HomeMy WebLinkAboutCASCADE VILLAGE LIFTSIDE CONDOMINIUMS GENERAL LEGAL\e- V \\\c\ctL
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itta t e Nvf o,Jta CHEN.NORTHERN, INC.
COI{SULTIIIC EIIGIT{EERS AI{D SCI ETITI ST5
REPORT OF CONCRETE TEST CYLINDER DATA
A3 t nutu.l protlctlon to cll.nts, th. publte and our5elv.s, !11 repoits .r. submltted 13 thr confldlantlal prop.rty ofcllcnts, and authorlz.rtion fo|- psbllcntlon_of statahant3., Cohclusloni or_cttracts tro[ or raElrdlng our reportt lc -resrrved
p.ndlng-our wiltt.n lpprov!1 , Srnples t,lll ba dl6pos.d of rftcr t.stlng ls completad rrnlrss 6thcr irrangcmtnts "gieiO-ii'--A msnbar 6t th. EII group ot componlca Form No. c!4f tt3A O/91
T0: IIECM
Attn
P .0.
Vai I
PROJECT:
Enterpri ses
Eustaquio Corti na
Box 3149
c0 81658-3149
Li fts i de 8ui l di n9,
JoB 1,10. 4 178 93-3 DATE: 12-21-93
SHEET 1 OF I
of tlesthaven Drive and l,resti n Hotel , South Frontage Road !y'est, Vail, Colo.
PLACEIIENT L0CATI0!i: S]ab at C-21
BATCH TICKET l I.I FORI.{AT I OT
TRUCK lto. 104
TIME BATCHED: 8:04 AM
TICKET [0. 1061
T]I,IE ARRIVED: 8:14 Atl
SUPPLIER: Uestern llobi 'le
t'llx DESfGil ilo. B 4000 psi
TlltE PLACTD: 8:30 Al'l-CU. Y0. L0AD/ACCiiil:7lt lzr
FIELD TESTINC I }IFORI.IAT I OII SAMPLE TEMP: 58 "F AIR TEI'IP: 5 "F
TI}IE TEST TAKEN: 8:46 All SLUIIP: 31/2 It{. AIR COI{TEI{T: 5.8% VET Ul{lT llEI6HT: 140.0
JOB SPECIFI CAT i0tlS: SLUIIP: Il{. AIR COI{TENT: % IIATER ADDED AT SITE l0 GAL
CYLINDER I NFORMATI OI.I
N0. 0F CYLINDERS: 6 CYLINDER SiZE: 6"x 12' TIUE CYLINDERS CAST: 8:56 AM IIHERE CAST: 0n-Site
CURIN6 ] NFORHAT IONI ITIAL CURE: 24 hours On-Site
DATE RECEIVED AT LAB: l?-?2-93
FIEtD ST0RAGE FACILITiES: Inside Heated 8uildin9.
BY: Bobby J. Hays t'l I l{/l,lAx
A6E
DAYS
DATE
TESTED
TOTAL LOAD
(LBs)
D IAI.IETER
( r]{CHES }
AREA
(sQ il{)
coilP. sTR.
(Psr)
TYPE OF
FRACTURE
CYL] I{DER
I.'E I6HT
(LBS)
CYLINDER
Ut{IT UE IGHT
(PCF)
I
7
?8
?8
28H
a8H
12-28-93
!2-28-93
1-18-94
1- 18-94
1- 18-94
l-18-94
93,500
102,500
117 ,500
129,000
131,000
130.500
6. 10
6.09
6.09
6.08
6.08
6.08
29 .22
29. 13
29. 13
29.03
29.03
29.03
3200
3520
4030
4440
4510
4490
snear
shear
snear
snear
snear
shear
DESIGN STREI,IGTH 4 000 PSI 0 28 DAYS
TESTS BY LABORATORY PERSOIIT{EL ARE IN ACCORDANCE I'ITH APPLICABLE ASTI'I }{ETHODS UNLESS OTHERT.IISE IIOTED
SOI{E INFORI.IATIOI{ OF TEST REPORT I{AY BE PROVIDED 8Y OTHERS
RE}IARKS:lI non-chloride accelerator added to concrete.
COPIES: R.A. l{elson & Associates, lnc
Town of Vail; vestern ilobi le;
J V:A, Inc.; Gwattmey Pratt Schultz Carolyn Adams Bobby J. Hays
FIELD OBSERVER APPROVEO BY
CHEN-NORTHERN, INC.
COI{SULTII{G Et{GINEERS AI{D SCIEIITISTS
HEPORT OF CONCRETE TEST CYLINDER DATA
A3. muttt.l protection to cllonts, th. publle lnd ourt.lves, rll r€ports.re 3ubmlttad !s th. contldl.|itt!l proparty ofcllantS, Ind luthorizatlon tor publlcltlon of 3tatdtent3. Concl!1lon3 or axtr.cts fron o|. f€gaFdln! our rarorts Ir rararvadpendlnE_our wrltt.n approv!'1. Slmpl.e wlll b€ dt3posed ol rtt.r tcstlhg l3 conpletrd unlcir athar irrangcrnints lgraad toln HrJtlng.
A menbcr of tha HIH group ot conp.rl.3 Form No. CF{Ell3A 6/91
T0: lfECl'l Enterprises JoB l{0. 4 178 93-3 DATE: 12-22-93
Attn: Eustaquio Corti na
P-0. Box 3149 SHEET I 0F I
Vail, C0 81658-3149
PRoJECT: Liftside Euilding, east of tlesthaven Drive and llestin Hotel , South Ffontage Road Llest, Vail, Colo.
PLACEIIEI{T LOCATION:Slab at C-32.
BATCH TICKET I NFOR}IA]IOII
TRUCK t{0. 119
TIllE BATCHED: 9:55 AM
TICKET NO. 10897
TII''lE ARRIVED: 10: 10 AM TIME
SUPPLIER: Yestern l'lobi I e
ttlx DEStGtl 0. B 4000 psi
PLACED:10:59 Atl-CU. YD. L0AD/ACCUM: 7|14/28
FIELB TESTTIG INFORI.IATIOII SAMPLE TEI.IP: 50 "F AIR TEI,IP: 5 "F
TIl,lE TEST TAKEI{: 11:i0 Al.l SLUMP: 4 3/4 Il{. AIR C0l{TEt{T: -- % trrET UI{IT IJEIGHT:
JOB SPECI F ICATI0IIS: SLUIIP: Il{. AIR COI{TE}IT: ?( hTATER ADDED AT SITE I 6AL.
CYL II{DER I NFORI.IATIO}I
t'10. 0F CYLIIIOERS: 6 CYLIIIDER SIZE: 6"x 12" Til,lE CYLINDERS CAST: --- I{HERE CAST: On-Site
CURING I i,IFORI'IAT I OI{
il{lTlAL CURE: 24 hours 0n-5ite
DATE RECEMD AT LA8: 12-?3-93
FIELD STORAGE FACILITIES: Inside Trailer
BY: Carolyn Adans l|ltl/l,lAx
46E
DAYS
DATE
TESTED
TOTAL LOAD
(LBs )
DIA}IETER
( I NCHES )
AREA
(SQ IlI)
cof.tP . sTR .
(Psr )
TYPE OF
FRACTURE
CYLI}IDER
VE IGHT
(LBS)
CYLIIIDER
UI{IT I'E I6HT
(PcF )
7
28
z8
28 H
28H
I ?-29-93
12-29-93
1- l9 -94
1- 19-94
1-19-94
I-t9-94
103, s00
101 ,000
128,000
124,500
129 ,000
tu I .500
6. 06
O.UJ
6. 06
6.06
6.08
6 .07
28.84
28.7 5
28.84
28.84
?9.03
?8.94
3590
3 510
4440
4320
4440
4480
shear
snear
s near
snear
shear
snear
DESIGI{ STRENGTH 4000 r5l Ld 28 DAYS
TESTS BY LABORATORY PERSO}INEL ARE III ACCORDAI{CE I{ITH APPLICABLE ASTM I,IETHODS UI{LESS OTHERUISE I{OTED
SOI{E I NFORI{AT I OIt OF TEST REPORT UAY BE PROVIDED BY OTHERS
REI'IARKS:
COPiES: R.A. tlelson & Associates, Inc
Town of Vai | ; liestern I'lobi I e;
J V A, Inc.; Gwatlnrey Pratt Schultz Carolyn Adams Bobby J. Hays
FIELD OESERVER APPROVED 8Y
CHEN.NORTHERN, INC.
COI{SULTII{G E}IGI IIEERS AIID SCIET{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
43. nutu.l Pr"ot.ctlon to cll.nts, th. publlc ttnd our3alva3, .ll rcports rr. iub|||ltt.d a3 th. confidl€ntlal pr.op.rty otcllentsr lnd ruthorllttlar tor pub'ltcatlon ot rt.t.mntr. Conclu!lon3 or attract3 trom or ragardlnq our F.Dort! ls re3.rvedp.ndlng our rrltt.n rpprov.l. s.mpl.s wlll b. dl3pos.d of rtter tortlnE lr eo plctcd unlegr 6thor irrangeminti lgirtU-iir'--ln Hrltlng,
A m.rnbar ot th. !I! group ot comp.nJ!3 Form No, CHElf3A O/gt
T0: IIECM Enterpri ses JOB 1{0. 4 178 93-3 DATE: 12-23-93
Attn: Eustaquio Cortina
P.0. Box 3149 SHEET I 0F 2
Vai'l , C0 81658-3149
PRoJECT: Liftside Building, east of llesthaven Drive and }lestin Hotel , South Frontage Road llest, Vail, Colo.
PLACEMEHT LOCATION: Slab at C-31
BATCH TICKEI I IiFORI.IAT I OI{
TRUCK r{0. 107
TIME EATCHED: 8:17 Atl
TICKET lt0. 10907
TIl,lE ARRIVED: 8:48 Al,l T I I,tE
SUPPLIER: Uestern ilobi le
HIX 0ESIGI{ t{0. B 4000
PLACED: 9:08 A -CU.Y0.L0AD/ACCUil: 7/14/Zg
FIELD TESTING INFORI.IAT]ON SAIIPLE TEI,IP: 50 .F AlR TE}IP: 10 "F
TIIIE TEST TAKEN: 9:15 AII SLUI'IP: 41/4 Iil. AIR C0l{TEl{T: 4.9X }lET Ul{iT }IEIGHT:
JoB SPECIFICATI0I{S: SLUMP: Ill. AIR C0NTENT: X tdATER ADDED AT SITE 14 6AL.
CYLINDER I Ii FOR}IAT ] OII
t{0. 0F CYLINDERS: 6 CYllllDER SIZE: 6"x 12" TIIIE CYLINDERS CAST: --- }IHERE CAST: 0n-Site
CURIN6 I I{FORI'IATION
iNITIAL CURE: on-Si te
DATE RECE MD AT LAB: ---
FIELD ST0RAGE FACILITIES: Inside Trailer
BY: Carolyn Adams I'tl N/llAJ(
A6E
DAYS
DATE
T ESTE D
TOTAL LOAD
(LBS)
D I AI.IETER
( r]{CHES )
AREA
{sq IN)
COMP. STR.
(PSr)
TYPE OF
FRACTURE
CYL I IiDER
I/E I6HT
(LBs)
CYLINDER
UTIIT IJEI6HT
( PcF)
7A
284
284
284
28A
H
H
12-30-93
I2 -30 -93
I -?0-94
1-?0-94
I -20-94
l-20-94
98,500
98,000
13I ,500
120,000
131 ,500
133.500
5.98
5.99
5.98
5.98
5.98
5.98
28. 09
28.18
28.09
28.09
28.09
28.09
3510
3480
4680
4270
4680
4750
snear
snear
con,/shear
con,/shear
snear
con/shear
DESIGI{ STREIIGTH 4OOO PSI O 28 DAYS
TESTS BY LABORATORY PERSONNEL ARE II{ ACCORDAI{CE UITH APPLICABLE ASTI,I }IETHODS UTILESS OTHERYISE IIOTED
SOI.IE INFOR}IATIOII OF TESI REPORT I,IAY BE PROVIDED 8Y OTHERS
REMARKS:SamDle obtained from nixer truck.
COPIE5; R.A. llelson & Associates, Inc.
Town of Vail; Uestern llobile;
J V A, Inc.; Gwathney Pratt Schultz;Carolyn Adams Bobby J. Hays
FIELD OESERVER APPROVED BY
CHEN.NORTHERN, INC.
COIISIJLTITTG ENGINEERS AND SCI EIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As ! mutu.l protcctlon to cllcnt3, th. publlc.nd our3.lv.3r !ll report3 ara submittcd !3 th. conf.ldt.ntlil trop.rty otcllant5, .nd luthorlz.tlon lor publlcatlon ol it.t.m.nt3. Cohclu3lons or.rtracts from or rcqlrdlnq our r.D6rts Ir r.s.rvadpandlng-our wrltt.n rPprov.1. Slmpl.! rlll b. dl!po3.d ot rftcr t.stlng l3 cohpl.t.d unlGs! ;ther irrongemints rgr..d toln *rltlno -
A n nber 5f thc E:j! group ot comp.nlca Fonn t{o. cHEll3A E/91
T0: llECll Enterprises JoB N0. 4 178 93-3 DATE: 12-23-93
Attn: Eustaquio Corti na
P.0. Box 3149 SHEET 2 0F 2VaiI, C0 81658-3149
PROJECT: Liftside Building, east of lJesthaven Orive and t{estin Hotel , South Frontage Road tlest, Vail, Colo.
PLACEI'IEIIT LOCATIOT.I :Elevator Core A; Final Lift-
BATCH TICKET I I{FORI'IAT I ()II
TRUCK ll0. 104
TII'IE BATCHED: 12:07 P|l
TTCKET NO. 10913
TIME ARRIVED: 1Z:30 PM
SUPPLI[R: l,lestern l,lobi le
ttlx DESIGN N0. 4500
TIME PLACED:12:40 Pll-CU.YD.L0AD/ACCU}|: 717l
FIELO TEST1}I6 II{FORMATIOI{ SAilPLE TE|!IP: 58 "F AIR TEIIIP: 20 "F
TIH€ TEST TAKEII: 12:45 Pl'l SLUttP: 31/4 IN. AIR C0tlTEllT: 4.7% lrET UNIT UEIGHT: ---
JOB SPECI FI CATl0llS: SLUIIP: tl{. AIR COt{TEtlT: % VATER ADDED AT SITE -- GAL.
CYL i NDER IIIFORI,TAT IOI{
N0. 0F CYLIT{DERS: 6 CYLIIIDER SIZE: 6"x 12" TIME CYLINDERS CAST: 12:55 Pltl UHERE CAST: On-Site
CURIT{S I ilFORMAT IO{
Il{ l TIAL CURE: 0n-Site
DATE RECEIVED AT LAB: ---
FItLD SToRAGE FACILiTIES: lnslde Trailer
BY: Carolyn Adans Mlll/MAX
AGE
DAYS
DATE
TESTED
TOTAL LOAD
( LBs)
O IAI.IETER
( lilCHES)
AREA
(sQ lil)
COMP. STR.
(PSI)
TYPE OF
FRACTURE
CYL II.IDER
}/E I6HT
(L8s)
CYLIIIDER
UTIIT VEIGHT
(PcF)
7B
7B
288
288
288
288
H
H
12-30-93
12-30-93
1-20-94
i-20-94
t-?0-94
l-20-94
120,500
119 ,500
154,500
1s2 ,000
146,000
154.000
5.99
5.99
5.98
5.99
5.98
5.98
28. 18
28. 18
28.09
28. l8
28.09
28.09
4280
4240
5500
5390
5200
5480
shea r
shear
con/spl i t
con/shear
con/shear
con/spl i t
DES16I{ STRENGTH 4500 PSI 0 28 DAYS
TESTS BY LAEORATORY PERSOTII{EL ARE It{ ACCORDAI{CE I{ITH APPLICABLE AST},I }IETHODS UI{LESS OTHERUISE NOTED
SOI.IE II{FORMATIOII gF TEST REPORT }IAY BE PROVIDED 8Y OTHERS
REI.IARKS:Sanpl e obtained from mixer
lX non chl ori de.
truck.
CoPIES: R.A. l{elson & Associates, inc.;
Town of Vai l ; |lestern llobi l e;
J V A, Inc.; Gwatlmey Pratt Schu'ltz;Carolyn Adams Bobby J. Hays
FIELD OBSERVER APPROVED BY
CHEN.NORTHERN, INC.
CO}ISULTII{G EIIGIIIEERS AND SC I EIITI STS
REPORT OF CONCRETE TEST CYLINDER DATA
43. mutu.l prot.ctlon to cll.nts, th€ Fubllc.nd our3elvat. rll t.port..r..utmltted.r th! confidlcntlal pioper.ty ofcllcnt3, .nd authorl:atfon for publlcrtion of ttrtq'|tnt!. Conclualona or-axtr.ct3 from or rcglrdJng our rGportr l3 raaarvedplndlng_our wrltt.n lpproval. Srdpl.r Blll lr. dlrpo!.d of !ft.r tc3tlhE l5 complct.d unl.3i oth.r lrrrng.rant3 agr..d to
A m€mbcr ;f th. llll sroup of complnJrs Form l{o. CHElt3A 6/91
T0: llECll Enterprises JOB ll0. 4 178 93-3 DATE: 12-24-93
Attn: Eustaqui o Cortinap.0. Box 3149 SHEET I 0F 1
Vall, C0 81658-3149
PRoJECT: Liftside Building, east of llesthaven Drive and l,lestin Hotel , South Frontage Road llest, Vai1, Co1o.
PLACEHEflT L0CATI0I|: First Lift at Lines A-l; Iorth Uall of lilechanical Roorn.
BATCH TICKET I FORI{AT I0}l SUPPLIER: Uestern l'lobile
TRUCK t{0. 189 TICKTT ll0. 10925 MIX DESIG}I ll0. 39
TIIIE BATCHED: 8:44 AM TIIIE ARRIVED: 9:00 M TIIIE PLACED: 9:05 Al'l-CU. YD. LOA0/ACCUii|: 47
FIELD TESTII{G INFOR}IATION SA}IPLE TEI'IP: 47 "F AIR TEMP: 27 .F
TII'IE TEST TAKEII: 9:15 AM SLUIIP: 4It{. AIR C0]{TENT: 5.2MT UIIIT IIEIGHT: ---
JOB SPECI F ICAT I0l{S: SLUMP: IN. AIR COl{TEllT: X l,tATER ADDED AT SITE -- GAt.
CYLlNDER ITIFORMATIOII
ll0. 0F CYLII{DERS: 6 CYLIIIDER SIZE: 6"x 12" Ttt{E CYLII{0ERS CAST: 9:30 AH IIHERE CAST: 0n-Site
CURING i1{FORI.IATION
iNITIAL CURE: on-Si te
DATE RECEIVED AT LAB:
FIELD ST0RAGE FACILITIES: Trai I er
BY: Dan l{ei I I ll I l{/l'lAx
A6E
DAYS
DATE
TESTED
TOTAL LOAD
(LBs)
D IAI.IETER
( I ICHES)
AREA
(sQ lil)
col'|P. sTR.
(Psr )
TYPE OF
FRACTURE
CYL I1{DER
I'E IGHT
(LBS)
CYLI I{DER
U}IIT t{E I6HT
( PCF)
7
?8
?8
?8
?8
12-31-93
12-31-93
i-?l-94
1- 21- 94
1- 21- 94
1-21-94
124,500
120,500
169,500
168,000
17 Z ,500
170.000
5.98
5.99
5.98
5.98
5.99
5.98
28.09
28.18
28.09
28.09
28.18
28.09
4430
4280
6040
5980
6120
6050
shear
shea r
con/spl i t
con/spl i t
con/spl i t
con/spl i t
DESIGil STREI{GTH 4OOO PSI O 28 DAYS
TESTS BY LAEORATORY PERSONI{EL ARE Iil ACCORDAT{CE }.IITH APPLICABLE ASTI.I ITIETHODS UHLESS OTHERI/ISE }IOTED
SOI.IE II{FOR}IATIOl{ OF TEST RTPORT I'IAY BE PROVIDEO BY OTHERS
RE}I{RKS:
CoPIES: R.A. l{elson & Associates, Jnc.;
Town of Vail; l,,estern ilobile;
J V Ar Inc.; Gwatimey Pratt Schultzl Dan l{eill Bobby J. Hays
F]ELD OB5ERVER APPROVED BY
CHEN.NORTHERN, INC.
COI{SULTII{6 EHGIHEERS AND sCI EI{TI STS
REPORT OF CONCRETE TEST CYLINDER DATA
As I nut!.l protactlon to cllcnts, the publlc and ourtalv.s, rll rcpoitr.rc submltt€d ar, the cortidlcntla'l property ofcllant5. ard authorizltlon for Dubllcrtlon of stltem€nt3. Concluslons or cxtrlct6 frorn or.€g.rdlnq ouF reporta l3 res€rvedpBndtrg our wrltten lpproval. Sahplas 'rlll b. d{3posed of !tt€r tcstlnE la coDpl€ted unle3r oth.r irrangcmints .greed toln '|rltlnS.A n.hb€r of tho !!! grouF of comprnl.s Fon! Xo, CMEll3A 6/91
T0: llECl,l Enterprises JOB N0. 4 178 93-3 DATE: 1-11-94
Attn: Eustaquio Corti na
P.0. Box 3149 SHEET 1 0F r
Vai l, C0 81658-3149
PR0JECT: Liftside Building, east of yesthaven Drive and llestin Hotel , South Frontage Road Uest, Vail, Colo.
PLACEI.IENT LOCAT IO}I :Slab for Unit C-41
BATCH TICKET I IIFORI.IAT IOI{
TRUCK O. 97
TI E BATCHED: 8:39
TICKET NO. OIO984
TIitE ARRIVED: 8: 50
. SUPPLIER: llestern l,lobl I e
ilIX DESl6il t{0. 8-4000
TIME PLACED: 9:00 CU.YD.L0AD/ACCUil: 7l14/28
FIELD TESTI}IG IilFORHATIOI{ SAII1PLE TE}IP: 58,F A]R TEi'IP: O"F
TIME TEST TAKEII: 9:26 SLUIIP: 5.0 ltl. AIR COtlTEt{T: 4.9X }JET Ut{lT lJEl6HT: 141.3
JOB SPECIFICATI0NS: SLUIIP: Ifl. AIR C0tlTEl'lT: ?( UATER AD0E0 AT SITE I0GAL.
CYLII{DER INFORMATI(lN
t{0. 0F CYLII{0ERS: 6 CYLIIIDER SIZE: 6"x 12" TIIIE CYLINDERS CAST: 9:36 IIHERE CAST: 0n-Stte
CURIilG II{FOR},IATIOI{
IiIITIAL CURE: ?4 hours
DATE RECEIVED AT LAB;
0n-Site
1.13-94
FIELD ST0RAGE FACILITIES: tleated Trailer8Y: C.4. l,llll/llAx
A6E
DAYS
DATE
TESTED
TOTAI LOAD
(LBs)
t)IAI.IETER
( IilCHES)
AREA
(sQ I[)
COMP. STR.
(Psr )
TYPT OF
FRACTURE
CYL ] }IDER
UEICHT
(L8s)
CYLl I{DER
UI{II UEIGHT
( PcF)
7
28
28
28H
28H
1-18-94
1-18-94
2-8-94
2-8-94
2-8-94
2-g-94
104 ,000
t02,000
5- v9
5.99
28. l8
e8. i8
3690
3620
shear
shear
DES]GI{ STREIIGTH 4OOO PSI @ 28 DAY5
IESTS BY LAB0RATORY PERSOI|I{EL ARE IN ACC0RDANCE trITH APPLICABLE AST},i IIETHODS UIILESS 0THERI'II5E ll0TED
SOI.IE II{FORI.IATIOI{ ()F TEST REPORT MAY BE PROV]DEO 8Y OTHERS
R EIiIARKS :1% non-chloride accelerator added to this mix.
C0PIES: R.A. ilel son & Associ ates, Inc.;
Town of Vail; lJestern llobile;
J V A, Inc.t owatlmey Pratt Schultz;Carolyn Adams Bobby J. Hays
FIELD OBSERVER APPROVED 8Y
CHEN-NORTHERN, INC.
COIISULTING ENGINEERS AND SCI EIIT I STS
REPORT OF CONCRETE TEST CYLINDER DATA
As. mutu.l prot.ctlon to cll€nt3, th. publlc rnd oursclvasi all rapor.ta are BubmittGd rs thc confldt€nttal propcrty otcllentsr lnd.uthorllatlon for publlcdtlon of rtrt€manti. Concluslons or extracts from or regrrdlnE our reFortr Js r€servedpendlflg-our rrltten rpproval. S.mpl€s wlll bG dlsposed ol rftor t€rtlng l3 cohpleted unl€ss;ther irrangemints agreed io{n r|ritlng.A m€mber of thc HIH gtotrF of companles Fot.m No. CMEII3A O/91
T0: lilECll Enterpri ses JOB l{0. 4 178 93-3 DATE: 1-14-94
Attn: Eustaquio Corti na
P.0. Box 3149 SHEET 1 0F 1
Vail, C0 81658-3149
PROJECT: Liftside Building, east of l,resthaven Drive and tlestin Hotel , South Frontage Road llest, Vail, Colo.
PLACEI.IEI{T L0CATI0I|: North and east walls of pool at Lines }l through M and 8 through 12.
EATCH TICKET INF0RllATIOtl SUPPLIER: llestern f'lobile
TRUCK NO. 189 TICKET IIO. OIIO25 MIX DESIGN NO. 39
TIifE BATCHED: 11:52 TIl,lE ARRIVED: 12:05 TIME PLACED: 12:20 CU. YD. L0AD/ACCU[: 7l2ll35!
F]ELD TE5TI]{G I I{FORI,IAT I OII SAIiIPLE TEIVIP: 62"F AIR TEilP: 4O"F
TI}IE TEST TAKEN: 12:35 SLUIIP: 3 l/2 It{. AIR C0NTENT: 4.5% llET U]{IT I,/EIGHT:
JoB SPEC I FICATI0I{S: SLUHP: Itl. AIR CONTEiIT: % l,ATtR ADDED AT SITE 0 6AL.
CYL I I'IDER I IIFORI,IATIOl{
t'10. 0F CYLII{DERS: 6 CYLINDER SIZE: 6"x 12" TIME CYLINDERS CAST: 12:45 IdHERE CAST: 0n-Site
CURII{6 II||FORIIATION
It{ITIAL CURE: 24 hours 0n-Sir.e
0ATE RECEIVED AT LAB; 1-15-94
FIELD ST0RAGE FACILITIES: Heated trailerBY: C.A.l,lIl{/l,lAX
AGE
DAYS
DATE
TESTED
TOTAL L()AD
(LBs )
DIAI,IET€R
( II{CHES )
AREA
(SQ IN)
COHP . STR.
(Psr )
TYPE OF
FRACTURE
CYL I1{DER
UE ]6HT
(LBs)
CYL I I{DER
Ul{iT tlEI6HT
(PcF )
7
28
28
?8
28H
28H
7-2t-94
1-21-91
2-lt-94
2-11-94
2-11-94
2-lr-94
117
122
500
000
6.00
6.09
28.27
29. 13
4160
4190
snear
snear
DES IGl{ STREIIGTH 45OO PSI 0 28 DAYS
TESTS BY LABOR.ATORY PERSOI,IiIEL ARE II{ ACCORDAI{CE I.'ITH APPLICABLE ASTM I,IETHODS UTILESS OTHERI''ISE I{OTED
S0tlE ItlF0Rl,lATIOt{ 0F TEST REP0RT l'lAY 8E PROVIDED BY OTHERS
REIIARKS:1% non chlor acc. added to the mix.
COPIES: R.A. l{el son & Associates, Inc.;
Town of Vall; lJestern llobile;
J V A, Inc.; Gvrattmey Pfatt Sehultz;Carolyn Adams Bobby J, Hays
FIELD OBSERVER APPROVED BY
,66tt I gljrt,lttu,
CHEN-NORTHERN, INC.
COT{SJLT I }IG E}IGTIIEERS AIID SCIEIITISTS
REPORT OF SIRUCTURAL STEEI-,
T0: MECtil Enterprises JOB ltO, 4 178 93 3 DAIE: l-19-94Attnr Eustaqui o Cortina
P.O. Box 3149
vail co 81659-3149 DAtry REpoRT [o. 34 SHEET t ot 1
PROJECTT Liftside Building, south Frontage Road, Vait, Colorado
Due to the constfuction accident on saturday Jaruary 15, 1994, there sas not anything for rne to
check.
Jeff' Hith R.A.fl.. forgot they had me scheduted for inspection today ard did not cance1 nry visit-
COPIE9
R.A, Ielson & Asso. - Attn: Rick Agate IJ.V.A. tne. I
Guathnrey Pratt SchuLtz I Darrelt Huse Fred Camron
Torn of Vait -. Attn: dan stanek I FIELo oBSERVER IPPROVED BY
A3. tnut!.I pFot.ctlon to cllerti, thr pobllc.nd our..lv.3r .Il r.poits rr. iubn{tt.d !5 tha contld.ntlal piopaity ot our ell.ntr, and.uthorlrrtlon for publlcrtlon ot atat.fi.nt, ConclutlonE or.rtrrct3 ftonl or. r.grrdlng osr r.poitr Ir r.!erv.d p.ndlng our wr'lttan approval.Sampl.r lJ{ll b. dlspored ot rttar taitlng {r compl.t.d unlG3t oth.p rrrrng.|r.nti !l-. !gp..d to ln wrltlng.A trmbor ot th. HIH grourr ot conprnlat 16 ro. arar@ 6r$
o
ar,rriu
CHEN.NORTHERN, TNC.
colrsutT mG ElctIEERS AflD sctE]tTrsrs
REPORT OF STRUCTURAL STEEL
To: Ecil Enterprises JoB ito. 4 178 9j 3 DATE: l-Za-94Attn: Eust*$rio Coctina
P.O. Box 3149
Vail CO 81559-5149 DAlty REpoRT o. 35 sltE€T I oF z
PROJECT: Liftside Buitding, south Frontage Road, Vail, colorado
The shear studs vere acousticatty tested betreen Grid tines F-S ard 21.5-31 at etevation 80r-0'r/85r-3rr. lhe 6tuds uhen struck Hith a ha €r Here found to be acceptable except tHetve gtuds betr.eenGrid Lines Ze'23 ard o-f. These studs broke loose rhen hit rith a hanmer. Several sheets of
decking lere not button $mched et the side [aps.
The high strength botts and fi[let Hetds xere visuatly observed at the 90.-6n - 95' -9t levet ard
lolJer roof cor|fiect i ons betHeen Grid l"ines F-R ar|d ZZ-50. Att of the fitlet retds Hefe fourd to be
acceptable- Ihe botts rere fouM to be acceptable except the roof cornection at s-27. Att of thebolts xere fornd loose.
lhe three colum to colurn connect i ons that rere rejected during our visit on 1-4-94 have beenrepaired. These connections Here magnetic particle tested ard are acceptable. The shear studs
metat deck side taps and botts that ar€ noted above Here correctd during our visit and are
acceptabte,
PROGRESS REPORI tl.ll.F. xas being ptaced xtren I teft the site. fsperature at 8:00 Atl ras 5 degFees.
coP I ES
R.A. llelson & Asso. - Attn: Rick Agate
J.V.A. Inc,
GHathney Pfatt Schut tu
Tom of Vait .? Attn: Dan Stanek
Darrel I tluss
FIELD OESERVEN
Fred Cdreron
APPRO'E BY
A1 . nntturl protactlon to cll.ntr, thi publtc .nd ourailvit, .11 rcport3 lrc tut'|nltt.d !t thr contld.ntlrl prop.rty ot our clJaD!!, and
.uthorlzrtlon lor publlca!lon .t .,trt.mrnt. conclu3lonr or artr.cts tio|I or rcg.rdlng our r.portr l3 r.3.rvtd p.ndint our wrltt.n rpproval.
Sampl.r Llll ba dl3po3cd of rtt.r t.3tlng l3 cc|'pl.tad url.33 othcr .rrrng.rD.nt3 rrc agr..d to ln rrltlrg,
A f'n.mb€r of tha EI! group of cornp.rlc3 r6n, cElooa.,/tt
, }*'." fr igdF-+J rr ' ffi
Ft-;;rufrysCff
€q*
-ailtzF-lqgw.T?-EE-Xt*'qrl
la4vrrtil|Fff
'f ro-J-err6
sfthlru crntrylrln
fl?aFtl{ trU r4D
-1"1 ;uoln.dssl S[lllll.''
o'rd 5I}ltu 6:t,iqtlsr et A
(
CHEN-NORTHERN, rNC.
COIISULT I I{G EXGIIIEERS AIID SCIE}ITISTS
REPORT OF CONSTRUCTION ACTIVTTY
TO: llEcll Enterprises J08 llo. 4 178 93 3 DATE: 1-28-94Attn: Eustaqui o Cortina
P.O. Box 3149vait co 81659-3149 DATLY REPmT ilo. 35A SHEET I oF 2
PROJECT: Liftside Buitding, South Frontage Road, Vait, Co( orado
l,re ob6erv€d an area of fractured bedrock on L Line betrcen tl ard 14 tines ard smat t areas for
footing pads at grid lines 14 ard tZ and 0 ard P tines. lhese areas rrere exposd and cteaned offines and gravel in preparation for ptacing 4500 psi eoncrete as levetirE courses.
PROGREgS REPORT
COP I ES
R.A. Ielson & Asso. - Attn: Rick Agete
J.V.A. lnc,
Grrsthmey Pratt Schul tz
Tom of Vail .: Attn: dan Stanek
carolyn AdflrB
FIELO OBSERVER
Fred caneron
APPROVED BY
A3 ! hutual prot.ctlon to cll.nti, th. publlc.nd our3.lv.i, .ll roport3 rr..ubri'ltt€d .r th. confld.ntlal prop.rty ot our cll.nt3, lrd
ruthorlzrtlon tor publlcetlon ol 3t.t.m.nt. Concluilonr or. axtrrcts lron or ragardlng our rcportr l3 rarrrv.d plndJng gur rrltt.n rpproval 'Sahpl.r will b. d{spo3.d of rft.r trsting l3 cohpl.t.d unl.rt oth.r rrrrng.m.nti ara.gr..d to ln wrltlrS,
A aicmb.r' of thc E!! grouP of comp.nl.3 Fq -. (-re. q|rr
CHEN.NORTHERN, INC.
CONSULTIN6 €IIGII{EENS ANO SCIENTIS'S
REPORT OF FIELD NUCLEAR DENSIW TESTING
T0: IIECH Enterprises JOB t{0. 4 IZA 9g-3 DATE: 1-28-94Attn: Eustaquio Corti na
P.0. Box 3149Vail, C0 81658-3149 DAILY REP0RT N0. 3iA SHEET Z 0F a
PROJECT: Liftside Building, East of tlesthaven Drive and llestin Hotel , South Frontage Road lJest, Vail, Coloraoo.
SPECIFICATiOT{ COI{PACT IOI{ & MATERIAT
tlll{IMUM REQUIREO II{-PLACE DEIISITY: 951 AS DETERiIINED BY: ASTM D-698
CONSTRI.ICTI0I CONTRACT0R: Stan Hiller, Inc. TEST LOCATI0IIS IrERE SELECTED BY: Chen-l{orthern
TYPE AllD ltUl,lBER 0F EARTH ltl0V I l{G UlllTS: Trackhoe
TYPE Al{D t{UllBER 0F COl,lPACTI0ll UNITS: Bomag Vi bratory Sheepsfoot THICKIIISS 0F LIFT:
llETH0D 0F ADDIT{G }|OISTURE: l{UflBER 0F PASSES: not observed
rEST
0.
LOCATIOII
DEPTH OR
ELEVAI I OI{
( FEET )
LABORA]ORY I FI it0
PERCET{T
( RELAT IVE/
t',rAx I r,tu )
OBTAI NED
50]L TYPE
}.IAX ] MUH
DRY
DEI{S ITY
(pcf)
0PT I ilut'|
t.toISTURE
coftTEr{T
DRY
DE SITY
(PcF)
I.IOI STTRE
CONTETIT
(1)
10
l0' South of Ual I
at L ine (t4rest of
S Pool) IJ
3' South of llal I
at Li ne (test of
S Pool ) ll
Approx.
55' El ev.
Approx.
55'Elev.
135. 9
135.9
7.2
7.2
94.6
97 .4
1l .4
L(.J
70
72
wel I graded gravel
wi th sand
wel l graded gravel
wi th sand
FULL TII,IE OBSERVATIOX X PART TIME OBSERVATIOI{
THIS REpoRT PR€sEt{Ts oplltloNs Fo$aED As A REsuLt oF ann og-sEnvArIor{s oF FILL PLACEHENT. trE ftAvE RELTED oN THE co TRAcron ro
CONTINUE APPLYI G THE RECoI+'|€NDEO C${PACTM TFFORT A]{D rlolsluRE TO Fll-L OURING THE TIIIES WHEN OUR OBSERVER IS NOT OaSEnvtHG
OPERATTOI{S.
'EsTS
ARE
'.IADE
Of TXE TILL OT{LY AS BELIEVED NECESSARY TO CALISRATE (ruR OBSERVER'S JUDGE}.'ENT. IEST DATA ANE TOT
T'IE SOLE BASIS FOR OPTNIOIIS OX YHETHER ]HE FtLL ME€TS SPECTFICA]IO'TS.
THE XUCLEAR DEI{SOI{ETER I.IETHOD OF TESTI}IG YAS USE[) I SUSSTAI{TIAL ACCORDAI{CE IJITH ASTI.I 02992 AND O3OI7.
PRELIIIIIIARY 0BSERVATI0iIS Al{0/0R TEST RESULTS VERBALLY REPORTED T0: oave S, R. A. l{el son
PROGRESS REPORT:First density test taken at approximatel y top of pea gravel and 6 foot of backfill.
llaterlal appeared to be frozen. Contractor lndlcated frozen naterial would be renoved.
COPIES: R.A. llel son & Associates, lnc.J V A, Inc.
Town of Vai l
Gwathey Pratt Schul tz Carolyn Adams Fred R. Carneron
FIELD OBSERVER APPROVEO BY
A3 . muturl protactloh to cli.nti, th. publlc.nd ouriclv.r, all raports .rr rubmltt.d ai th. conlld.ntl.l proprrty ot our cll.ntrl
tnd authorlz.tlon tor publlc.tlon of strt.n nt, concluilon! oF.rtrrctr lrom or rag.rdlng our rrporti 13 r...rv.d p.ndlnt out'r|rltt.n.pprov.l- Srtnpl.! rrlll b. dl3posad of .ftcr t.3tlhg l3 compl.t.d unl.ss oth.r rrr.ngqr|ntt ar..gr..d to ln wrltlng.
A mc|rD.r of th. E!! group of comFrnla3
r55
150
ll()
F-
U)ztu
Cf
CEo
140
135
130
125
I 15
510 15
MOISTURE CONTENT - PERCENT OF DRY WEIGHT
zEno Ari votD CUiVES
SPECFIC
GRAVfi
SPECF}C
GRAVITY
SPECFIC
GRAVITY
2.60
MOISTURE-DENSITY
RELATIONSHIPS
Liftside
Chen€lSOIL DESCRIPTON :well qraded gravel with sand
pFocEouBE ' ASTM 0698-91 Method C
-foB No.: 4 178 93 3PLASTCTTY NDEX :
DArE: l-28-94GBAVEL : 53.; Snr'rD : 42 96 SILT AND CLAY G20O) : --:1-%
CHEN.NORTHERN, INC.
COI{SULTI}IG ENGINEERS AIID SCIET.IIISIS
REPORT OF FIELD NUCLEAR DENSITY TESTING
T0: l,lE0f,l Enterpri ses JOB 0. 4 178 93-3 DATE: l-31-94Attn: Eustaouio Corti na
P.0. Box 3149Vail, C0 81658-3149 DAILY REPORT l{0. 36 SHEET t 0F I
PR0JECT: Liftside Building, East of llesthaven Drive and llestin Hotel , South Frontage Road Uest, Vail, Colorado,
SPECIFICATIOX COIiPACTIOII & I,IATER IAL
Hlllll{l}ll REQUIRTD I|{-PLACE 0EI{SITY: 95X AS DETERTTINED BY: ASTtt D-698
C0IISTRUCTI0N COI{TRACT0R: Stan lliller, Inc. TEST L0CATI0I{S trtERE SELECTED BY: Chen-l{orthern
TYPE AND ilUl,lBER 0F EARTH |{OVI]{G UI{ITS: Trackhoe, backhoe
TYPE AND llUl,lBER 0F Col.lPACTl0i{ Ut{lTS: Bomag THICKT{ESS 0F LIFT: 12-18"
llETl{D 0F ADDII{G llOlSTURE: UMBER 0F PASSES: not observed
TEST
0.
LOCATIOI{
DEPTH OR
EtEVATIOil
(FEET)
LASORATORY I FI :LD
PERCEIIT
(RELATI VEl
I'IAX I l.tUH)
OBTAII{TD
SOIL TYPE
ilAX I l,tutl
DRY
DEI{SITY
(pcf )
oPT I r,tut'l
}IOISTURE
c0 TEl{T
(i()
ORY
DEIISITY
(PcF)
I.IOISTURE
c0l{TEilT
(%)
t1
uA
8' South of lJal I
on Li ne
Retest of lto. ll
6' bel ow
57',10"135.9
135.9 7.2
99. 7
102.7
8.0
8.7 76
rel I graded gravel
wlth sand
FULL TII'IE OBSERVATIOII X PART TI}IE OBSERVATIOIIlHrs REPoRT pREsENTs optNrolls FonxED As A FEsrrLt oF oun oE3Eilir:ols oF FILL PLACEMENT. yE rrevc RELTED !n r|rc corrRAcron To
COI{TIIIJE APPLYI}IS THE RECOI'}IE}IDEO COI,TPACTIVE EFFORT AT{D T,DISTURE TO FILL DURIIIG IHE TIMES TIHEf{ OUE OBSERV€N TS OT OSSERVITIgOP€NATIOIIS. TESIS AIE iTADg OF THE FILL OI{LY AS BELIEVED NECESSANY TO CALIBRA]E OUR OSSERYER'S JUOGEMEIIT. IEST DAIA ANE }|(l
ITIE SOLE EASIS FOR OPII{IONs OH WHETHER THE FILL I'IEETS SPECIFICATIONS.
THE IIUCLEAR DEI{SOI.IETER I,IETHOD OF TE5IING I.,AS USED ItI SUESTAI{TIAL ACCORDAIiCE IJITH ASTI.I 02992 AI{D D3017.
PREtIllit{ARY OBSERVATIOI{S AllD/OR TEST RESULTS VERBALLY REP0RTED T0: Kery with Sl{l and Dave S. with R. A. l{elsor
PRO$ESS REPORT: gontractor rsnoved a lift of frozen backfill naterial and reconpacted the material left. This
matefial also appears to be frozen, (Temps of -10 degrees last night.) Eackfill was covered with concreted
blankets in an attsnpt to prevent frost.
C0PIES: R,A. l{el son & Associates, Inc.;
J V A, Inc.; Gwattmey Pratt Schultz;
Town of Vail:
Carolyn Adams Fred R. Carneron
FIELD OESERVER APPROVED BY
A3 a r|turl pFot.ctlon to cllantt, th. publlc rnd our3.lv.i, !ll r.portr !r. rubmltt.d rs th. cortld.ntlrl pFoF.rty ot our cll.ntr,
and eutlorlr.tJon tor publlcrtlon ot atatdnant, conclulio'lB or axtrrcta from or rag$dlng our r.portt l3 rararvad pandlng out rrlttan.pprov.l. S.mpl.!, wlll b. dlrpolod ot.ttcr t.itlng l3 cofipl.t.d url.rr oth.r.rrrng.m.nt3 !r". !gr..d to ln wrltlrtg.
A meDt.r ot th. !!! group ot corp.nl.t
CHEN-NORTHERN, INC.
coltsulTll{6 E}lGtilEERs AID sct€ltT I sTs
REPORT OF STRUCTIJRAL STEEL
TO: l,fEct'l Enterprises JoS [O. 4 178 93 3 DATE: ?-1-94Attn: Eustaqui o Cortina
P.O. Box 3l{9
vait CO 81659-3149 DAILY REPoRT [o. 57 SI|EET I OF 2
PROJECI: Liftside BuiLding, south trmtage Road, Vail, Colorado
Tetrperature at 8:00 All - zero
The shear studs rere acousticalty tested at the loft Level 90, 6tt l95t 9n betreen gfid tines F-R ard
21-5 - 30 ard the secord ftoor levet 18.6tt/53,9n betlreen grid lines AA-a ard 13 - 21.5. ttone of
the studs faited rhen hit rith a hafiner and are acceptable. Sqne of the netat deck side lape Here
not button punched. The high strength bolts xere visually obGerved on the to}| roof levet tot'0rr
betLeen grid tines C-f ard 21-11. Att of the bolts Trere folnd to be acceptabte but several of the
beans at approximatety C-29 ritl have to be renoved and feptaced due to the construction accid€nt.
The ghear tab fitlet xelds ard high strength bolts Here usuatty observed on the second levet
18'6n153'9tt bet$een grid tines 13,?1.5 ard M-0. Att of the botts ard Hetds rere for.rd to be
acceptable.
The mo ent connections at the fifth ftoor tevel 80r0rr [ere uttrasonicatly tested. See the attached
l'1.Q. S. report.
PROGRESS REPORT lhe decking crer and Dave rith R. A. ]letson $ere i nfonrBd of ry,, observEtion.
COPI ES
R.A. [etson & Asso. - Attn; Rick
J.V.A. lnc.
G$athney Pratt schut tr
Torn of Vail . Attn: Dan Stanek
Agate
Darrel I Huss
FIELD OBSERVER
Fred Caflpron
APPROVED BY
A3 ! mutu.l protactlon to cll.nt5, th. publlc 6nd our3.lvG., all r.ports rr. rubirltt.d !3 th. confldentlrl prop.rty of our cllantl, .nd
ruthort!rtlon {or publJcatlon of atatancnt. Concl!ilon3 ot'axtrictr fro6 or ragardlng our iapo!"ts li rcia.vrd pandlng our wrltten rPProval.
Srtnplcs FllI b. dlspor.d of rttar t.stlng 13 complrtcd urlcrr othar rr..ng.rt nt3 rrr agr.ed to 1r r.i{ttng,
A lnemb.r ot thr EI! group ol conp.nl.3 tod 16. crrro4a./tr
ffi
cU.d(.Arr, l&{hrt*
fflt l#fu& f'n* - fa;l
! Jlr.::rIv.l::5 hOi D5 gLsrJf f.
mt.trsf,rc nfHrFr
rrgrLo.f I.
F.Ah ltJ,J]{
orrd,fb tlotnf
-rl--Hh. FAU1-frrlshrcfqlaE lilj'tr:
-.---E
ta.. f ,, _.,,w*z-l-f'
+.drer*trt lld:_Id {l riFnda
tdrl_g&hr._a*"
I
CHEN.NORTHERN, INC.
COIISUL'I 6 E}IGI'{EERS A}E SCIE TISTS
REPORT OF FIELD NUCLEAR DENSITY TESTING
T0: I'lECl'l tnterprises JoB N0. 4 178 93-3 DATE: 2-1-94Attn: Eustaquio Corti na
P.0. Box 3149Vail, C0 81658-3149 DAITY REPoRT N0. 37A SHEET 10F a
PR0JECT: Liftside Building, East of Uesthaven Drive and l,estin Hotel , South Frontage Road tJest, Vail, Colorado.
SPECIFICATIOI{ CO}{PACTIOI{ & I,IATERIAL
I'IINI}IUM REQUIRED II{-PLACI DEiISITY: 951 AS DETERT4I ED BY: ASTM D-698
CONSTRUCTI0II CONTRACT0R: Stan Miller, Inc. TEST LOCATIOI{S UERE SELECTEO BY: Chen-florthern
TYPE AND U BER 0F EARTH M0VIll6 Ut{lTS: Trackhoe
TYPE AliD I'IUMBER 0F COllPACTI0t'l UlllTS: Eonas THICKNESS 0F LIFT: 12-18"
l,lETHoD 0F ADDIT{G I'i0ISTWE: llul'l8tR 0F PASSES: as reoui red
TEST
0.
LOCATIOI{
DEPTH OR
ELEVAT IOIi
( FEET )
LABOI IATORY FITtO
PERCTNT
(RELATIVE/
l'lAX I l.lu|'l )
OBTAi tIED
SOIL TYPE
ltAx Ittuil
ORY
OEt{ S I TY
(pcf )
oPT l tttufi
I.IO I STURE
c0r{TEilT
(x)
oRY I Mor STURE
DENSTTY I C0NTtNT
tPcF) | (r)
LZ Corner formed by
Halls on Lines
|rand9
6' bel ow
57'10.I35. 9 7.2 99.2 8.t
well graded gravel
with sand
FULL TIME OESTRVATION X PART TII.'II OESERVATIOTI
THIS REFORT PRESENTS oPINToiIs FOR''IEo As A RESULI oF oUR oiSEFTArto s oF FILL PLACE}IEHT. wE HAv€ R€LtEo oX THE CO}ITRACT0R TO
COI{TIMTE APPLYII{G THE RECoa'|.|ENDED COIiPACTIYE €FFoRT AtlD I'DISTUnE TO FILL DUBIT{G THE TIMES VHE}{ orrR OBSERVER 15 Nor OSSERVIr{G
OPENATIONS. TESTS ANE }$DE OF THE FILL O'{LY AS BELIEVED }IECESSARY
'O
CALIBRATE OI.,R OBSERVER'S JUDGE}IENT. TEST DATA ARE I|oT
THE SOLE EASIS FOR OPIIIIONS ON I*IETHER THE FILL iIEETS SPECIFICAIIONS.
THE TIUCLEAR DE}ISOi,IETER I'IETHOD OF TESTI]{6 UAS USEO TII SUBSTA TIAL ACCOROAI{CE I'[TH ASTI.{ OZ99E A O 03017.
PRELI},III{ARY OBSERVATIOI{S AiID/OR TEST RESULTS VERBALLY REPffiTED TO:
PROGRESS REPORT:See attached report.
COPIES: R.A, flelson & Assoclates, Inc.;
J V A, Inc.; Gwathney Pratt Schultz;
Tonn of VaiI;
Carolyn Adams Fred R. Caneron
FIELD OESERVTR APPROVED BY
A3 a rnuttlr'l prot.ctlon to cllrnt!, th. publlc .nd ours.lv.3, .ll r.ports rr. 3ubmltt€d 13 thc conffdantlll proP.rty of oua cll.nt.,
dnd ruthorltrtlon for publlcatlon ot statenant, conclu6lon3 or cxtilct3 troi| or r.grrdlng our r.porti lr FararYcd Pandlng our rrlttatrptrov.l. SrnplGs rlll b. dlrpot.d of rft.r t.rtlng l3 complGt.d unl.3!' oth.r !rr.ng.n.nt' .r. ugro.d to ln wrltlng.
A F.trber of thc !J! Sroup of complnl.r
t
CHEN.NORTHERN, INC.
coilsuLT I ltc EltctlEErs ArD scrEITtsTs
REPORT OF CONSTRUCTTON ACTIVITIES
T0: MEcl.l EnterprisEs JOB XO. 4 I7S 93 3 DATE: 2-1-94Attn: €ustaquio Coftina
P.0. Box 3149vait co 81659-5149 DAILy REPTORT lro. jZA sxEET ? OF Z
PROJECI: tiftside Building, South Frontage Road, Vail, Cotorado
lle retested an area in the corner forned by Halls on Lines 9 ard H. This area had been tested ontxo Previous visits 8rd tests had failed dle to frost in materiat. Contractor atteflpted to thau
9fa ryt tests today indicated naterial ras stitt frozen. Dave Schreiner accepted this 15 to l8'rlift of on-site material on top of pea graveL (beddinq for perirmter drain). Additionat tifts ofHalt backfilt material xilt be a very rocky inported rnterial rrith very feu fines (they catt itdredge). ( Tom Allen approved. )
Several lifts of the above nentiond ifiport materiat nere ptaced over ratar line exterding from the
hydrant at Hest erd of Halt on 2.9 tine to rall on R tine ard approximatety p,? tine. A Bomg Has
used to cqrPact backfiLl material. lateriat contains too lruch roik to test xith nuctear der6ometer.
It appeared that ade(pote corpact i ve effort Has apptid to eater line backfil.t.
PROGRESS REPORI
COPIES
R.A. iletson & Asso. - Attn: Rick Agate
J-V.A. Inc.
crathmey Pratt Schut tz
Toxn of vail - Attn: Dan Stanek
Carotyn Addns
FIELD OBSERVER
Fred CflEron
APPROVED BY
A3 a nstual prot.ctlon to cllants, th. pllbllc .nd our3.lv.r, .ll r.porti rr. iubnltt.d !r thi contid.ntl.l lrop.r'ty of our cll.ntr, .ndduthoFla.tlon tor publlcrtlon ot strtdD.nt. Conclurlon3 or.rtrlctE fron or r.g.rdlng our r.portr li r.r.rv.d F.ndlng our F ttt.n.pprov.t.Snhpl.t rlll b. dJrFo3.d of.tt.r t.stlng lr cohpl.t.d uhl.3r oth.r rrrangdrents ari. rgrcri to ln vflt{ng. -
A m. btr ot th. HIH group ot complnt.s om r.. c|f,roe .,ret
CHEN-NORTHERN, INC.
coflsuLl|[G EtGt]IEERS AXD SCTEIT I STS
REPORT OF CONSTRUCTION ACTIVITIES
TO: r'tEcl| Enterpfises JOB ]tO. 4 178 93 3 DATE: 2-2-94
Attn: EustacFii o Cort i na
P-o. Box 3149
vait co 81659-3149 DAtLy REpoRT [o. 38 SHEET I Or 1
PROJ€CT: Liftside 8ui1din9, South trontage Road, Vait, Colofado
Ue Here on site to observe ralt backfitl op€rati on in corner area south ard Hest of ratls on tines
!l ard 9, Four tifts of 12-'18't each rere placed dJring tim re xere on site. Xaterial being truckedin today appears to contain rEfe rock ard even less fines than originat matefial, contaactor
app€ard to be apptying adequate coflpactive effort to Hatl backlitt material (backfilt tjp to 57'
10tr at 5:00 Plrl).
ge also tested concrete this trprning ard picked [p test cylinders cast yesterday (2-1-94t.
PROGRESS REPMT
coPtEs
R.A, tlelson & Asso. - Attn: Rick Agate
J.V.A. I nc.
GHathnEy Pratt Schuttz
To*n of Vsil - Attn: oan Stanek
carolyn Adars
FIEID OBSERVER
Fred caFron
APPRWED 8Y
l
As a mutu!l pFot.ctlon to cll.rtr, th. pubtlc rnd our!.lv.r, !ll reports rr. sub|t|ltt.d.3 th. contl.l.ntlcl prop.rty ot our cll.nts' rnd
ruthorl:!tton tor publlc.tlor ol rt.t! .rt, Corclu!lonr or.rtrrcti tron or r.grrdlng orF r.porti l3 !..t.rv.d p.ndlng our wrlttan aPProvrI 'Sahpl.r trlll b. dirpor.d of.ft.i trstlng ir cdnFl.t.d unl.rr oth.r. rrrrnguint* .|". .gr..d to ln wl^ltlng.
A m.nb.r ot th. !!! group ot comp.nl.3 rd. ro' .tEl@a ./el
CHEN-NORTHERN, INC.
co sutlrllc E[cIitEERs AID SCtE]tT l sTS
REPORT OF STRU TURAL STEBT
lo: lifEc Enterprises Jo8 ilo. 4 l7g 95 3 DATS: 2-3-g4Attn: Eustaquio Cortins
P.o. Bor f149vail C0 81659-3149 DArLy REpoRT [0. 39 SHEET I or I
PROJECT: Liftside Building, south Frontage Road, Vail, colorado
Teflperature at l:00 PX - 18 degrees
The shear studs rere acorrsticalty tested on the third ftoor tevel 59, Ott/64, 3tt betxeen grid I ines
1Z'Z? ard AA-0- Approxinatety 15X of the studs faited nhen struck },ith a hamner. Several did not
pass the 15 degree berd test. [o lr.!r.F. had been placed at the tim of my visit. Tbe prddle retds
rere found to be acceptable but many sheets had not been b,utton frfiched,
The A525 botts ani fitl.et Hetds rere visually observed at the above location and rere found to b€
acceptable except one $etd at A-12. The uetd did mt rFet the 5/15t' thickness requi rernent,
PROGRESS REPORI Dave xith R. A. Belson and Bob Hith the erection crer rere infornpd of rry observat i ots.
COP I ES
R.A. lletson & Asso. - Attn: Rick Agate
J.V,A. Inc.
CHathmey Pratt Schuttr
To$n of Vail - Attn: Dan Stanek
Darrel I Huss
FIELD OtsSERVER
Fred caneron
APPROVED 8Y
Ai r ll|ut|rrl prot.ctlon to cli.ntr, th. publlc lnd ouF3.lv.r, al'l r.portt !r. lrbnlttcd rr th. confld.ntlrl prop.rty ot our cll.nt!, .nd
.uthorlaatlon for publlc.tlon of.t.t.6.nt. Conclrrlonr or.xtr.ct. lrom or r..g.rdlng our rGpor.ti ln r..r.rv.d p.ndlt|g our riltt.6 rFpiovrl.Slnpl.t wlll b. dlipor.d ot.ft.r t.3tlng lt conpl.t.d unl.rr othar arrrhg.maht3 rr. rgt'..d to tn r|rlt{ng.
A ntcmb.r ot th. HIB group of comprnl.r tmr rr, sGroc^ 6,nl
CHEN-NORTHSRN, INC.
CONSUL' IIIG EiIGIIIEERS AIID SCTETITISTS
REPORT OF CONSTRUCTION ACTIVITY
T0: ilEC Enterprises JOB XO, 4 178 93 t DATE: 2-3-94Attn: Eustaqui o Cortina
P.0. Box 3149
Vail. co 81659-3149 DAr[y REPORT [o. 39A SIEET I OF I
PROJSCT: Liltside Buitding, South Frontage Road, Vail, Cotorado
contraetor ptarned a 4 foot thick tift of irport materiat to aid yorkers Haterproofing extenlor ofrratt. This tift eas tater dragged back out and corpacted in fn-spec thick lifts.
llateriat used is remaining more rocky in content than initiat mateFiat.
PROGRESS REPORT
coPlEs
R.A, llelson & Asso. - Attn: Rick Agate
J.V.A. Inc.
Gxath$ey Prstt Schultz
Tolrn of Vail : Attn3 Dan Stanek
caFotyn AdarB
FIEID OBSERVER
F red cdmron
APPROI'ED 8Y
A3 r hutu.l prot.ctlon to cll.nt3, the publlc .nd ours.lv.i, .ll r.ports .r. lubr|ltted ra thc contldontl.l prop.rty ot out cll.nta, andruthorl2!tlon lorFubllcltlon ot statmant. Conclu6lona or.xtr.ctr trofi of rcgardlng our raport3 l3..rrfyad Fandlng ou|. rrlttrn approval,Stt|nP|.3 lll b. dltpoi.d ot .ft.F t.iting l. cofipl.t.d unl.sr oth.r rrrang.Rrcnt:' ar. rgracd to ln rrltlng,A irctrDcr ot th. !!! group of conp.nl.3 .orr rd. cr*r€a 6/'
CHEN-NORTHERN, INC.
collsuLlt ltG EilctIEERS AltD sctEltTISlS
REPORT OF CONSTRUCTION ACTIVITV
lO: IlECll Enterprises JOB [O. 4 t7B 93 3 DA'E! 2-4-94Attn: Eustaqui o Cortina
P.O. Box 3149
Vail. co 81659-3149 DArLy REpoRT [0. 40 SHEEI I oF 1
PROJECT: Liftside Suitding, South Ffohtage Road, Vait, Colorado
contractor ptaced and conpacted a tift of rocky inport materiat south ard rest of corner formed by
7 and R t ines.
lJaterproofing and rigid insulation rere instalted on exterior of xalls on 9 and H lines. fraltbackfill can be ptaced at top of r,atl.
Afea lrest of Hat[ on 4 line ard south of Hall at approximatety L tinr has been tented ard is being
heated to thaH {rozen rmteriat at footing grade.
only one end d.rp toad of backfitl material brought in as of noon today aId this ras not yet plocd.
PROGRESS REPORT
coPt Es
R.A, etson & Asso. - Attn; Rick Agate
J.V.A, lnc.
GHathnFy Pratt Schul tz
Torn of Vail : Attn: Dan StBnek
c8rolyr Adalrs
fIELD OBSERVER
Fred cameron
APPROVEO 8Y
Aa ! mutual prot.ctlon to cllrntt, th. Fuhltc.nd osr3.lvt!, .ll ..ports rlr 3ubnltt.d .r th. cohfldcntl.l prop.rty ot orr cll.ntt' .nd
authorlz.tlon for publlc.tlon of 3trt.ir.nt. Conclu3loftr or.rtrrctr tro|n ot'r.gaidlng ouF raporta l3 r.s.rv.d p.hdlnt our rrltt.n.pprov.l.S.nlpl.3 wlll b. d{3por.d ot.tt.r t.3tlng l. conpl.t.d lhlcs3 oti.r- .Fr.ng.m.ntr rr. .gr...d to In r,rltlng.A m.mbar of th. !!! Srosp of conplnle3 ror. r.. crrdr 6'|l
CHEN-NORTHERN, INC.
COI{SULII XG EIIGIIIEERS, AIID SCIE}ITtSTS
REPORT OF CONSTRUCTTOT ACTTVITY
T0: HECII Enterpfises JoB lto. 4 178 93 5 DATE: 2-7-94Attn: Eustaquio Cort ina
P.O. Box 3149
Vait co 81659-3149 DAILY iEpoRT fio. 41 st{EET I oF I
PROJECT: Liftside Buitding, South Ffontage Road, Vait. Colorado
since our last visit the area Hest of g tine srd south of il line had been backfitted to an
apProxinate etevation of 62.0 feet, Bontrsctor had ptaced approxinately 3 ptus tifts. ge observed
the third tift being placed and cofpEcted.
Ue alsp observed bottqn of tented area pest of tine 4. stitl frozen material ras being rflpved ard
areas of bedrock rere shoring. this is the next area to be bacffitted.
PROGRESS REPORT
coPt Es
R.A- llelson & Asso. - Attn: Rick Agate
J.V,A. lnc-
Gmth'||ey Pratt Schul tz
Tovn of Vait - Attn: Dan stanek
Csrotyn Adams
FTEID OSSERVER
Fred cameron
APPROVED BY
As r nuturl prot.ctlon to cll.ntr, th. publlc.nd our3r'|v.3, !'ll r.por-ts .ra 3ubBlttcd 13 th. confldentlr! ProP.rty ol our eIl.nt3, and
.uthorlr.ttoa for Fubllcrtlon of it.i.tl|rnt. Conclr,ts{onc or.rtrrcir tro|tl or reg.rdlng our r.port3 It r.t.rv.d p.ndlng our ||rltt.n .pProv.l.
SanplGi r.lll bc di3potcd ol rtt.r t.stlng l3 collpl.t.d unlatr oth.r lrrlngcn.nt3 .ra .grced to ln t rltlng.
A h.mb.r ot th. !!! group of conrp.nle3 .oin ro. s€rocr.trer
I
eHEN-NORTHERN, INC.
cotitslJll t [c E]|GnEERS AID SCtE]tTtSTS
REPORT OF STRUCTURAL STEEL
lo: llEcu Enterprises JoB ilo. 4 178 9j S DATE: ?-g-94Attn: Eustaqui o Cortina
P.O. Box 3149
Vait CO 81659-3149 DAILY REpORf No. 12 SHEET I oF I
PROJECT: tiftside Buitding, south Frontage Rord, vail, Cotorado
Teflperature at 8:15 - 18 degrees.
The shear studs Here acousticat ly tegted on the fourth ftoor levet 69t 6ttf74t9tt b€treen grid lines
AA'o ard 7-?Z except a snatl area betxeen 7-8 and U-H. The studs rere found to be occeptable rhen
struck ltith . hadrer. Approxirnatety one half of the deck (7-12 ard AA-Q) ras coverd xith snor and
the puddl e retds and side laps could not be observed. lhe other hatf is acceptabte, The fittet
eelds and 4f,25 botts xefe visuatty observed at the sanE locbtion ag the shear studs ard rere forrdto be acceptable except one Ulz be at 3-13.3. The erted pas set lor in the uatt ard onty the
botton hatf of the shear tab could be relded.
Dave ard Bob reported that the out of spec iters from our last inspection heve been corrected arid
rle ob6efved the shear studs on the east hatf rere retested and found to be acceptabte. Ihe Hest
half ras covered Hith concrete and coutd not be fetested,
PRoGRESS REPORT Dave Hith R. A. letson ard 8ob ].ith the erection crep Here lnfonned of lry obsenvations.
coPtEs
R.A, iletson & Asso. - Attn: Rick Agate
J.V,A. Inc,
GLathrEy Pfatt Schul tz
ToHn of Vait : Attn: Dan Stanek
Dorrel t Huss
fIELD OBSERVER
Fred Camrron
APPRO/EO BY
A3 ! mutu.l prot.ctlon to cllant3, th. publlc.nd our3alv.G, !ll r.portr.r. iutmltt.d 13 th. conlld.ntl.l Frop.rty of our cll.nta, rnd
authorlzrtlon lor pub'llcrtlon of stataibnt. Concluilons or axtrrcts lton|oiraglrdlng our rcportr l3 i.rt.rvad Panallng our rrlttan lDProval,
S.mplc3 wlll ba d{3por.d of .ttcr taitlng l3 compl.tcd unl.st ath.r .rr.ng.nr.nt3 er. agrccd to In wrltlng.
A mcmb.r of th. !!! sroup ot comprnl.i to.,| Hr, c|froc' 6,ret
%on
-.', f ,.:!CHEN.NORTHERN, INC.
COIISULTIl{6 EI{6II{EERS AND SCIENTI STS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: MECI'I Enterpri ses JOB N0. 4 178 93-3 DATE: 1-11-94Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F IVail, C0 81658-3149
PROJECI: Liftside Buildtng, east of lJesthaven Dfive and Uestin Hotel , South Frontage Road l{est, Vail, Colo.
PLACE},IEI{T LOCAT IOt{ :S lab fon Unit C-41
BATCH TICKET I I{FORI'IAT I OI{
TRUCK t{0. 97
TIl'lE EATCHED: 8:39
TICKET NO. O1C98i
TIIIE ARRIVED: 8:50 T I I'IE
SUPPLIER: l,restern Mobi I e
MIX DESIGT{ t{0. 8-4000
PLACED: 9:00 CU. YD. L0AD/ACCU|,|: 7lL4l28
FIELD TESIING INFORI,IATIOI{ SAI.IPLE TEI,IP: 58.F AIR TEI.IP: O"F
TIIIE TEST TAKEN: 9:26 SLUl,lP: 5.0 ltl. AIR COi{TEI{T: 4.9X UET UI{IT UEIGHT: 141.3
J08 SPECI FICATI0I{S: SLul'lP: Il{. AIR C0t{TEllT: % i,ATER ADDED AT SITE I0GAL.
CYLITIDER INFORMATIOI{
N0. 0F CYLII{DERS: 6 CYLINDER SIZE: 6"x 12" TI}IE CYLINDERS CAST: 9:36 ITHERE CAST: 0n-Site
CURING II{FORI,IATIOil
INITIAL CURE: 24 hours 0n-Site
DATE RECEIVED AT LAB: 1-13-94
FIELD STORAGE FAGILITIES: Heated Trai'lerBY: C. A.MIN/MAX
AGE
DAYS
DATE
TESTED
TOTAL LOAO
(LBs)
D IAI,IETER
( r NCHES )
AREA
(sQ ilr)
COI,IP. STR.
(Psr )
TYPE OF
FRACTURE
CYL IIIDER
I{E IGHT
(LBs)
CYLINDER
UIIIT UEIGHT
(PCF)
I
7
28
?8
28H
28H
1- l8-94
1-18-94
2-8-94
z-8-94
u -8-94
2-8-94
104 ,000
102,000
131,000
144,000
140, 500
147 .500
5.99
5.99
6. 08
6. 08
6.08
6.09
28. 18
28. 18
29.03
29.03
29.03
29. l3
3690
3620
4510
4960
4840
5060
shear
shear
con/shear
conlsp) i t
con/shear
con/spl i t
DES]GN STREi{GTH 4OO()PSI @ 28 DAYS
TESTS BY LABORATORY PERSONI{EL ARE II{ ACCORDANCE UITH APPLICABLE ASTM I,IETHODS UNLESS OTHERIIISE I{OTED
SOI,IE INFORMATIO}I ()F TEST REPORT I,IAY BE PROVIDED BY OTHERS
REMARKS:1% non-chloride accelerator added to this mix.
CoPIES: R.A. l{elson & Assoclates, Inc.
Town of Vail; llestern llobile;
J V A, Inc.; Gwatlnuy Pratt Schultz;Carolyn Adarns Bobby J. Hays
FIELD OBSERVER APPROVEI) BY
Ai a mutqll prot.ctlon to cll€nts, th. publlc lnd ours€lvos, all raports ere subhittad as th€ confldl€ntl.l piop€rty of
clients. ahd .uthorlzrtlon for publlcdtlon ol statement3. Conclusions or cxtracts froh or iegardlng our rcports l5 ralarvad
F6ndlng our- Hr"lttcn .ppr"oval. S.mplcs ||lll b. dl3Fo5.d of.fter tcstlng l! completed unlels other lrFAngemcnt3 .gr..d tolr wrlting,
A nsnbor of th. !I! gr.oup of comprnl€s Form t{o. CtlEll3A 6/91
CHEN.NORTHERN, INC.
coilsulTltio EilGIilEERs A 0 SCIE TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As a mutur'l protectlon to cllanti, th€ p{rbllc.nd ours.lvcs, .ll r€por.ts rr. subftltt.d .., the confldlantlal prop€rty olcllentB, .nd iuthorlzltlor for Fubllcation of itatercnt3. Conclusloni or cxtracts from or r.Eardlng ouF r€port3 l! Fcacrv.dp€nding our rrltt.n rFproval. Slmpleg lrlll b. dl3po3Gd of rft€r ta3tlng ls completcd unlcas othar arr.ngements agrc.d toIt rritlng.A |hemb€t. o,f th€ !q! group of coDrp.nles Fofm No, CMEll3A 6/91
T0: llECll Enterprlses JOB 1{0. 4 178 93-3 OATE: 1-14-94Attn: Eustaqui o Corti na
P.0. 8ox 3149 SHEET I 0F IVail, C0 81658-3149
PROJECT: Liftside Building, east of Uesthaven Drive and |lesti n Hotel , South Frontage Road flest, Vai1, Colo.
PLACEMEI{T LOCATIOi{: l{orth and east walls of pool at Lines U through AA and I through 12.
BATCH TICKET I t{F0Rl4AT I01{ SUPPLITR: Uestern ilobile
TRUCK l{0. 189 TICKET t{0. 011025 l,ilx DESIGN 1{0. 39
TIltfE EATCHED: 1l:52 TIIIE ARRIVED: 12:05 TItlE PLACED: 1?:20 CU. YD. LOAD/ACCUYIt 7 !21135!
FIELO TESTTIIG II{FORI.IATIOII SAMPLE IEIi{P: 62'F ATR TEiIP: 4O'F
TIIIE TEST TAKEIi: t2:35 SLUIIP: 3 1/2 It{. AiR C0t{TEtlT: 4.5i1 ltET UNIT IIEIGHT:
JOB SPECI FICAT 101{5: SLUl,lP: 4 IN. AIR CONTEIIT: 4-89( \TATER ADDED AT SITE 0 6AL.
CYt IIiIDER I I{FORI.IAT IOI{
l{0. 0F CYLII{DERS: 6 CYLINOER SIZE: 6"x 12" TIME CYLII,IDERS CAST: !2:45 UHERE CAST: On-Site
CURI }16 I I{FORI.IATION
II{ITIAL CURE:24 hours 0n-Si te
DATE RECEIVED AT LAB: 1-15-94
FIELD STORAGE FACILITIES: fleated trai'lerBY: C.A.!rr N/r'rAx
A6E
DAYS
DATE
TESTED
TOTAT IOAD
tLBs)
DIAHETER
(Il{c$ES)
AREA
(sQ lH)
col,lP. sTR.
(Psr)
TYPE OF
FRACTURE
CYLI NDER
I{E I6HT
( LBS)
CYLT I{DER
UI{IT IJEIGHT
{PCF)
z8
28
28
28H
28H
l-21-94
l-21-94
2-i 1-94
a-t I -94
?-11-94
?- 11-94
117 ,500
122,000
150,000
151 .000
152,000
157.000
6. 00
6.09
6.08
6.07
6 .00
6.00
28.?7
e9. 13
29.03
28.94
28.27
28.27
4160
4190
5i 70
5220
5380
5550
shea r
snear
DES IGI{ STREI{CTH 4OOO PSI O 28 DAYS
TESTS BY IABORATORY PERSONNEL ARE II{ ACCORDAI{CE IdITH APPL]CABLE ASTI.I }IETHOI}S UNLESS OTHER}IISE I{OTED
SOI.IE INFORiIATIOI{ OF TEST REPORT MAY BE PROVIDED BY OTHERS
REI,IARKS:1% non chlor acc. added to the nix.
CoPIES: R.A. l{elson & Associates, Inc
Town of Val I ; Uestern l,lobi 1 e;
J V A, Inc.; Gwathney Pratt Schultz Carolyn Adans Bobby J. Hays
FIELD OBSERVER APPROVED 8Y
CHEN-NORTHERN, INC.
COI{SULTI l{G EITGIIIEERS AI{D SCIEI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: llECl,l Enterprl ses JOB N0. 4 178 93-3 0ATEI 1-17-94Attn: Eustaquio Corti na
P.0. Box 3149 SHEET 1 0F I
Vai l, C0 81658-3149
PR0JECT: Lifts'ide Buildtng, east of llesthaven Drive and Uestin Hotel , South Frontage Road tJest, Vail, Colo.
PLACEMEIIT LOCATIOT{:Ualls; staircore A at tlev. 101
EATCH TICKET I N F0Rl'lAT lOtl SUPPLIER: Uestern l'lobi le
TRUCK l{0. 189 TICKET ilo. 01 1034 },|lX DESIGT{ ilo. 39
TIIIE BATCHED: 12:12 TIlllE ARRIVED: 12:28 TIME PLACTD: 12:40 CU. YD. L0AD/ACCUI,|: 65/65/13
FIELD TESTING II|F0RMATI0I{ SAI,IPLE TEIIP: 66'F AIR TEMP: 2fF
TIIfE TEST TfTKEN: l?:47 SLUMP: 2 3/4 Il{. AIR C0l{TE}lT: 4.5% }JET UNIT UEIGHT: 139.4
JOB SPEC IFICATI0i{S: SLUiIP: 4 It{. AIR C0ilTEliT: 4.81 hfATER A00EB AT SITE 6AL.
CYL I IIDER T I'IFORI,IATION
fl0. 0F CYLII{DERS r 6 CYLINDER SIZE: 6"x 12" TItilE CYLIT{DERS CAST: 12:57 UHERE CAST: On-Site
CURII{6 I I{FORIIATIOI{
IIIITIAL CURE: 0n-si te
DATE RE0EIVED AT LAB: l-19-94
F]ELD STORAGE FACILITIES:8Y: BH til I N/MAX
AGE
DAYS
DATE
TESTED
TOTAL LOAD
(LBS)
DIAI.IETER
( I r{cHES )
AREA
(SQ IN)
coilP . sTR.
(PSI)
TYPE OF
FRACTURE
CYLII{OER
UEIGHI
(LBs )
CYL II{DER
Ul{IT t,EIGllT
( PcF)
28
28
28
28
L-?4-94
1-24-94
?-!4-94
2-14-94
2-14-94
?-14-94
127 ,000
123 ,000
150,500
165,000
152,000
15?.000
6.08
6.08
5.99
5.99
s.99
6.00
z9.03
29.03
28. 18
zg.l8
?8. t8
28.27
437 0
4240
5340
5860
5390
5380
shear
shear
shear
con/shear
shear
shear
DESi6II STREI{GTH 4000 PsI 0 28 DAYS
TESTS 8Y LABORATORY PERSOT{I{EL ARE IiI ACCORDAI{CE UITH APPLICABLE ASTII I'IETHOD5 UIILESS OTHERYISE }IOTED
SO}fE II{FORIIATIOI{ OF TIST REPORT IiIAY BE PROVJDED 8Y OTHERS
REI.IARKS:1% non chl ori de
COPIES: R.A. l{elson & Associates, Inc.;
Town of Vail; l'lestern Mobile;
J V A, Inc,; cviathmey Pratt Schultz;Carolyn Adams Bobby J. Hays
FIELD OBSERVER APPROVED BY
As a |nlrturl protectlon to cIl€nts, thc pu!l{c
cllent3, end authorlzrtlor tor publl.atlon ofpendlng our wrlttan approvr'|. Samples rrll'l bcln ldritlng.
A m€rnbcr ol th€ !!I Eroup of comprnlei
rnd oursalvai, all reports
3tatanant3, Conc l usl on3 or
di spoaad of rtter testlng
ar€ sub.nittad a3 tfte confldter|tlrl prop.rty of
e,(tr.tct3 fron or regardlng oui rcports lE r.tcrvadls complatad unless oth€r arrangamQnts agr"eed to
Form No. CME113A 6/91
CHEN.NORTHERN, INC.
COIISUITI116 EII6I IIEERS AI{O SCIENTISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As a mutrrl protcctlon to cll€n!;, the publlc and ours.lv.3, all report! ar. submlttcd.t th. confl.llentl.l proPtrty ot
clicnts, and .uthori?.t16r foi Fublicitlon of 3t.t€6.nti. Concturlonr or e,(tr.ct3 fro'| or !"€gardlhg our i.ports l3 rcaerv€d
pendlng ou|. [rltt€n .pprov6't, S.mples will br dlrFo3.d of dfter tostlng is coDplctcd unl.ss oth€r lrrangdt nts rgre.d to
in Hri tinE.
A memb€r ol the EI! group ol compdnl€s Forn No' CME113A 619l
T0: llECll Enterprises J08 tlO. 4 178 93-3 DATE: 2-l-94Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F 2Vail, C0 81658-3149
PR0JECT: Liftside Building, east of Vesthaven Orive and yestin Hotel , South Frontage Road lJest, Vail, Colo.
PLACEI'IEIIT LOCAT ION :Slab at uni t C-52
BATCH TICKEI ItlFoRllATIol{ SUPPLIER: Uestern Hobile
TRT CK H0. 1s0 TICKET r{0. 011140 HrX DESIGT{ I0. 44
TII'|E EATCHED: 9:31 TIIIE ARRIVED: 9:55 TIIIE PLACED: 10:04 CU. Y0. L0AD/ACCU!4: Tll4l1B
FIELD TESTIt{6 II{FORMATION
TIIIE TEST TAK[I{: l0: l1
JOB SPECIFICATIONS:
SLUiIP: 3 3/4
5LUI1P:
IN.
Ir{.
SAI.IPLE TEI'IP:
AIR C0t{TEt'lT: 5.8 X
AIR C0ltTEllT: %
57"F AIR TEIIP: 10'F
UET UNIT ll€IGHT: 137.3
IIATER ADDED AT SITE 3 GAL.
CYL I I{DER ItiFORI,IAT]OI{
tlO. 0F CYLINDERS: 7 CYLIi{DER SIZE: 6"x 12" Til'lE CYLINDERS CAST: 10:?l IIHERE CAST: On-Site
CUR1116 II{FORMATIOII
il{ITIAL CURE: 24 hours 0n-Site
DATE RECEIVED AT LAB: 2-?'94
FIELD STORAGE FAC I L ITIES:
8Y: C. A.HIr{/r'rAX
AGE
DAYS
DATE
TESTEO
TOIAL LOAD
(L8s)
OIAI'IETER
( I ilCHES )
AREA
(sQ Iil)
cs.lP . sTR .
(PSI )
TYPE OF
FRACTURE
CYL INDER
IIE I GHT
(LBs)
CYtII,ID€R
UNIT !'EIGHT
(PcF)
7A
7A
FC 7A
28A
28A
28AH
28AH
2-8-94
z -8- 94
2-8-94
3-l-94
3-l-94
3 - 1-94
3- l-94
102, 000
99,000
112.500
5. 99
5.98
6.09
e8. i8
28.09
29. 13
3620
3520
386 0
shear
snear
shear
DESIGIi STRENGTH 4000 PSI @ 28 DAYS
TESTS BY LABORATORY PTRSOI{I{EL ARE IN ACCORDANCE IIITH APPLICABLE ASTI.I I'IETIIODs Ui{LESS OTHERI.'iSE NOIED
SO},IE II{FORI.IATION OF TEST REPORT I'IAY BE PROVIDEO 8Y OTHTRS
RE|IARKS: Another 4 gallon of water added after sl urnp test was perfonned.
COPIES; R.A. Nelson & Associates, Inc
Tovm of Vail; lJestern ilobile;
J V A, lnc.; Gwatlmey Pratt Schultz Carolyn Adans Bobby J. Hays
FIELD OESERVER APPROVED BY
CHEN.NORTHERN, INC.
COI,ISULTI NG EI{GIIIEERS AIIO SCIENTISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: I'lECl.{ Enterprises J08 ll0. 4 178 93-3 OATE: Z-l-94Attn: Eustaouio Corti na
P.0. Box 3149 SHEET 2 0F 2Vail, C0 81658-3149
PROJECT: Lifts'lde Building, east of l,lesthaven Drive and Vestin Hotel , South Frontage Road llest, Vail, Colo.
PLACEI,IEiIT LOCATION :tJall, L line frorn P.4 to P.5.
EATCH TICKET INF0RMATI0il SUPPLIER: Uestern llobile
TRUCK N0. 161 TICKET t{0. 011149 ilrX DESIGT{ ilo. 39
TIl,fE BATCHED: l:56 TIl,lE ARRIVED: 2:20 TIME PLACED: 3:05 CU. YD. L0AD/ACCU[: 7/7114!
FIELD TESTII.IG IilFORI'IATIOI{ SAI,IPLE TEI'IP: 6O"F AIR TE P: lO"F
TIIIE TEST TAKEl,l: 10:11 SLUMP: ? 3/4 I1{. AIR C0tlTEl{Tr5.4 X UET UI{IT IIEIGHT:
JOB SPECI FICATI0I{S: SLUMP: Ill. AIR COI{TENT: X' l,lATER ADDED AT SITE 3 6AL.
CYL J IIDER II{FORi.IATION
N0. 0F CYLINDERS: 6 CYLINDER SIZE: 6"x 12" TII'IE CYLI DERS CAST: IIHERE CAST: 0n-Site
CURINC I]IFORI,IATION
INITIAL CURE: 24 hours On-Site
DATE RECEMD AT IAB; 2-2-94
FIELO ST0RAGE FACILITIES: heated trailer exceut fof Fieid Cure
BY: C. A.MIt{/l.tAx
A6E
DAYS
DATE
TESTED
TOTAL LOAO
(LBS)
DIAI.IETER
( INCHES)
AREA
(sQ rr{)
coilP. sTR.
(Psr )
TYPE OF
FRACTURE
CY L I1{DER
IJE I6HT
(tBs)
CYL 1I{DER
UI{JT IdEI6HT
( PCF)
7B
IB
FC 78
288
288
289H
2-A-94
2-8-94
2-8-94
3- I -94
3-1-94
3-1-94
117,500
1?0,000
118.000
6 .08
6.00
5.98
29.03
?8.27
28. 09
4050
4240
4200
shear
con/shear
shear
DESlGl{ STRENGTH 4OOO PS] O 28 DAYS
TESTS BY LABORATORY PERSOT{I{EL ARE II{ ACCORDANCE I'ITH APPLICABLE ASTM METHODS UNTESS OTHERIJISE IIOTED
SO},IE IIIFORI,IATION OF TEST REPORT I.'IAY BE PROVIDED BY OTHERS
REMARKS: Pour was de'layed, a 6rane was needed to place concrete, 1% non chloride accelerater added
to this mix. Sample obtained from concrete truck discharge.
COPIES: R.A. llelson & Associates, Inc
Town of Vai I ; llestern }lobi le;
J V A, Inc.; Gwathney Pratt Schultz Carolyn Adanrs Bobby J. Hays
FIELD OBSERVER APPROVED BY
A3 e mutu.l protactlon to cll€nts, thc Fubllc and our3elv€s, all report3 !F. lubmlttad as the confldlcntlrl prop6r"ty ofcll€nt3, and author'lzttlon foF publlcation of rtatdnant3. Concluslons oF extrlcts from or rcgardlng our" r€por^t3 13 rescrvodp€ndlng our vrrlttcn approval. SanFles nill bc dlapoiad of rft€r i€stlng l3 completed unle33 oth€r rraingGments ag.ecd toln wrltlng.
A nemb€r of the lll group of companles Forfl No. C ElltA 6/91
CHEN.NORTHERN, INC.
COI{SULTI 116 EI{GII{€ERS AI'ID SCIEI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
Ar a nutu!1 protact{on to cliantg, the publlc .nd oqr3e'lv€5, !l'l r€po.ts rre suhnittad a3 the confldlentirl Frop€rty of
cllcntsj and luthorizatfon tor public{tion of stat6m€nt3. Concl(slons or axtract3 from or rggarding ouF rcports ir r.tervedpending our wrltten !pprovrl. S!|nFl6s will b. disposcd of rft€r testing ls cotnplet.d unlers other rrilng€nent3 agreod toln w.lt lhg.
A nemb€r af th€ E!! group of conpanl€s Fonn o. CtlEllSA 6/91
T0: MECM Entenpri ses JOB tl0. 4 178 93-3 OATE: 2-2-94Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F I
Vai l, C0 8t658-3149
PROJECT: Liftside Building, east of lJesthaven Drive and ltestin Hotel , South Frontage Road tlest, Vail, Colo.
PLACEl.lEllT L0CATI0N: Slabs for penthouses in Units C-51 and C-52 at Level 95.9.
BATCH TICKET I]{FoRl.lATIoli SUPPLIER: l,lestern Hobile
TRUCK N0. 114 TICKET t{0. 011154 I'iIX DESIGI{ t{0. 44
TIME BATCHED: 8:50 TIME ARRIVED: 9:10 TIfiE PLACED: 9:40 CU. YD. L0AD/ACCtll,l:
FIELD TESTIT{6 II{F0RMATIOI{ SAiIPLE TEl,lP: 51 T AIR TEiIP: 10"F
TIl,lE TEST TAKEII: 10:08 SLUMP: 5.0 I1{. AIR C0tlTEt{T: 6.31 UET UI{IT UEI6HT: 135.6
JOB SPEC I FICATI0I{S: SLUMP: It{. AiR C0I{TENT: g IIATER ADDED AT SITE 5 cAL.
CYLINDER i NFORMATION
N0. 0F CYLINDERS: 7 CYLINOER SIZE: 6"x 12" TIl,lE CYLI DERS CAST: 10:28 lrlHERE CAST: 0n-Site
CURING IIIFORMATiON
INITIAL CURE: 24 hours on-Site
OATE RECEIVED AT LAB: 2-4-94
FIELD SToRAGE FACITITIES: heated trailer
8Y: l{. J.Hit{/MAX
AGE
DAY S
DAlE
TESTED
TOTAL LOAD
(L8S)
0IAl,{ETER
( I NCHES)
ARTA
(SQ IN)
col.tP . sTR.
(Psr )
TYPE OF
FRACTURE
CYLI I{DER
t.,E I6HT
(LBs)
CYLII{DER
UIIIT I.'IIGHI
( PcF)
7
7FC
28
28
28
28H
2-9-94
z-9-94
2-9-94
3-2-94
3-2-94
3-2-94
3-2-94
88,500
88,000
92,000
6.09
5.99
5 .98
,o 1a
28. l8
28. 09
3040
3l e0
3280
shear
shear
shean
DESIGN STREI{GTH 4000 PSI @ 28 DAYS
TESTS BY LAB0RATORY PERSOI{|{EL ARE Ill ACC0R0AiICE tttlH APPTICABLE ASTlil i{ETHO0S UIILESS OTHERI'IISE ilOTEO
SOI,IE II{FORI{ATiOI{ OF TEST REPORT I,IAY BE PROVIDED BY OTHERS
REMARKS:1% non chl.ri de accelerater added to this mix.
COPIES: R.A. l{elson & Associates, Inc
Town of Vail I l',estern ilobilei
J V A, Inc.; Gwattsney Pratt Schultz Carolyn Adams Bobby J. Hays
FIELD OBSERVER APPROVED BY
CHEN.NORTHERN, INC.
COI{SUIT] I{G E]{GII{EERS AIID SCIEI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As. nutral prot.ctlon to cllenti, th€ FubIlc .nd ourr.lv.sr .ll report3 are aubmltt€d.i th€ conlldlcntl.l propaFty otcllentsr lnd a{thorizatlon for publlcrtlor of stat€mGnt3. Conclusioni or extrqcts from or reglrdlng our feport$ l3 ra3arvadpcn.llng our rrlttcn .pproval. Srnlpl.3 will b€ dlrposod of aftcr t€stlng l9 cohplGted unlcai other rFrAngen.nts.gr€.d to
A membei ;t thc HIH group ot comp.nl€3 Fofm No. CME113A 6191
T0: lilECl.l Enterprl ses JoB t{0. 4 l7B 93-3 DATE: 2-3-94Attn: Eustaqul o Corti na
P.0. Box 3149 SHEET I 0F IVail, C0 81658-3149
PROJECT: Liftside Building, east of lJesthaven Orive and hlestin Hotel , South Frontage Road l{est, Vai1, Colo.
PLACEi,IE}IT LOCATIOiI :tlall on L Li ne
BATCH TICKET I[F0RllATI0l{ SUPPLIER: t{estern Mob.ile
IRUCK t{0. 150 TtcKEI tto, 0 178 }tIX DESJGII tio. 39
TIHE BATCHED: 3:05 TIIIE ARRIVEO: 3:30 TIME PLACED: 3:42 CU. YD. L0AD/ACCU}I:
FIELD TESTIIIG I IIFORI.IATION
TIl.lE TEST TAKEI{: 3:52
JOB SPECIFTCATIOilS:
SLUf,lP: 4.0
SLUI'IP: 4
I t{.
It{.
AIR
AIR
SAI'IPLE TEHP:
COilTEIlT: 6.1%
C0 TE T: 4-8%
58'F AIR TEt'lP: 25oF
UET UIIIT }/EIGHT: 136.9
I,ATER ADDED AT SITE 6AL.
CYL I iIDER ] I{FORI.IATlOII
N0. 0F CYLII{DERS: 4 CYLII{DER SIZE: 6"x l?" TIl.lE CYLI?'IOERS CAST: 4:02 }IHERE CAST: 0n-Site
CURING ]flFORMATIOl{I ITIAL CURE: 24 hours 0n-Site
DATE RECEMD AT LAB: ?-4-94
FTETD STORAGE FACIITTIES:
BY : !l I li /MAX
AGE
DAYS
DATE
TESTED
TOTAL LOAD
( LBS)
DIAI.IETER
(INCHES)
AREA
(sq rfi)
col,tP. sIR.
(PSI )
IYPE OF
FRACTURE
CYLItIDER
UEICIfT
(L8S)
CYLI iIDER
UIIIT I/EI6HT
( PCF)
7
7
7FC
?8
?s
28H
28H
2-10-94
2-10-94
2-ta-94
3-3-94
3-3-94
3-3-9,4
3-3-94
111 ,500
119,500
89.500
5.99
6.08
6 .07
28.18
29.03
28.94
3960
4120
3 090
shear
con/shear
shear
DES ICI{ STRENGTH 4OOO PsI @ 28 DAYS
TESTS BY LA8ORATORY PERSOIIIIEL ARE iI{ ACCOROAIICE T/ITH APPLICABLE ASTII IIETHOOS UfILESS OTHERYISE IIOTED
SOI'IE I NFORI.IAT I OI{ OF TEST REPORT !,IAY BE PROVIDED BY OTHERS
REI'IARKS:1X Daraset accelerater,
C0PIES: R.A. l{el son & Assoclates, In6.
Town of VaiI; tlestern llobile;
J V A, Inc.; Gwathay Pratt Schultzi Carolyn Adams Bobby J. Hays
FIELD OBSERVER APPROVED BY
CHEN.NORTHERN, INC.
COI{SULTIt{G E1{6IiIEERS A]{D SCIEI.ITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
A3 r mutual prot€ctior to cIl.rts, th. publlc rnd ours.lv.E, all r€port3 lrc iubmitted.s th. confldlcntlal prop.rty otcllentsr rnd authorlzation for ptrbllcatlon of statem€nt3. Conclus'lon3 or artruct3 lrofir or- regrrdlng our roports 13 ies.rvcdp.hdlng our wrltt€n.pprov6l, SrnplG3 wlll bc dl3po3.d of aftcr te3ting l3 complatcd unl€ss othe. arrangerncnt3 rgrecd to
A memb.r 6t thc EI! group of comp.nle5 Forrn No. C!{Ell3A 6/91
T0: l'lECll Enterprises JOB N0. 4 178 93-3 DATE: 2-4-94Attn: Eustaquio Corti na
P.0. Box 3149 SHEET 1 0F tVall, C0 81658-3149
PR0JECT: Liftside Building, east of Uesthaven Drlve and llestln Hotel , South Frontage Road ttest, Vail, Colo.
PLACEI,IENT L0CATI0I{ :Slab for Unit B-22.
BATCH TICKET INF0RtlATIOtl SUPPLIER: tlestern ttobile
TRUCK N0. 161 TICKET ito. 011142 itIX 0ESIG t{0. 44
TIl,tE EATCHED: 9:53 TIIIE ARRIVED: - TlttE PLACED: - CU. YD. L0AD/ACCUI,i: 7 tLLt?g!
FIELD TESlil{G I NF0RI,|AT I0l{ SAIIPLE TEIIP: 55'F AIR TEl.tP: ?5"F
TIl,lE TEST TAKEN: 10:48 SLUI'IP: 6.5 It{. AIR C0tlTEl{T:6.1 U l,ET U IT UEIGflT: 135.6
JOB SPECI F I CATIOi{S: SLul,lP: 4 Il{. AIR CONTEIIT: 3 * |,ATER ADDED AT SITE 0 GAL.
CYLINDER I TIFORI.IAT I OI{
0. 0F CYLII{DERS: 7 CYLIT{DER SIZE: 6"x 12" TIIIE CYLIT{DERS CAST: 10:58 trlHERE CAST: 0n-Site
CIJRING II'IFORMATION
Il{ITIAL CURE: 7? hours on-Site
DATE RECEMD AT LAB: 2-7-94
FIELD SToRAGE FACILITIES: heated trailer
BY: l,l. J .r.rIt{/t'lAX
AGE
DAYS
DATE
TESTED
TOTAL LOAD
(LBS)
DIAHETER
(rr{cHEs)
AREA
(sQ It{)
co P . sTR.
(Psr )
TYPE OF
FRACTURE
CY L I1{DER
I.'E IGHT
(LBs)
CYL II{DER
U]{IT UE IGHT
(PcF)
7
7FC
?8
28
?8H
28H
2-11-94
2- 11-94
2- 11-94
3-4-94
3-4-94
3-4-94
3-4-94
72,500
83,500
87.500
5.99
6.07
5.98
28. 18
28.94
28.09
2570
2890
3120
shear
s hear
snear
DESIGT{ STRE]IGTH 4OOO PSI G 28 DAYS
TESTS BY LABORATORY PERSONIIEL ARE IIi ACCORDANCE IIITH APPLICASLE ASTI,I MEIHODS UNLESS OTHERIIISE I{OTED
SOI'IE IIIFORI.IATION OF TEST REPORT I.,IAY BE PROVIDED BY OTHERS
REI.IARKS:Sanple taken from truck discharge.
COPIES: R.A. llelson & Associates, Inc.;
Town of Vai I ; |lestern llobi le;
J V A, Inc.; Gwathney Pratt Schultz;Carolyn Adams Bobby J. Hays
FIELD OBSERVER APPROVED BY
CHEN.NORTHERN, INC.
COI{SULT I]{G Ei{GII{EERS AIID SCIENTISTS
REPORT OF CONCRETE TEST CYLINDER DATA
At a mutual protcctloh to ellant3, th€ public rnd ourselv€s, all reForts rFe 3ubmltted rs thc corfldi€ntlll prop€tty ofclicnt3, .nd rqthorltltlon for public.tlon of 3tatcnEnts. Conclusions or Gxtrscts lrom or regdrding otrr r€portt ls ros.rv.dpendlng our wrltten apf'rovrl. SrnFles wlll b€ dlspos€d of lfter tostJng ls conpl€t€d unless oth.r arrang€rn€ntt agr€€d toln wri tl ng.
A membe|. of thq EI! giouF of comp.nl€E Form No. CfiErl3A 6/91
T0: llECll
Attn:
P .0.
VaiI,
PROJECT:
Enterprl ses
Eustaquio Corti na
Box 3149c0 81658-3149
Liftslde Bui l di ng,
JoB N0. 4 178 93-3 OATE: 2-8-94
SHEET 1 OF 1
Road tfest, Vail, Colo.of tlesthaven Drive and lJestin Hotel , South Frontage
PLACEI'IEIIT LOCATIOII :Floor slab, Unit 8-21
SATCH TJCKET Il{FORMTt0ll SUPPL IER ; I'lestern llobi le
TRUCK r{0. 114 TICKET r{0. 01 1213 HrX DESIGT{ N0. 44
TIl.lE BATCHED: 10:00 TIl,lE ARRMD: 10:27 TIME PLACED: 10:30 CU.YD.L0AD/ACCUM: ZLl28
FIELD TESTING IlIFORllATI0ll SAMPLT TEIIP: 65"F AIR TE}IP:
TIIIE TEST TAKEN: 10:37 SLUMP: 7 IN. AIR C0l{TEt{T: 4.7% tlET U rT UEIGHT:
JOB SPECI FICATIOI{S: SLtll.lP: 4 llf . AIR C0l{TEl{T: 3.0X UATER ADDED AT SITE GAL.
CYL 1 iIDER I IIFORI'IATIOl{
l{0. 0F CYLIIIDERS: 7 CYLIXDER SIZE: 6"x 12" TIIIE CYLI DERS CAST: 10:48 UHERE CAST: On-Site
CURIT{6 It{F0RllATI0t{ heated area adjacent to
II{iTIAE CURE: 48 hours 0n-Site FIELD STORAGE FACILITIES: poured slab
DATE RECEIVED AT LAB: 2-10-94 BY: FP & tlJ l,lll{/tlAx
A6E
DAYS
DATE
TESTED
TOTAL LOAD
( LBs)
D IAI.IETER
(IilCHES)
AREA
(sq til)
Col'lP. STR.
(PSr )
TYPE OF
FRACTURE
CYLIIIDER
UE IGHT
(LBs)
CYLIIIDER
U]{IT T'E lGHT
( PCF)
7
7FC
28
2g
28H
28H
2-15-94
2-15-94
2-15-94
3-8-94
3-8-94
3-8-94
3-8-94
97,500
90,500
90.500
6.00
6.03
6.09
28.27
zd. cb
29. 13
3450
3170
3110
columnar
con/spl i t
shear
DES IGI{ STRENGTH 4OOO PSI G A8 DAYS
TEsTs BY LAS0RAT0RY PERSof{llEL ARE lfi AcCoRDAllcE UITH APPLICABLE AsTfrl fiETlJoos UIILESS 0THERI{I5E |{0TED
S()ME IIIFORT'IATIOiI OF TEST REPORT I.IAY 8T PROVIOED 8Y OTHERS
R EMARKS :
CoPIES: R.A. l.lelson & Associates, Inc.;
Town of Vail; llestern Mobile;
J V A, Inc.; Gwathney Pratt Schulte;Eilly Barbour Eobby J. Hays
FIELD OBSERVTR APPROVED BY
CHEN.NORTHERN, INC.
COI{SULTING E1{6IIIEERS AIID SCIEI{II STS
REPORT OF CONCRETE TEST CYLINDER DATA
f*I"%A" ,o* tnno RI - .., ri-l i
q,^*****d
L^ -. .1<\;-ieqt},
T0: l'ltc}l Enterpri ses JoB t{0. 4 l7B 93-3 oATE: lA-24-93Attn: Eustaoulo Corti na
P.0. Box 3149 SHEET I 0F IVatI, C0 81658-3149
PR0JECT: Liftside Buildtng, east of l{esthaven Drlve and Uestin Hotel , South Frontage Road l,lest, Vail, Colo.
PLACEiIEI{T LOCATI0I|: First Lift at Lines A-1; !,lorth l,tal I of lrlechani cal Rosn.
BATCH TICK€I It{F0Rl.lATI0t{ SUPPLIER: tlestern Hobile
TRUCK lr0. 189 TICKET ilo. 1092s ilIX 0ESI6[ [0. 39
Tll{E BAICHED: 8:44 M Tlt{E ARRIVED: 9:00 A}l TIIIE PLACED: 9:05 A}|-CU. Y0. LOAD/ACCUI{: 47
FIELD TESTITIG II{FORI'IATIOI{ SA!4PLE TEI.IP: 47 'F AIR TTI,IP: ?7'F
TIl.lE TEST TAKEII: 9:15 All SLWP: 4 lil. AIR COttTEl{T: 5.27 tlET UIIIT tlEI6HI:
JOB SPEC IFICAI t0tls: SLul{P: Itl. AIR COl{TEtlT: t I{AIER ADDED AT SITE -- GAL.
CYL IIIDER ITIFORI.IATIOI{
t{0. 0F CYLII{DERS: 6 CYLII{OER SIZE: 6"x 12" TIltlE CYLIIIDERS CAST: 9:30 A}l UHERE CAST: 0n-Site
CURIIIG II'IFOR}IATIOI{
ll{ITIAL CURE: On-Si te
DATE RECE]YED A'I LAB:
FIELD STORAGE
BY: Dan l{ei I I
FACILITIES: Trai I er:
l.lIll/lrlAx
AGE
OAYS
DATE
TESTEO
IOTAL LOAO
(LBS)
DIAI,IETER
( It{cHES)
AREA
(sQ It{)
coltP. sTR.
(Psr )
TYPE OF
FRACTURE
CYLII{DER
fEIGHT
(LBs)
CYLII{OER
UIIIT IJEIGHT
(PcF)
7
7
28
28
za
28
t2-31-93
l2-31-93
t-21-94
I-zr-94
Ir2l -94
l-e1-94
124,500
120,500
5.98
5.99
28.09
?8.I8
4430
4?80
shear
snear
DESIGII STREIIGTH 4000 Dq t 0 28 oAYS
TESTS BY LAE0RATORY PERSollllEt ARE lll AccOR0At{cE !,ITH APPLICABLE AsTl'l l,l€THODs UtlLEsS 0THER!/ISE 1{0TED
SO}IE IIIFOR}IATIOI{ OF TESI REPORT I.IAY BE PROVIDED 8Y OTHERS
R€I,{AR,KS:
COPIES: R.A. l{el son & Associates, Inc.
Town of Vail; l{estern l,lobi le;
J V A, Inc.; Gwathney Pratt Schultz;Oan l{eill BobbY J. Hays
FiELD OESTRVER APPROVEO BY
Ar . nutqal Frot.ctlon to cll.ntt, tha Fsbllccllcnt3, rnd .uthoritrtlon for publlc.tion ofpcndlrg our rrr{ttcn .pprovrl. S.||pIe3 ?lll b€ln |f!'ltlnc.Att|enbGr 6f thc !!! grou! of co panle3
anil ooftllv.!, .11 r.Dorts arc submlttld !r th. contldl.ntl.l proP.rtJ. of
3tdtanent3. Conclu3lors or extiacts fr.om ot r.glidlng oui rlPorts 13 ralarvad
dlsposad ot aft.r testlng is completcd unl€!i ather arrrnge|t|€rts rgr.cd to
FoFr No. CHE1lSA 6/91
!/r .i
CHEN-NORTHERN, INC.
COflSULTIIIG TI{GIIIEERS AIID SCIEI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
c-yxi.- .,iuJZ ^Ar;
l0: IIECH Enterprises JoB lto. 4 l7B 93-3 oATE: tA-23-93Attn: Eustaqui o Corti na
P.0. Box 3149 SHTET 1 OF a
Vai l, C0 81558-3149
PRUECT: Llftside Euilding, east of llesthaven Drlve and llestin llotel , South Frontage Road l{est, Vail, Colo.
PLACEIIEIIT LOCATlol{: Slab at C-31
BATCH TICKET IIIFORiIATIOII
TRUCK ilo. 107
llll€ BATCHED: 8:17 All
TICKET t{0. 10907
TI!{E ARRIVED: 8:48 All
SUPPLIER: llestern flobi le
r,rlx oEsIGll ll0. I 4000
TI E PLACED: 9:08 Afi-CU. YD. LOAD/ACCu!|: 7ll4l29
FIELD TESTIT{G IllF0Rl,lATI0l{ SA|IPLE TEIIP r 50 T AIR TEI{P: l0 T
Tll'lE TEST TAKEI{: 9:15 All SLU}IP: 4ll4 llt. AIR C01{TE1{T: r[.9X llET Ut{lT I{EIGHT:
JOB SPECIFICATIOI{S: SLUllP: I1{. AIR COt{tEl{I: I UATER A00E0 AT SITE 14 GAL.
CYLII{DER IiIFORITIATTOII
ll0. 0F CYLIIIDERS: 6 CYLlflDgR SIZE: 6"x 12" IIl,lE CYLII{DERS CAST: --- VHERE CAST: 0n-Site
CURIT{G IfiFMruITIOI{
II{ITIAL CURE: 0n-5i te
DATE REC€IVED AI LAB: .---FIELD ST0RAGE FACILITIES: lnside Trailer
8Y: Carol)m Adans llll{,/l,lAx
a$rE
DAYS
DATE
TESTEO
TOTAL LOAI)
( LBS)
D I AIiIETER
( Il,rcHEs )
AREA
(sQ lr{)
couP .sTR.
(Ps r )
TYPE OF
FRACII,R.E
CYTII{DER
UEIGHT
(L8s)
CYLII{D[R
UIIIT TET6HT
(PCF)
7A
7A
284
2SA
28A
28A
H
H
l2-30-93
1?-s0-93
l-20-94
1-20-94
t-20-94
l-20-94
98,500
98,000
5.98
(oa
28.09
?8.18
3510
3480
shear
shear
OESIGII STREI{GTH 4OOO PSI 6 28 DAYS
TESTS BY LASORATORY PERSOI{IIEL ARE III ACCOROAT{CE I/ITH APPTICABLE ASTI.I I'IETHOOS UI{LESS OTHERI.'ISE TIOTED. SOI.IE I IIFOR}IAT I OI{ OF TESI REPORT I{AY BE PROVIDEO BY OTHERS
REI.IARKS:Sample obtalned from nixer truck-
CoPItS: R.A. ilel son & Associates, Inc
Tovm of Vail; Uestern l.{obi le;
J V A, Inc.; Grxatt$ley Pratt Schultz Carolyn Adars Bobby J. HaYs
FIELO OBSERYER APPROVEO BY
A3 r |!utit.I pFot.cti.rn to cll.nts. th. publlc
clicntr, rad authorlr.tlon toi p{rbllc.tlon ofpcndlhg orr'fflttan apProv.l. S|rFl.r Y,lll bcih it'ltlr|9.
A |ncfibci ot th! HIH grosp of cofiprnl.'
.nd ot,r..lv!s, .11 ragorts .r. 3utntitt.d.s th. confldl.ntl.l pr.P.tty ot
atlt'afiantc. Conclurlonr oF axtrectt frolt or rcg$dlng our FaFortS l3 Fa5al'v'd
dlspo..d of .ft.r tcrtlng l5 cornpl.tcd url.rs othar arrangqFntt agFr.d to
Forn ft. Cf,lEll3A 6/91
./. L
CHEN.NORTHERN, INC.
COI{SULTII{6 E]{GI1{gER5 AIID SCIET{IISTS
REPORT OF CONCRETE TEST CYLINDER DATA
Ai. tutual prot.ctlon to cllantr, th. publlc.nd o{r3.lvo3, all rapoitr ar..3ubcrltt.d 15 t|l. contldlantlrl piop.rty ot
cllantS, rnd ruthorlaatlon for publlcat{oa ot atitraantr. Conalurlonr or a:(trrc'tr froo oF fag|fdlng our raForts l3 F.rarvadp.ndlnt orF nrltt.n rpprovrl. Sarpl.. rrill b. dlrpoaad of aftar taitlng li complot.d unl.ir othrr lFr.nganatrts rgr..d to
ln Hrltlng.
A n |||b.r af tho !!! group of cor||p.nl.r Fo"|' o. cHEll3A 6/91
T0: l,lEctl Enterpri sesAttn: €ustaquio Corti na
P.0. 8ox 3149
Vaf 1, C0 81658-3149
J08 1{0. 4 178 93-3 DATE: lZ-23-93
SHEET 2 OF 2
PR0JECT: Liftside Building, east of llesthaven 0rlve ar1d ]lestin Hotel, South Frontage Road llest, Uail, Colo,
PLACEI,IEI{T IOCATIOI{ :Elevator Core A; Flnal Lift.
SATCH TICKET IIIFOR},IATIOII
TRUCK r{0. 104
TIfIE BAfCHED: 12:01 Pl4
TICKET ilo. 10913
TIl,lE ARRIVED: 12:30 Pll
SUPPLIER: Hestern llobi 1e
lrlx DEsIGil lr0. 4s00
TIII{E PLACED: 12:40 PI,I-CU. YD. LOAO/ACCUII: 7I7I
FIELD TESTIIIG Il{F0Rl'lAT10l{ SA}iPLE TEitP; 5S 'F AIR IEIIP: 20 T
TIIIE TEST TAKEtt: 12:45 Pl4 SLWP: 3I/4 llt. AIR CO]{TEI{T: 4.7I lltT UI{IT I{EIGHT:
JoB SPECIFICAIIoI{S: SLUIIP: Il{. AIR CONTE!{T: *:TER AD0E0 Al SITE -- cAt.
CYL I ]{DER I i{FORI,IATIOI{
l{0. 0F CYLIIIOERS: 6 CYLI|IDER SIZE: 6"x 12x TIiIE CYLINDERS CAST: 12:55 Pi{ r,lHERE CAST: On-Site
CURIiIG IIIFORI.IATIOI{
Ii{ITIAL CURE: 0n-Si te
DATE RECEMD AT LAB: ---
FIETD STORAGE FACILITIES: lnside fnailer
BY: Carolyn Adams llll{/l,lAx
AGE
DAYS
DATE
TESITD
TOTAL LOAO
( LBs)
DIA}IETER
( INCHES)
AREA
(SQ II{)
coilP. sTR .
( PSI )
TYPE OF
FRACTI'|RE
CYL IIIDER
I/EIGHT
(L8S)
CYtII{DER
UI{IT UEIGIIT
(PCF)
7B
t6
289
288
288 H
288 H
12-30-93
l2-30-93
t-20-94
l-20-94
L-?A-94
t-20-94
120,500
119,500
5.99
5.99
28.18
28. ls
4?80
4240
shear
shear
DESIGT{ STREIIGTH 45()O PSI E 28 DAYS
TE5TS BY LABORATORY PIRSOI{IIEI ARE IIt ACCORDANCE }'ITH APPLICABLE ASTI iIETHODS UIILE55 OTHER!'ISE ]{OTEO
SOi{E IIIFORI.IATIOTI OF TEST RTPORT
'.IAY
BE PROVIDED 8Y OTTIERS
REI{ARKS:SamDle obtained from rnlxer truck.
lU non chloride.
COPIES: R.A. l{elson & Associates, Inc
Tom of Vail; tlestern ilobi le;
J V A, Inc.; Gwath|ey Pratt Schultr Carolyn Adarns Bobby J. HaYs
FIELD OBSTRVER APPROVED BY
1"..
CHEN.NORTHERN, INC.
coltsulTn{G Eil6t}|EERS AilD SCrEilTl STS
REPORT OF CONCRETE TEST CYLINDER DATA
d.T-'bA
h- int{ tgsq ''d
ft" ;*s; k,p?
T0: llECtl Enterprises JOB O. 4 178 93-3 0ATE: 12-14-93
Attn i Eustaguio Corti na
P.o. Box 3149 SHEET I oF aValI, C0 81658-3149
PROJECT: Llftside Building, east of lresthaven Drive and l/estln Hotel , South Frontage Road l{est, Vall, Colo.
PLACEIIEIIT LOCATI0I{: Elevator tlal l s.
BATCH TICKET Il{F0Rl,tATl0t'l SUPPLIER: tlestern Hobi.le
TRUCK N0. 150 TICKET lr0. 10803 l,tlx DESIGI{ r{0. 39
TIIIE BATCHED: 9:28 Ail TIfIE ARRIVED: 9:50 Atl TIIIE PLACED: 10:00 Al,tCU. YD . L0AD/ACCUI| : 63
FIELD TESTIIIG If{F0Rl,tATI0l{ SAIIPLE TEMP: 58 'F AIR TEt'lP: 38 "F
TIIIE TEST TAKEII: 10:10 Al,l SLUiIP: 4 ltl. AIR CoxTEllT: 5.4$ l{ET UI{IT IJEIGHT:
J08 SPECIFICATI0I{S: SLH'IP: Il{. AIR COI{TEI{T: X ITATER A0DED AT SITE 0 GAL.
CYL IIIDER II{FORI.IATIOiI
ll0. 0F CYLII{DERS: 6 CYLII{DER SIZE: 6"x 12" TIIIE CYtIiIDtRS CAST: 10:20 All }IHERE CAST: 0n-Site
CWII{6 IilFOruIATIOI{
II{ITIAL CURE: Field Cure
DATE RECEIVEO AT LA8:
FTELO
8Y:
STORACE FACILITIES: Hot 8ox
irlr{/MAx
A6E
OAYS
OATE
TESTEO
TOTAL LOAD
(LBS)
DIAI.IETER
( IllcHEs )
AREA
{sQ Iil)
goHP. sTR.
(PSI )
TYPE OF
FRACIWE
CYLiI{DER
},E I6HT
(LBs)
CYL II{DER
UI{IT UEI6HT
(PCF)
7A
7A
284
284
28A
28H
t2-21-94
L2-2r-93
1-ll-94
1-11-94
l-11-94
l-1r-94
138,000
143,000
180,000
166,000
r68,000
176,500
6.03
6.08
6.07
5.98
5.98
5.98
e8.56
29.03
28.94
28.09
28.09
28.09
1830
4930
6220
5910
5980
6?80
con/spl i t
shear
con/spl i t
con/spl i t
con/spl it
con/spl it
D€SIGl{ STREIIGTH 4OOO PSI O 28 DAYS
TESTS BY LABORATORY PERSOIII{EL ARE IH AC,CORDAilCE TIIIH APPLICABLE ASTI.I I'IETHODS UIILESS OTHERUISE NOTED
SOI..IE INF()f,IIATIOII OF TEST REPORT IIAY BE PROVIDED BY OTHERS
REIIARKS:
CoPIES: R.A. l{el son & Associates, Inc.l
Tom of Vail; Uestern l,lobile;
J V A, lnc.; Gwathrey Pratt Schultz;Dan tleill Eobby J. Hays
FTELD OBSERVER APPROYED gY
Ai a orrrt{.1 Drotaetlon to cllcnt3, thr publtc
cll.ntcr and .uthorlz.tlor fot publlcatlon ofpa[dlng our. *|.itt.n .Fproval. S plai ,lll b.ln urltlng.
A t mbar of th. EIts group of corip.nl.a
atd olr3clvaa. rll raport3
ttatdrantt. Conclutlo|ti ordlrpo3ad of att.r tcstlng
ai. rubtnlttcd .3 the confldlantlal Fr'op.rty of
axtrrcts frn|n or. r.!.Fd{ng ouF raFortt lt rasarv.dIt complcted unlatr othar rrrrngc ant3 aglaad to
Form tlo. Gl4Ell3A 6,f 91
fi t
CHEN.NORTHERN, INC.
COIISULTII{G E'IGII{EERs AI{D SCIEI{TI STS
REPORT OF CONCRETE TEST CYLINDER DATA
Aa a nrtu.l protectlon to cli.nt!, tha poblle rnd ourr.lv.r, 6ll rcporti rra arbhlttaC .r thc conlldlcnti.l ptop.rty of
cllent3, and ruthorl:ltlon for publlc.tlon ot atat.n nts. Conclurions or.xtFecti tro.n or ragardlng our raport! lt ratarvad
F.ndlng our tr|'ltt.lr rpprovrl. SanFlr3 {tll b. dl3po!.d o{ !fte. t.Etlhg ls corDlcted unlc!! othar atfrngarnantt rgraco toln wrltll|g.
A 1.|t5.1 6f th. EI! grosp of corP.'|l.r Forrl No. Cl,tEll3A 5/91
T0: llECl,l Enterprises JOB t{0. 4 l7g 93-3 0ATE: 12-14-93Attni Eustaqulo Corti na
P.0. Box 3149 SHEET 2 0F 2
Vai l, C0 81658-3149
PR0JECI: Liftside Euilding, east of Uesthaven Orive and llestin flotel , South Frontage Road test, Vail, Colo,
PtACEllEllT L0CATIOfl: El Evator l{alls
EATCH TICKET Il{F0Rl.lATIOll SUPPLIER: l{estern tlobile
1RUCK t{0. 150 TICKET l{0. 10811 l.lIX 0ESI6ll lilo. 39
TlltE BATCHED: 12:52 Pll TttlE ARRIVE0: 1:05 Pl,l TIHE PLACE0: 1110 Pfi CU. Y0.l0A0/ACCttli: 56
FIELD TESTIIIG IilFORT,IATION SAIIPTE TE}IP; 58 "F AIR TEI{P: 42 T
TIIIE TEST TAKET{: 1:20 Pl,l SLtfiP: 3 3/4 Il{. AIR C0l'lTEtlT: 4.81 llET UNIT I{EIGHT:
JOB SPECIFICATI0i{S: Sll,l}lP: Il{. AIR CollTEllT: I IIATER ADDED AT SITE 0 6AL.
CYL I I{DER I IIFORIIATIOII
ll0. 0F CYLII{DERS: 6 CYLII{D€R SIZE: 6"x 12" TII{E CYLMDERS CAST: 1:30 Pl,l IIHERE CAST: On-Site
CURII{G INF0R|lATIolt
I1{ITIAI CIRE: 24 hours
OATE RECEIVEO AT LAB:
0n-Si te FIELO STORAGE FACILITIES: Trai I er8Y: l,lIll/MAX
AGE
DAYS
DATE
TESTEO
TOTAL LOAD
( L8S)
DIAI{ETER
( Ir{cHES )
AREA
(sQ Ir{)
c0r,rP . sTR.
(PSI)
TYPE OF
FRACTWE
CYLI}IOER
I{EI6HT
(LBS)
CYLIIIOER
UI{IT !'EIGHT
(PcF)
7B
7B
289
288
288
28H
l2-21-93
t2-zL-93
1-11-94
t-1t-94
l-l t-94
1-11-94
t35,000
133,500
165,000
164,500
166,000
169,500
6.08
6.04
6.08
5.98
6.07
6. 06
?9.03
28.65
29.03
28. 09
24.94
28.84
4650
4660
5680
5860
, 5740
5880
shear
con/shear
con/spl t t
con/spl i t
conlspl i t
con/spl i t
DESIGI{ STREI{€TH 4OOO PSI O E8 OAYS
TESTS 8Y LABORATORY PERSOIII.IEI ARE III ACCORDAIICE UITH APPLICABTE ASII{ }IETHODS UI{LESS OTHERIJISE IIOTED
sOI,IE II{FORI'IATIOI{ OF TEST REPORT I.IAY BE PROVIDED 8Y OTHERS
RE}IARKS:
CoPIES: R.A. llelson & Associates, Inc
Town of Vall; Uestern l'lobiie;
J V A, Inc.; Gwattmey Pratt Schultz Dan l{eill Bobby J. Hays
FIELD OBSERYER APPROVED BY
t
CHEN.NORTHERN, INC.
COI{SULIIIIG EI{GIIIEERS AI{O SClET{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
;€' inN rsgq E;t G'i. .','j;ti:y BE F-mri;ciffra *,3.), ARCH|TECTS,PA *
\,ruo,u.9Z
T0: llECtl Enterprises JoB lto. 4 l7B 93-3 oATE: lZ-9-93Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F IVail, C0 81658-3149
PRoJECT: Liftside Building, east of llesthaven orive and llestin Hotel , South Frontage Road ldest, Vail, Colo.
PLACE}'EIIT LOCAT IOt{ :East Sl ab.
EATCH TICKET lllFoRllATlo]l SUPPLIER: ltestern litobi I e
TRTCK l{0. 102 TTCKET l{0. 10760 HIX 0EsI6r{ l{0. 44
TIIIE BATCHED: 7:45 All TIHE ARRIVED: 8:00 Atl TIHE PLACED: 8:15 All-CU. YD. LOAD/ACCL||: Z8
FIELD TESTTIIG II{FORI.IATIOII SAIIPLE TEIIP: 65'F AIR TEIiP: 38 "FTlllt TEST TAKEI{: 8:20 Al4 SLUtilP: 4 1/4 I1{. AIR CONTENT: 5.4fi UET UIIIT IJEIGHT:
JOB SPECIFICATI0NS: SLullP: Il{. AIR C0IITENT: X VATER ADDE0 AT SITE -- 6AL.
CYt II{DER ]IIFORI.IATIO}I
ll0. 0F CYLII{DERS; 6 CYLINOER SIZE: 6"x 12' TIIIE CYLIIIDERS CAST: 8:35 Al1 I|HERE CAST: 0n-Site
CURIIIG I I{FORI..IAI I OI{
IIIITIAL CURE: 24 hours
OATE RECEIVEO AT LA8:
0n-S i te
r?-10-93
FIILD STORACE FACI L ITI E5:
8Y: Oan l{ei I I l{It{/llAX
AGE
OAYS
DATE
TESTED
TOTAL LOAO
(L8s )
DIAI,IETER
( ilrcHEs)
AREA
(sQ ilt)
col'tP . sTR .
( PsI )
TYPE OF
FRACTURE
CYLII{DER
I'E I GHT
(tBs )
CYLIIIDER
$lIT I,,EIGHT
(PCF)
7
7
28
28
28
28
1?-16-93
12- l6-93
1-6-94
l-6-94
l-6-94
l-6-91
111,500
112,500
147,000
142,500
150,500
135.000
6. 07
6.08
5.98
5.98
6.06
6.07
28.94
29.03
28.09
28.09
28.84
28.94
3850
3870
s230
5070
5220
4670
shear
snear
shear
shear
con/shear
DESIGII STREI{GTH 4OOO PSI O 28 DAYS
TESTS 8Y LABORAIORY PERSOI{I{EL ARE II{ ACC()ROAIICE IIITH APPLICASLE ASTil I{ETHOOS UIILESS OTHERIIlSE TIOTED
SOIIE IIIFORiIATIOTI OF TEST REPORT I.IAY SE PROVIDED 8Y OTHERS
REI,IARKS :
COPIES: R,A. l{el son & Associat€s, Inc.;
Tom of Vail; llestern liobile;
J V A, Inc.; Ewathney Pratt Schultz;Dan l{eill Bobby J. Hays
FIELD OESERVER APPROVED BY
A. a muturl protectlon to cllcntt, tha publlc lnd oqr.olv.i, all r€port3 .r.e subnlttad rs thc cohfldl€ntlrl pr.oprity ofellcnt3, .rd ruthor'{zatlon toi ptbllcatlor of lt.temanti. Co|rclur{oni or cxtrscts trot! or ragtrdlng our r.FoFta li raiarv.d
Pandlng our xrlttcn lpprovrl. S.mplr8 l{ill b! dllFo3cd of.ft.? tr3tlng Ir coripl.t.d unlGss othcr trrrngcrncnts lgrrcd toIn trrl ti ng.
A n n{t.r of thc Ef! group ot co p.nl.3 Fonr No. CHE113A 6/91
CHEN-NORTHERN, INC.
coftsuLl I G EIC {EERS AHD SCIE Trsts
REPORT OF CONSTRUCTTON ACrIVITTES 4ffi\tt ,&.3i';1gg
\.. .,+"/I0: tlEcfi Enterppise JoB l{0. 4 178 %-S oorr}\_!:L.!ryXAttn: Eustaqui o Cortina
P.O. Box 3149
vait c0.8t658-3149 DArLy REPORT ilO. 3? SHEET I OF I
PROJECT: Liftside Vsi t
Ie perEture at 10300m ltrF
The shear studs r€re acoustlcalty tested betreen grid t ines ?2.5 - 11 and F - s 6t elevation6916t'174t9't - Alt of the strds, rhen struck rith a hdrner, rere fornd to be acceptable. Thfee studsHlre b€nt 15o and are acceptabLe.
The fittet netds on the coturr to coturr connect i ons at elevstion 74r9n + betHeen grid I incs 23 -
11 "td [ - l.nere visuatty obeervrd and ].ere found to be aeceptable except thre€ iotrans on tine27- the uelds uere less than the l./4r' as specified on zimonrs draning- ihese cotrltns rere marked(x).
The bolts thBt Here found loose on K line at Z5-5 & ?6 during our visit on i|-?j'-93 have beentightened atd the rclds an L tine betreen 22.9 ard 24 h.ve been- retded fu . tength- Att of thesecorrecti ons are acceptable.
PROGRESS REPORT th! cen€ral Colrtractor and the erection creu uere infopned of nry observat i ons.
COPIES:
R.A. llelson & Asso. - Attn: Rick Agate
J.Y.A. lhc,
Glrathney Pratt Schultz
Torn of Vail - Attnt Dan Stanek
Darret I Huss
FTELD OBSERVEI
Fred R. Cdr|eron
APPNOVED BI
Aa. hutu.l Prot€ctlon to clJ.nt!, thr publlc lnd our3rlves, rll rapor.t3 !r. 5uhn,lttrd .i th. confldentlrl propar.ty ot our clJ.!tr, .nd.utlorlzrtlon.for.Publlcatlon ot stata'||.nt. Concluilon: oF oxtracts fron or r.grFding our raports ts rGrGtyErt F.ndlng our writtcn .pFrovr] .5ln|Ples wlll b. dlspo3.d of.tter tcgtlng li cohplct.d unl.!! oth.i rrrangcmcntt arr. agrcci to in l.rlttng. _
A n|€mb.r ot th. !!! sroup ot corlprnltr ;d r|o. arr@ 6,,e1
d''T'%t irru rsg+ Bo)cJ
F.::iiiiila& Sg.,3cxrrrcrs,Ed,,r;;
TO: llEC Enterpfises JOB lto. { 178 93-3 DATE: 1_5-94.Attn: Eustaquio Corti na
P.O. Box 3149vait 00 81658-5149 DAtLy REpoRr [o. 3j sltEEr I Of t
PROJECI: Liftside Bui tding, Vait,
Since our lrst visit, contractor had excavated area behind proposed scinming poot at lihes V - l,&9' 12. This area had fractured bedrock & fines ard othei debris had beer removed. Contnactoris going to place conctete as a le\reting coursc on this rock.
COP I ES:
R-A. iletson & Asso. - Attn: lick Aate
J.V.A. lnc.
GHathmey Pratt Schul tz
CHEN.NORTHERN,
COIISULTIIIG EIIGIIEERS AXD
REPORT OF EXCAVATION
INC.
sclEITIsTs
OBSERVATION
A3 | ttrutu! l prot.ctlon to cllant3, tbc pl|bllc rnd orrr.lv..r aIl rcpor.t3 .r. 3ubmltt.d .3 th. cortld.ntl.l prop.rty of our cll.nts. lndruthor{lrtlon for publlcat{on ot 3t|rt.|ntnt. Conclurlon3 ot Grtrrctt from or r.grrdlng our rcFortJ l3 raservGd pandlng oul^ ||rlttan .ppt ovrl.5.rpl.3 Hill b. dirposed ot !ft.r tcrtlng is complctld unl.s3 oth.r rrrangc|t|.nts ar. agr..d to fn writlng.A nemb.r ot th. l!! grsup of co|t|p.nlai rmr lo. cr.roa^ 6Al
R.fl, Nelson & Hssoc.
-..t^-, f. ..r..\. f. f,
!
nxnrffil n.rrrnsslhtrtfitr*is tr$litll
wEstEnil noBll"E
eLErfu,ooD
t#h'ffi?0ffi* tt eo,
(s8t eff{ite nf, et0.t48?
ID: 13034763665 JRN 17'94 16:39 Ns.005 P.03filn ^ i : ^' d. I4' a\ t"
RO crEil aitfin&|xnEo: rlfr $ |'se;odrl|r.l - ll|fr!||t|rrrfl |ddrHw$ffi c'r'o0lxD|at'l
F,
h.o'u %ffi
l- l?-?rl
FtE xo.
rlr .&**frrc.fxr dYen'}r*r'. - .
rfenEgr +ni
BmcEtfi,
tr rdlltafiir
tr #lttr.{ririd,
gEl{DER MilL nEGIPTENT WHIrE Ailb FINK st{HHrS.
TOTfu P.B1
JHN 17'94 16:38 N0.003 P.02o *,s
. -tlt- A aNt,tf|ltrltr I ll a,-zY -tl- -[
LR. Ir l son & Hssoc . ID : 1E034Z6S66St
GHEN.NORI?iERNI tt{G.
00[tutTttr afinms riD sftHfiilt
NEFORT OF CONCRETE TECT CY1.IilOEN DATA
llr lltul Etrdtrl||rt*Uujltffidr lcrfirr
Yrllr |p l[$C-'l11
PlAfCtr llrtdfilulldlfll
Jil m. I ltt tl-l llt!: t!-lF3f
. slEil lllt
orrt of l|rtluq blvr rnd trcHn lhlrl r lolltr Frartrgr tlrd tdt. Yrll. tclo.
rlrf3ffrr !0Gftil:tfubr fr$ 3tdrr t ood Rocr.
utEil u!f,ll lffSmrofnu[ m. rarl$E ur$ttlg
'|il ll tldEr [0, t!!{rn||l rlnltt$r 10:10 rU
Sfllllh Ilrtrra llbl hlll llll0r {0. rr
Tlllt FLiEtDrletlt dl4U.l0.L0^0/tlGthh tt
?tll! r[$tf lffirAilor
IllC Tlll l*fllt l0;tl fl
J09 tllElFlEAllilSr
*Elt! a Ul
I{-UP:
il{.It.
]flltlI TElfrlll G$lrrrr i.afili G${rtllTr t
ttt fil?Otr|'?f? lltl? lf,lo{f,r ...
rlTE[ ADED tT iltt . 0 ilt.
arltsls ril?uttnoi
r0. dF Clllll[lB: d tlLltrOEl IIIEr $rr lt', ltE CYll$EnE C*Bl: l0r!! .|t SrE q$?r ftr-f t]r
G|lttri t$nifimtlllTlll Euqr t+ nsur| ft.llt.
DltTB itlltlllO lT lll: lt ll'n|FI[.0 ilflffit llGtLlltlEr Inslrt|d lsnirl D! l{rtll |Iuiltt
l|r
DrrI
otlt
IEITEO
t0tll LorD
$r8l
DttlttEt
tlnillls)
ATIA
l& r|l/4tlt lTfl f
RMII|E
gfLtmtl
*tgHttur)
ctullGturl $I8[T
IEF'
I
t
It
It
EI
,th
li-lt-91
tt*E.tt
!r,r00
tlt,5!0
t,3t
l.tt
o.* (
"," \
7
rhrr
rlrrr
Grrdl[rr|r!i[r000J!l1a un
?tllt lt un rlry tnrilfft $c t*;FmDA*cE nir l'ntorru A$f{ rEmlr utnl cn:rrlit ifitggffi ilrullttoil $l r!3r rrr$t t|rr * ilgttblo sr o$[r8
l$lllll'
Qillttr -- Ll. idrgr I lqrslrtrr, IrrE.lTiltr r? Yrllt h.r!m lehlri
il Y i. lrf. i $i.rrn t frrtl lolwl 3l i D.n mlll !0!!t J. liryr
FIELC iE$nrfit' plrovt! tY
r'prrlr rrr Sltti ll Ulr cr|llatmtl.l ,l|}ttty att.Lr! .r _ allFaall - t{.r F raaatalra .r. trrr.ti Ir ioaa?rra.tXllil ll aFlrl.rl s.lirll Stllll r't|.f,l-llttr rlfiar tr
r.|| rtn, trllu UD
!
!
Fo|st-ll* brand fax lrsnemiltal |t|8mo 7€tr1 tcf prgc+ l
br.lT{tr . 4Alas- olrFF-brrrF ttbA.r,o.}HQEtNer
h{,r)e=rod tr*.e,i aR x. Neusan;
D|rr. -t ESTlNr.>l{'}r^ --!/. qR*" q+s- ?4roL ulb -3Gtss
d'T'%lf J^N res4 -d
Qur,-,"o9
CHEN.NORTHERN, INC.
COIISULTIIIG E}ICIIIEERS AT{D SCIEI{TISTS
HEPORT OF CONCRETE TEST CYLINDER DAT
T0: llECl.l Enterpri ses JoB l{0. 4 178 93-3 DATE: 12-16-93Attn: Eustaqui o Corti na
P.0. 8ox 3149 SHEET 1 0F I
Vai l, C0 81658-3149
PROJECT: Ltftside Building, east of l{esthaven Drive and yestin Hote}, South Fnontage Road Uest, Vail, Colo.
PLACE}IEIIT LOCATIOI{ :Sl ab;l{est Sl de,Second Floor.
BATCII TICKET IllFORl,lATI0H SUPPLIER: llestern ilobile
TRUCK lr0. 104 TICKET N0. 10843 HIX 0ESI6il l{0. 44
TIiIE EATCHED: 9:51 All TtllE ARRIVED: 10:10 Al,t TjttE PLACED:10:!5 Att-CU. YD. L0AD/ACCUil: Ze
FIELo TESTII{6 IilFoRf,lATI0tl SAfiPLE TE},|P: 58 "F AIR TEi{P: 37 "F
TIl,lE TEST TAKEI{: 10:25 Ail SLUIIP: 41/2 lll. AIR CQ|{TEI{T: 5.4X tET UNIT tlEI6HT: ---
JOB SPECIFICATIOIIS: SLUI'IP: lll. AIR C0]{TEi{T: Z UATER A0DED AT SITE 0 GAL.
CYL INDER II{FORI,IATIO]I
li0. 0F CYLIIIDERS: 5 CYLIT{DER SIZE: 6"x 12" TIl.lE CYLINDERS CAST: 10:35 All }JHERE CAST: 0n-Site
CURItI6 IilFORI.IATIOII
IIiITIAI CURE: 24 hours 0n-Site
DATE RECEMD AT LA8: 1?-17-93
FIELD SToRAGE FACILITIES: Insulated Box
BY: Dan lle i ll r,rIil/irM
AGE
DAYS
DATE
TTSTED
TOTAL IOAD
(L8s)
DIAMETER
( TNCHES)
AREA
{sq lil)
coilP. sTR.
(PsI)
TYPE OF
FRACTURE
CYL II{DER
I/E I GHT
(LBs)
CYLItIOER
UI{IT I'E I6HT
(PCF)
7
z8
?8
28
28H
t?-23-93
t2-23-93
l -i3-94
1- 13-94
l-13-94
1-13-94
72 ,500
73 ,500
132,500
136,000
1?9,500
130.500
5.98
5.98
6.07
6.03
6. 08
6.08
28.09
28.09
?8.94
28.56
29.03
29.03
2580
2620
4580
4760
4460
4490
shear
shear
shear
snear
con/shear
con/spl i t
DrSIGlt STREIiGTH 4000 pSI @ 28 0Ay5
TESIS 8Y LABoRAT0RY PERSotll{EL AR€ it'l ACC0RDA},ICE UITH APPLICABLE Asllt I'IETH0DS UliLESs oTHERI{IsE lIoTfD
SOI'IE I I{F()RI.,IATIOII OF TEST REPORT I.IAY BE PROVIDED 8Y OTHERS
RE}.IARKS:
COPIES: R,A. l{el son & Associates, Inc
Town of Vail; Uestern }lobile;
J V A, Inc.; Grathmey Pratt Schu'ltz Dan Neill Eobby J. Hays
FIELD OBSERVER APPROVED BY
Aa a mnt{ll protcetlcn to cll.nt3r the publlc.nd ourr.lv.3, 6ll raFort3cll.nts, and .uthorizrtlon fo|. pub'llc.tlon of ltat.mcrt3. Conclu3lons org.ndlng our wr{ttln rpFrolal. Slmple3 *tll ba dlspos.d ot .tt.r l.FtlrgJn r.rltin9.
A nemb.r of th. III! group ol comprnl.3
rra subnitt.d !E th. eontldlantlal pFopct ty ot
axtract3 fr"orn or iagardlng our rapoitr 13 rcacrv.dl3 conplated rnl€sE oth.r arrahgsrcnti dgraad to
ForD tlo. CMEIl3A 6/91
REPORT
CHEN-NORTHERN, INC.
COI{sULTIl{C EI{GIITEER5 AilO SCIEIITISTS
OF CONCRETE TEST CYLINDER DA
,-4f*r'.\
g'H'l:hH
T0: llEcl.l
Attn
P.0.
Vai I
PROJECT:
Enterpri ses
Eustaquio Corti na
Box 3149
c0 81658-3149
Li ftside Bui lding,
JoB ro. 4 r7s e3-3 r\*gtgE/
5HEET I OF 1
east of testhaven Drive and Uestin Hotel , South Frontage Road ltest, Vail, Colo.
PLACE},IE}IT LOCATIOII :Elevator Core at Llnes A-Z; Elevation l0.
BATCH TICKET lxF0Rl.lATi0l{
TRUCK t{0. ll9
Tll'lE EATCHED: l?:3? Ptl
TICKET l{0. 10866
TII.IIE ARRIVED:TIHE PLACE0 T
SUPPLIER: lJestern Hobi le
HIX DES IGI{ I{0. 39
CU.YO. LOAO/ACCUI{:2A
FIELD TESTII{G I I.IFORIIATIOTI
TIl,lE TEST TAKEII: l:00 Pll
JOB SPECIFICATIONS:
SLUIIP: 4 l/? Itl.SLUiIP: Il{.
SAHPLE TEHP:
AIR C0llTEflT: 5.0X
AIR C0llTEltT: X
53 .F AIR TEIIP: 43 "F
fET UI{IT llEI6HT: ---
UATER ADDED AT SITE -- 6AL.
CYL iNDER IIIFORI4AT IO}I
tl0. 0F CYLII{DERS: 6 CYLII{DER SIZE: 6"x 12" TII{E CYLITIDERS CAST: l:10 P}l }IHERE CAST: on-Site
CUR I I.IG I I{FORI,IAT iOI{
II{ITIAL CURE: 24 hours on-Site
DATE RECEMD AT LAB: 12-18-93
FIELD ST0RAGE FACILITIES: Heated Box
8Y: Dan llei I I ilItul.lAx
AGE
DAYS
DATE
TESTED
IOTAL LOAD
(L8S)
t)IAI.IETER
( rlrcHEs)
AREA
(Sq Iil)
cottP. sTR.
(PSr )
TYPE OF
FRACTURE
CYLI!IDER
I'E I6HT
(LBs)
CYLII{t)ER
ut{IT yEiG}tT
tPcF)
7
28
28
?8
28H
LZ-24-93
L2-24-93
I -14-94
I -14-94
1- 14-94
I-14-94
137,000
139 ,500
164, 000
165,500
163 ,000
t 5e.000
6.05
ROq
6. 04
6.00
6.04
5.99
28.75
28.09
28.65
28.27
28.65
?8. l8
477 0
4970
5720
5850
5690
5390
con/shear
con/shear
shear
DESI6II STRENGTH 4000 Psr o 28 DAYS
TESTS 8Y LABORATORY PERSOI{I{EL ARE I1{ ACCORDAilCE IIITH APPLICABLE ASTI,I I,IETHOI)S Ui{LESS OTHERI/IS€ I{OTED
SOI.IE IIIFORI.{ATIOII OF TEST REPORT I,IAY BE PROVIDID 8Y OTHERS
RE}IARKS:
C0PI[S: R.A. Nelson & Associates, Inc.
Town of Vai'l ; lJestern Uobile;
J V A, Inc,; Gwathrcy Pratt Schultzi Dan lleill Bobby J. Hays
FIELO OBSERYER APPROVED BY
At. mutu.l protactlon to all.nt3r th. publlc rnd ouia.lv.t, lll r.porti a||. rubrrlttld .s tha contldlant{.! prop.rty ofcllehts, .nd authoFlzltlotr for Publlc.tlon ot 3tlterEnt3. Conclu3lon3 or ertrrct3 tron| or raglrd{n9 our raDorta lr rcrrrvcdp.ndln9-our |Nritt€|i rPProv.l. S.mple3 wlll b. dllposGd of.ft.r tcatlng {. col||pl.ted unt€s3 ath.r irrrngcmintr lgre.d toln tri t l rlg.
A rncrnbcr ot th! HIH group ot conplnlca Form Ho. CMglliA 6/91
I
CHEN.NORTHERN, INC.
COIISULTIIIG EIIGIIIEERS AIID SCIETITI STS
REPORT OF CONCRETE TEST CYLINDER DATA
rr. rubtnlttcd ai th€ contldlcntlrl pr'op.rty ot
axtrrct! troh or regardlng our rcPort3 la r.servcd{s co pletcd unla3a othar arrlngstants rgraad to
Fonr o' C}|Elt3A 5/91
T0: llECll Enterpri ses JoB flo. 4 178 93-3 DATE: I-7 -94Attn: Eustaquio Corti na
P.0. 8ox 3149 SHTET I 0F IVail, C0 81658-3149
PROJECT: Liftside Building, east of l,lesthaven Drive and lJesti n Hotel , South Frontage Road llest, Vail, Colo.
PLACEIIIEI{T LOCATIOII :A-l El evator stai rs
BATCH TICKET IilFOR}IATIOil
TRUCK t{0. 104
TIIIE BATCHED: 12:51
TICKET ilo. 0l -0968
TlhE ARRIVED: 1:00 TIME
SUPPLIER: lJestern llobi I e
HIX DESIGB l{0. 8-4500
PLACED: I :28 CU. Y0. L0AD/ACCU!4: 717128
FIETO TESTII{G I I{FORI.IAT I OI{ SAI.IPLE TEI,{P: 66.F AJR TEI{P: 3fF
TIiIE TEST TAKEI{: 1:33 SLUl,lP: 2-314 Il{. AIR COl{TEllT: 4.1I UET UilIT UEIGHI:
JOB SPECIFICATIONS: SLUIIP: 4 I1{. AIR C0llTEtlT:612 f HATER ADOED AT SITE l5 GAL.
CYLII{DER IIIFORIIATIO}I
t{0. 0F CYLIIIDERS: 6 CYLIN0ER SIZE: 6"x 12" TII|E CYLINDERS CAST: 1:43 IIHERE CAST: 0n-Stte
cuRIti6 tt{FoRilATror{
IIIITIAL CURE: 24 hours 0n-Site
DATE RECEII|ED AT LA8: l-10-94
FIELD ST0RAGE FACILITIES: Heated job slte tfailer
BY : l,lJ t'fiil/r,rAx 70
AGE
DAYS
DATE
TESTEO
TOTAL LOAD
(LBs)
D I AI'IETER
{ TNCHES)
AREA
tsQ IN)
Col,lP.sTR.
(PSr )
TYPE OF
FRACTME
CYLI}IDER
I'EICHT
(LBS)
CYLIT{DER
UIIIT UEIGHT
(PCF)
7
28
28
28
?8H
28H
t- l4-94
1-I4-94
z-4-94
2-4-94
2-4-94
2-4-94
128,000
124,500
6.08
5.98
29.03
28.09
4410
4430
snear
shear
DESIGN STREITGTH 4OOO PSI E 28 DAYS
TESTS BY LAB0RAToRY PERSoNNEL ARE ll{ ACCoRDAI{CE yITH APPLICABLE ASTI'I l,lETH0Ds UI{LESS 0THERI,ISE I{0TED
SOI.IE II{FOR}IATIOI{ OF TEST REPORT I,IAY 8E PROVIDED BY OTHERS
REI'IARKS:
lU non-chl ori de accelerator added to the nix concrete.
COPIES: R.A. l{el son & Associates, lnc
Town of VaiI; Uestern lloblle;
J V A, Inc.; Gwathney Pratt Schultz C. Adans Bobby J. Hays
FIETD OBSERVTR APPROVED BY
As r m|,tu.l D?otectlon to cll€n!3, th. publlc
cll.nt3, and duthot"lzltlon for publl€rtlon ofp.ndlng our wrltt.n approval. S.npl.s }|lll bain wrltlng.A nctober of thc !U group ot comprri€s
.nd ourr.l v.r, .ll raportrBt.tcrn€nt!. Concluslors ordl3porcd of .tt.r testlng
CHEN-NORTHERN, INC.
COIISULTII{6 EI{GIIIEERS AI{O SCIE}ITISTS
REPORT OF CONCRETE TEST CYLINDER DA
d,-.1i.\S JAN lee4 &'
a"fff5"w--j-.u
T0: llECll Enterprises JoB lto. 4 178 93-3 DATE: 1-10-9ilAttn: Eustaquio Cortina
P.0. 8ox 3149 SHEET I 0F IVaiI, C0 81658-3149
PROJECI: Liftside Buildlng, east of festhaven Drive and lrestin llotel , South Fpontage Road Uest, Vail, Colo.
PLACEIIEI{T IOCATIOI{ :Floor slab for unit C-42.
BATCH TICKET I NFOR}IATIOII
TRUCK r{0. 189
TI}IE BATCHEO:8:49
TICKET 1{0. 010976
TIi4E ARRI\IID: 9:10
SUPPLIER: Uestern ilobi I e
lllx DESIGI{ r{0. 8-4000
TIlfE PLACED: 9:25 CU.YD. L0AD/ACCIJI{ | 7lL4l28
FIEID TtSTIllc IllF0Rl.lATI0ll SAIIPLE TEttP: 62T AIR TEIIP: 207
TIilE TEST Tr(Etl: 9:34 SLUI{P: 4.0 lll. AtR C0IITENT: 3.91 l,,ET tllllT ltEI6HT: lilil.3
JOB SPECIFICATI0IIS: SlullP: 4 lll. llax AIR C0i,ITENT: 3.01 ITATER ADDED AT SITE EAL.
CYLM0ER iltF0RilAT l0t{
ll0. 0F CYLIIIDERS: 4 CYLII{DER SIZE: 6"x 12' TIIIE CYLII{DERS CAST: 9:44 iIHERE CAST: 0n-site
SToRAGE FACILITIES: Heated trai I erc.A. ltlil/llAx
CMIilG I }IFORI.IAI IOII
IIIITIAL CIIRE: 24 houfs
DATE RECEIVED AT LA8:
0n-Si te
l-11-94
FlILD
BY:
A6E
OAYS
t}ATE
TESTEO
TOTAL LOAD
(LBS)
DIAI,IETER
( Ir{cHES )
AREA
(sQ IN)
co}tP. sTR ,
(PSr )
TYPE l)F
FRACTURE
CYt I1{DER
trEI6HT
(LBs )
CYLIilDER
UI{IT UTIGHT
(PCF)
7
f
28
?8
28H
28H
t-t7-94
l-17-94
2-7 -94
2-7-94
?-7-94
2-7-94
113,500
u0,000
5.98
5.98
28. 09
28.09
4040
39e0
con/spl it
shear
DESI6II STREI{GTH 4000 Psr 0 28 DAYS
TESTS BY LAEORATORY PERSONI{EI ARE I}I ACCORDANCE I'IITH APPLICASLE AST}I I4ETHODS UI{LESS OTHERI{ISE IIOTED
S0HE Il{FoRl,lATioN 0F TEST REPORT l,lAY 8E PR0VI0E0 BY oTHERS
REiIARKS: l!( non chloride are added to concrete. Samole obtained from nixer truck.
C0PIES: R.A. llel son & Associates, Inc.; I
Town of Vail; tlestern llobile; IJ V A, lnc.; Gwatlmey Pratt Schultz; I Carolyn Adams Bobby J. Hays
FIELD OBSERVER APPROVED BY
As r nsttrtl prot.ctlon to cll.ntr, tha publlc rnd our3.lve!, alI raport. ar.6!bmltt.d.3 th. confldl.ntlr'l prop.rty of
cli.nts, a'|d ruthori2!tlon foi publlcltlon ot atrtcrncDti. Conclutlor3 or.Stracta from or r.g$dl|rg our r.portt la r.t.rv.dpandlrg our t r.ltt.n .FDrsv.l. g{$pl!e rtll bG dl3poicd ol .ft$ t.!'tlng lr conDl€tcd unl.3i oih.r .rt.!hgr'|.nts rgr..d toin f,iltlnq.
A nFmbGr 6t th. E!! group ol coi|P.nlcr Fonn o. C E113A 6/91
CHEN.NORTHERN, INC.
COI{SULTI}IG E}IGIIIEERS AI{O SC ]EI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
I0: llE0ll Entefprises JOB !t0. 4 lZ8 93-3 DATE: l2-At-93Attn: Eustaouio Corti na
P.0. Box 3149 SHEEI I 0F tVaiI, C0 81658-3149
PR0JECT: Liftside Building, east of ljesthaven Drive and ljestin hotel , South Frontage Road Uest, Vail, Colo.
PlACEilEt{T L0CATIoH: Slab at C-21.
BATCH 1]CKET I NFORI'IATIOt{
TRUCK [0. 104
TIIIE BATCHED: 8:04 All
TICKET t{0. 1061
TlllE ARRIVED: 8:l4 All T IME
SUPPLIER: llestern lilobi I e
l,lix DESIGI| 0. B 4000 Dsi
PLACED: 8:30 All-CU. YD. LOAD/ACCUI{: 717l?l
FIELD TESTING II{FOR}IATiOI{ SAI,IPLE TE}IP: 58 "F AIR TEI,IP: 5 "F
TIIIE TEST TAKtil: 8:46 Alt SLUIIP: 3 I/2 ltl. AIR C0t{TEt{T: 5.8X l,tET UIIIT UEIGHT: 140.0
J08 SPECIFICAT l0fi5 : SLUttlP: Itl. AIR C0IITENT: X VATER AD0ED AT SITE 10 GAL.
CYL]IIDER II{FORI.IAT IOiI
l'10. 0F CYtINDERS: 6 CYL!tl0ER SIZE: 6"x 12" TIHE CYLII{DERS CAST: 8:55 A}'l IIHERE CAST: On-Site
CURING INFORHAI I OH
IlliTlAt CURE: 24 hours 0n-Site
DATE RECEIVED AT LAB: 12-?2-93
FIETD STORAGE FACILITIES: Inside Heated Building.
BY: Bobby J. Hays HINiI4AX
AOE
DAY S
DAT E
tE5tcu
TOTAL LOAO
(LBS )
OIA}IETER
( TNCHES)
AREA
(sQ il{)
COMP. STR.
( PSr )
TYPE OF
FRACTURE
CYLIIIDER
IJE I GHT
(LBS)
CYL IIIDER
Ul{]T UEI6HT
(PcF )
1
28
28
28H
?8H
12 - 2 8-93
L2-28-93
I-I8-94
I -18-94
1-18-94
1-18-94
93,500
102,500
117 ,500
129,000
131 ,000
130,500
6. 10
6.09
6 .09
6.08
6.08
6. 08
29.22
29.13
29. 13
29 .03
?9 .03
29.03
3200
JStU
4 030
4440
4 510
4490
snear
shear
shea r
shear
snear
shear
DESI6X STREI{GTH 4000 Pst 0 ?8 DAYS
TESTS 8Y LAEORAIORY PERSONIIEL ARE I I'I ACCORDAIICE YITH APPLICABLE ASIH METHODS UIILESS OTHER!'TSE IIOTID
SOHE I IIFORI'IAT I OII OF TEST REPORI I,IAY BE PROVTOED 8Y OIHERS
REIORKS:11 non-chl ori de accelerator added to concrete.
C0PIIS: R.A. Helson & Associates, Inc.l
Torm of Vai l; llestern Mobile;
J V A, Inc.; Gwathney Pratt Schultz;Carolyn Adams Eobby J. Hays
FIELU OSSERVSR APPROVEO BY
A3 a rrtqrl protactl.n !o cllrtrts, th. pobltc rnd ourr.lv.r, All raporl'rcll.lrtr,, .nd .uthoFlzatlor tor publ.lcrtlon of rt!t.h.ntt. Conclualon. o?pcndlDg.our irrltt.n rpprovil. Slnpl.s Hlll be dl3poild ot rttar t.3tlng
A ',.r5.r ;f the E!! group ot co'rp.nlr3
r|". rubnitt.d .i th. confldl.ntlrl prop.r.ty of
.ttract3 lrom or iagardlog our raPorts 13 fctaryadIr corDl.tcd unl.rr othat lrt'tngamaht3 lgrcad to
Forn Ho. cltEll3A 6/91
CHEN-NORTHERN, INC.
COIISULTIilG ETIGIIIEERS AIID SCIENTISTs
REPORT OF CONCRETE TEST CYLINDER DATA
T0: tfECH €nterprises JoB t{0. 4 170 93-3 DATE: IZ-ZZ-93Attn: Eustaquio Corti na
P.0. 8ox 3149 SHEET I OF IVail, C0 81658-3149
PR0JECT: Liftside Building, east of lJesthaven Drive and vestin Hotel , South Frontage Road llest, Vail, Colo.
PLACEI.,IEIIT LOCAT JOI{ :Slab at C-32.
BATCH TICKET IIIFOR}IATIOI{
TRUCK IIO, 1I9
TIIIE BATCHED: 9:55 All
TICKET lt0. 10897
IIHE ARRIVEO: 10: 10 Ail
SUPPLIER: Uestern Hobi le
l.llx DESIG}| tl0. I4000 psi
TllfE PLACEO: t0:59 All-CU. YD. LOAD/ACCUH: 7ll4l28
FIELD TESTI!,|G INFoRI{ATI0Ii SA}tpLE TE}|F: 50'F AIR TEBp: 5 "F
TIl,lE TEST TAKEII: 1I:10 Al{ SLUl,lP: 4 3/4 lll. AIR CONTEIiT: -- t UET Ui{IT tlEI6HT: ---
J08 SPEC I FICATIOIIS: SLUitP: Il{. AIR C0t{TEl{T: X UATER A00ED AT SITE S GAL.
CYt II{DER II{FORI'IAT I OI{
li0. 0F CYLIIIDERS: 6 CYLII{OER SIZE: 6"x 12" TII'IE CYLITIDERS CAST: --- }lHtRE CAST: 0n-Site
CURING IIIFORHATTON
Il{ITIAL CURE: 24 hours on-Site
[)ATE RECEMD AT LA8: 12-23-93
FI€LD ST0RAGE FACILITIES: Inside Tfailer
8Y: Caro'lyn Adams l,lIlUilAX
A6E
DAYS
DATE
TESTED
IOTAL LOAD
(LBS)
DIAI.IETER
( IilCHES)
AREA
(sq Iil)
c0r,tP. sTR,
(Psr )
IYPE OF
FRACTURT
CYLIIIDER
YE IGHT
{LBs)
CYL IIIDER
UIIIT YEIGHT
(PCF)
I
7
28
28
28H
?8H
L?-?9-93
l?- e9-93
l-t9-94
1- t9-94
1- 19 -94
l-19-94
103,500
10t,000
128,000
l?4 ,500
129,000
1?9.500
6.06
6. 05
6.05
D.UD
6. 08
o-v/
2e.84
28.75
28.84
?8.84
29. 03
28.94
3 590
3 510
4440
4320
4440
4480
shear
shear
shear
shear
snear
shear
DESIGN SIREI{CTH 4000 Pst B 28 DAYS
TESTS BY LABORATORY PERSOI{IIEL ARE III ACCORDAITCE YITH APPLICAELE AST}I I,IETHODS UIILESS OTHERI.'ISE IIOTED
SO}IE IIIFORI.IATIOII OF TESI REPORT ITIAY BE PROVIOEO BY OTHERS
REMARKS :
COPIES: R.A. llel son & Associates, Inc
Toun of Vail; llestern ll,obile;
J V A, Inc.; GYratlmey Pratt Schultz Carollm Adans Bobby J. Hays
FIELD OBSERVER APPROVED BY
At . m|ltu.l protectlon to cll.nts, th. publ.lccll.nt3. and .uthoFiz.tlotr {or publtcrtlon otpandlng olr tdrlttln rpprov.l. S.DFI.3 rtll b!In y.rlting,
A n.rnber ot th. !l! group ol co{nprnl.s
and ourr.l v.r | !ll F.portt
stllchint3. CoDcl||3lo$r or.
dl3poa.d ot r{tcr t.3tln9
.r.a tlbmltt.d .r th. aontldlcntl.l proprrty of
axtra.:tr tFonr ot rrgrrtllr|g our r-.porti lr r.r.rvadtr cotrpl€tad unlar3 othar arrrng.mcnl3 !9racd tt
Forrn llo. CfiEll3A 6ir91
CHEN,NORTHERN, INC.
COIISULTIIIG EIIGI'{EERS AI{D SCI F}ITI5T5
REPORT OF CONCRETE TEST CYLINDER DATA
ffi"\
'S JAN 1es4 A
q$**;y
T0: MECII
Attn
P.0 .
Va'i 1
PROJECT:
Enterpri ses
Eustaquio Corti na
8ox 3149
c0 81658-3149
Li ftsi de 8ui I di ng,
..lg:gr-
JOB ll0. 4 178 93-3 DATE: 12-23-93
SHEET I OF 2
of lJesthaven Drive and yestin tlotel, South Frontage Road llest, Vall, Colo.
PLACEMEI{T L0CAII0N: Slab at C-31
BATCH TlCKET INFORITIATIOII
TRUCK NO. IO7
TIHE BATCHTD: 8:17 Atl
TICKET rio. 10907
TIl,lE ARRIVED: 8:48 AH
SUPPLIER: llestern f{,obi I e
HIX DESIGI! l{0. B 4000
TItfE PLACEo: 9:08 Altl-CU. YD, LoAD/ACCull: 7ll4l?8
FlELD TESTIIIG 1}IFORI,IAT I OtT
TII'IE TEST TAKEII: 9: 15 Al,l
JOB SPECI FICATIOIIS:
SL UIlP
SLUMP
4 L/4 ltt.
I ll.
SAilPLE TEIP:
AIR C0l{TEllT: 4.9X
AIR COllTEtlT: t
50'F AIR TEIIP: l0 "F
UET UIIiT }JEI6HT:
IIATER ADDEO AT SITE 14 6AL,
CYt I I{DER IIlFORI'IATI OII
N0. 0F GYLIIIDERS: 5 CYLIi{DER sIZE: 6"x 12" TIilE cytllt0ERs CAST: --- }JHERE CAST: 0n-Site
C UR I I{G I IIFORI.IAI I OII
IIIITIAL CURE: 0n-5i te
DATE RECE MD AT LA8 : ---FIELD STORAGE FACILITIES: Inside Traller
BY: Carol yn Adams l.llll/tlAx
AGE
OAYS
.DATT
TESTED
IOTAL LOAD
(LSs)
O]AHETER
( Il{cHES )
AREA
(sQ Ir{)
cor'rP. sTR.
(Pst )
TYPE OF
FRACTURE
CYt IIIDER
},E I6HT
( LBs)
CYt INDER
UIIII UEI6HT
(PCF)
7A
7A
28A
284
28A
?8A
H
H
l2-30-93
l?-30-93
1-20-94
I - 20-94
l -20-94
t -20-94
98,500
98,000
131,500
120,000
131 ,500
t33 .500
5.98
5.99
5.98
5.98
5. 98
5.98
28. 09
28. 18
28.09
28.09
?8.09
28.09
3480
4680
4270
4580
4 750
snea r
snear
con/shear
con/shear
shea r
con,/shea r
DESIGII STREI{GTH 4OOO PsI O 28 DAYS
TESTS 8Y LAEORATORY PERSOIINEL ARE III ACCOROAIICE IJITH APPLICABLE ASTH HETHODS UI'ILES5' OTHERI/ISE I{OTED
SOME i}IFORHATIOII OF TEST REPORT IIAY 8E PROVIDED 8Y OTHTRS
RETiARKS :sanple obtained frorn mixer truck.
CoPIES: R.A. llelson & Associates. inc
Town of Vail; lJestern llobile;
J V A, Inc.; Gwattmey Pratt Schultz Carolyn Adams Bobby J. Hays
FIELD OSSERVER APPROVEO BY
A3 r Dutu.l prot.ctlon to cll.nts, th. publlc rnd our.r.lvaa, .ll r.portscll.nt3, .nd ruthor,l.!tlon tor publlcrtlon ol .t.t.h.ntr. CoDclualon3 orp.rdlng-our r.ltt.n .pprov.l. Santpl.3 yttl ba dlspo3.d ot.tt.r tattlng
A hcmb.F ;t th. El! grorF ol co|np.nl.r
.r. 3ubrltt.d rr thr contldl.ntl.l propar.ty ot.xtr"rctr tro[ or ragtrdlrg orr rapoitr Ir rcsafvadl3 comp]atad uDlats othat rrr'rng.nantr agrlcd to
torll tlo. CUEll3A 5rl9r
CHEN.NORTHERN, INC.
COIISUI-TII{G EIIGIIIEERS AND SCIEilTISTS
REPORT OF CONCRETE TEST CYLINDER D
FT'.\/$' JAN lee^ 'A
F ln*.r;:n;
T0: HECI{ Enterpri ses
Attn: Eustaquio Corti na
P.0. 8ox 3149Vail, C0 81658-3149
PROJECT: Li ftside 8ui lding,
SHEET 2 OF 2
east of lJesthaven Drive and Uestin flotel, South Frontage Road lJest, Vail, Colo.
PLACEI.IEIIT LOCATION:Elevator Core A; Final Lift.
BATCH TICKET iIIF()RIIATIOII
TRT CK 0. 104
TI}IE BATCHED: 12:07 Pll
TICKET 0. 109t3
TIHE ARRIVED: l2:30 PN
SUPPLIER: llestern ilobl I e
itlx DEs IGli l{0. 4500
TIME PLACED: 12:10 P!1-CU. YD. LOAD/ACCUI,|: 717l
FigLD TESTIIIG lllFoRl,lATlol{ SA}rpLE TE},lp: SS T AIR TEMp: 20 oF
Til'lE TEST TAKEII: 12:45 Pfl SLUl.tP: 3l/4 It{. AIR CONTEI{T: 4.7I tET ul{tT }IEIGHT: ---
JOB SPECIFICATI0I'|S: SLtlllP: It{. AIR cOttTE T: x ITATER A0DED AT slTE -- 6AL.
CYLII{DER I IIFOR}IAT i ()II
t{0' 0F CYLII{0ERS: 5 CYIIIIDER SIZE: 6"x 12" TIIIE CYLII{DERS CAST: 12:55 P}l UIIERE CAST: 0n-Siie
CURING INFOR'IATIOI{
IIIITIAL CURE: 0n-Si te
DATE RECEMD AT !A8: -*-
FIEID ST0RAGE FACILITIES: lnside Trailer
BY: Carolyn Adans l,llt{/MilrX
A6E
DAYS
DATE
TESTED
TOTAT LOAD
(LBS)
DIAHETER
( lilcHES)
AREA
(sQ rx)
COHP. STR.
(Pst )
TYPE OF
FRACTURE
CYL I]IDER
VElGHT
(LBS)
CYL I TIDER
UIII T TIE I6HT
(PcF)
7B
t6
288
288
z8B
288
H
H
1Z-30-93
12-30-93
1-20-94
l-20-94
t-20-94
l-20-94
120,500
119 ,500
154,500
t52,000
146,000
154.000
5.99
5.99
5.98
5.99
5.98
5.98
?8. L8
28.18
2S.09
40.1o
28.09
?8.09
4280
4240
55 00
5390
5?00
5480
shear
shear
con/spl i t
con/shear
con/shear
con/spl i t
DESIGII STRE'IGTH 4500 PSI 0 28 0AY5
TESTS BY LAEORATORY PERSOITIIEL ARE II{ ACCORDAI{CE VTTH APPLICAELE AST}I HETHODS UI{LESS OTHERIIISE }IOTED
SOHE I IIFORI'IAT I OI{ OF TEST REPORT }tAY BE PROVIDED BY OTH€RS
RE}IARKS :Sanpl e obtai ned from mixer truck.
l1 non chloride,
COPIES: R,A. elson & Associates, Inc
Torvn of Vail; lrestern Hobile;
J V A, Inc.; G}'atlmey Pratt Schul tz Carolyn Adans Bobby J. Hays
FIELD OESERVER APPROVED BY
A3 | mutu.l prot.€tlon to cllents, thr publlc
cll.nt3, r.d luthorfz.tloh tcr publlcrtlon otp.ndlng our r.rltt.n rpprov.l. Sr|||pl.. wtll b.
A rD.n'bcr ;t ttr !!! grorp ot conprnt.B
and our'3alva3r .lI iaportt
rtata{rarrtt. Concl ur I on! or
dl tDo3ad ot rltcr t.itlng
.r. tubnltt.d aa th. conf'fdJe'ttl.l pr.opct'ty ol
.rtractr tr.sr or ragardlng our raporta la fa3arv.dls co|rpl.tad unlrtr othar. arrrngq[ant3 agraad to
For|n No. CHElt3A 5/91
CHEN-NORTHERN, INC.
cot{st tTIt{6 E|iGIIIEERS AIto SCIET{II5T5
REPORT OF CONCRETE TEST CYLINDER DI
fi"'\
1s- rAN IeeA ?
\l d* *p;
T0: lrE0rrr Enterprises JoB ilo. 4 r78 e3-3 rli{*#rAttn: Eustaoui o Cortina
P.0. Box 3149 SHE€T I 0F IVaiI, C0 81658-3149
PR0JECT: Liftside Bui1ding, east of tJesthaven Drive and lJestin Hotel , South Frontage Road llest, Vail, Colo.
PLACE||E}iT [0CATI0!{: First Lift at Lines A-l: llorth }Jal I of llechanlca] Roon.
BATCH TICKET |NFOR||ATIOH SUPPLIER: llestern llobile
TRUCK 1t0. t89 TICKET 0. 10925 iltX DESIGI| t{0. 39
TIHE SATCHED: 8:44 Al.l TIi'lE ARRIYED: 9:00 M TillE PLACED: 9:05 All-CU. YD. L0AD/ACCU},|: 47
FIELD TESTIIIG IIIF0RMATION SMPLE TEIIP: 47 "F AIR TEIIP: 27 "F
TIIIE TEST TAKEII; 9:15 All SLlll'tP: 4Il{. AIR C0l'lTEllT: 5.22 l,rET UNIT }|EIGHT: ---
JOB SPECI FICATI0IIS: SLUIIP: It{. AIR C0llTEllT: X }TATER A0DE0 AT SITE -- 6AL.
CYLIilDER IIIFORHAI I ON
t{0. 0F CYLII{0ERS: 6 CYLINDER SIZE: 6"x 12" TIHE CYLII'IDERS CAST: 9:30 Altl UHERE CAST: 0n-Site
CURIHG I IIFOR}IAT I OI{
I l{ ITIAL CURE: 0n-Site
DATE RECE]VED AT LAB:
FIELD ST0RAGE FACILITIES: Trai I er
BY: Oan ilei I I MIN/I'|AX
Aut
OAYS
OATE
TTSTED
TOTAL LOAO
(LBs)
O IAI,IETER
( IllcHts)
AREA
(sQ Ir{)
c0ilP.sTR.
(Psr )
TYPE OF
FRACTURE
CYLIIIOER
YE I6HT
(LBs)
CYIINDER
UIiIT UEIGHT
(PCF)
7
28
28
28
z8
r4-Jl -vJ
l2-31-93
I -21-94
l - 21-94
l-21-94
l-zl-94
l?4,500
120, s00
169 ,500
168,000
172,500
t70.000
5.98
5.99
5.98
5.98
5.99
5 -98
?8. 09
28.18
28.09
28. 09
e8.18
28.09
4430
4280
5040
5980
6120
6050
shear
shear
con/spi lt
con/spl i t
con/sp1 i t
con/spl i t
OESIGII STREIIGTH 4OOO PSI O 28 DAYS
TESTS BY LAEORATORY PERSOT{I\|EL ARE III ACCORDAT{CE I.'ITH APPLICABLE ASTI.I I,IETHOI)S UIILESS ()THERUISE I{OTED
SOITIE IIIFOR}IATIOII OF TTST REPORT }IAY BE PROVIDED BY OTHERS
RE}IARKS:
COPlE5: R.A, l{el son & Associates, Inc
Tonn of Vail; llestern llobile;
J V A, Inc.; Gwathney Pratt Schultz Oan lleill Bobby J. Hays
FIELD OBSERVER APPROVED BY
A3 ! nuturl prot.ctloh to cllant3, th. publlc.nd our..lv.t, all rcport3c'llGntrr rnd .uthorlzrtlon fo!. prbl icri.lon ot rt.tsrcnts. Cohclu3loni otpcndlng our rrltt..r rpp.ovtl. S.,,}pl.r vrll'l b. dlBpo3.d of rft.r t.rtlng
A 'ncnb.r ;t th. S!! group of comp.nl.i
.r. iultnlttcd .! th. contldl.ntlrl piop.rty ot
axtrrctt frofi or rlg.rdlng ou|. raPortt It ratarvadlr cotnpl.t.d srl.3r oth.r trtrnga|n|nts rgr..d to
Fofln No' c Ell3A 6/91
CHEN.NORTHERN, INC.
coilsuLTIlt6 EltGII{EERS At{D SCIEilTTSTS
REPORT OF CONCRETE TEST CYLINDER
ffi""^\
F ru*l*'rp',
T0: llECl,l Enterprises J;; r rrr rr-rl,Attnr Eustaqui o Corti na
P.0. Box 3149 SHEET I 0F 1VaiI, C0 81658-3149
PR0JECT: Liftside Building, east of tJesthaven Drive and Uestln Hotel , South Frontage Road Uest, Vail, Colo.
PLACEI'IEI{T IOCATIOT{ :Slab for Uni t C-41
SATCH TICKET INFORI.IAT IOII
TRIJCK ilo, 9I
TIIIE BATCHED: 8:39
TICKET t{0. 010984
TIIIE ARRIVED: 8:50 TII.IE
SUPPLIER: llestern l'lobi I e
lllx DEsIoll tito. 8-4000
PLACED: 9:00 CU.Y0.I0AD/ACCIll:. 7ll4l28
FIELD TESTI}I6 I NFOR}IAT I OTI SA}tPtE TE}IP: 58.F AIR TE!.IP: O.F
TIIIE TEST TAKEI{: 9:26 SLUIIP: 5.0 lll. AIR C0llTEl{T: 4.9f, llET U}IIT llEI6HI: 141.3
JOB SPECIFICATI0I{S: sLUllP: It{. AIR c0lirE T: u vArER ADDEO AT SITE 10GAL.
CYL]NDER IIIFORI,TATIOII
ll0. 0F CYLII{DERS: 6 CYLIII0ER SIZE: 6"x lZ" TIl,lE CYLIilOERS CAST: 9:36 }IHERE CAST: 0n-Site
cuRlt|G tttFoRt'tATlofl
I]{ITIAL CIIRE: 24 hours On-Site
DATE RECEIVEO AT LAB: 1.13-94
FIELD SToRAGE FACILITIES: Heated Trailer8Y: C.A.l'ltll/llM
,tuc
DAYS
DATE
TESTED
TOTAI LOAD
(LBs)
D IAI.IETER
( rilcHEs )
AREA
(sQ ril)
c0l.lP. sTR.
(Psr )
TYPE (}F
FRACTIJRE
CYLIIIDER
},E I6HI
(LBs)
CYLI'IDER
U]{IT I.'E IGHT
(PCF)
28
28
28H
28H
I -18-94
1- 18-94
2-8-94
z-8-94
2-8-94
2-8-94
104 , 000
102 ,000
5. 99
5.99
?8. l8
28.18
3690
3620
shear
shear
DTSIGII STRENGTH 4OOO PSI @ 28 OAYS
TESTS 8Y LABORATORY PERSONIIEL ARE I}I ACCORDANCE UITH APPLICABLE ASTI.I METHODS U}ILESS OTHERI{]sE I{OTED
SO}I€ I IIFORI'IAT I OI{ OF TEST REPORT }IAY BE PROVIDED BY OTHERS
REI'IARKS:1l non-chloride accelerator added to this nix,
COPIE5: R,A. llel son & Associates, Inc
Torm of Vail; l,lestern lloblle;
J V A, lnc.; Glratlr€y Pratt Schultz Carolyn Adans Bobby J. llays
FIELD OBSERVER APPROYED 8Y
A3 ! rruturl prot.ctlon to cll.nt3, th. Dubllcclicnt3. and .uthorlzrtlon tor publlc.rtlotr ofpcndlng oui. nFlttcn .ppr6v.l. Slt|pl.t elll ba
A r|Ghh.r ;f th. !l! group o? cooprnt.s
.nd o!rt.lv.s, .ll raporntt!tatcm.nt3. corcl u5lont orrtl3poicd of .tt.r t.rtlDg
.r-c rullnlttcd r. th. confldl.ntlrl prog.tty ot
ar(traet3 trofi oi rca.rdlng our' r.port3 ia r.3.rvad
l3 corDl.tcd unl.3r oth.r lr|.r|'g.I|.|rti aqrctd to
Fonr o. CtlEll3A 6/9r
CHEN.NORTHERN, INC.
COI{SULTII{G EIIGIIIEERS A}tO SCIEITTI STS
REPORT OF CONCRETE TEST CYLINDER D
ffii;;h
q,'ffi'*
T0: [lEC[l
Attn
DN
Vai I
PROJECT:
Enterpri ses
Eustaquio Corti na
Box 3149
c0 8r558-3149
Liftside Suilding, east of lresthaven Dri ve
E
J08 tlo. 4 t78 93-3 DATE: r-14-9,+
SHEET I OF 1
and llestin Hotel , South Frontage Road Yest, Vail, Colo.
PLAcEllEt'lT L0cATI0l{: t{orth and aast walls of pool at Lines u through M and I through 1a,
BATCH TICKET I I{FORI,IAT i OII
TRUCK 1{0. 189
TIIIE EATCHED: l1:5?
TICKET l{0. 011025
TiilE ARRIVED: 12:05
SUPPLIER: Uestern llobl let x 0Esl6it 0. 39
TIIfE PLACED: 12:?0 CU. Y0.L0AO,/ACCUfr: 7l2l/35!
FIELD TESTIltG ITIFORMATIOII
Tll,lE TEST TAKEiI: t2:35
JOB SPECIFICATIO}IS:
SLUHP
sLultP
Llz Iil.
Ilt.
SA}IPLE TEIIP:
AIR C0llTEl{T: 4.5I
AIR C0t{TEl{I: X
62'F AIR TEIIP: 40oF
l{ET UI{IT IIEIGHT:
IIATER AODED AT SITE O 6AL.
cYLIIDER lltFoR ATl0ll
ItO. 0F CYLIilDERS: 6 CYLII{DER SIZE: 6"x ie" Ttr4E CYLII{DERS CAST: 12:45 UHERE CAST: 0n-Stte
CURITIG I IIFORI{AT IOII
II{ITIAL CURE: 24 hours On-Site
DATE RECEIVED AT LAB: l-15-94
FIELO ST()RAGE FACILITIES: Heated trailerBY: C.A.f,rI il/r,rAx
AGE
DAYS
DATE
TESTEO
IOTAL LOAD
(LBs )
OIAMETER
( I ircHEs )
AREA
(sQ tt{)
coftP. sTR.
(Psr )
TYPE OF
FRACTURE
CYt I IIOER
iE lbnl
{L8s)
CYLII{DER
U]{IT UEIGHT
(PCF)
28
28
{.4
28H
28H
L-21-94
1-21-94
z-l t -94
2-tL-94
2-Lt-94
2-ll-94
1t7,500
122,000
6. 00
6. 09
28.27
29.ls
4160
4190
shear
snear
t)ES IGI{ STREII6TH 45OO PSI O 28 DAYS
TESTS BY LABORATORY PERSONI{€L ARE IN ACCORDAI{CE I{ITH APPLICASLE AST}I I.{ETHODS UI{LESS OTHERhII5E HOTED
sOI,|E I]{FORI'IAIIOII OF TEST REPORT I.IAY 8E PROVIOED BY OTHERS
REiIARKS:1I non chlor acc. added to the mix,
COPIES: R.A. l{elson & Associates, lnc
Tonn of Vail; ltestern Hobile;
J V A, Inc.; Gwathrcy Pratt Schultz Carolyn Adarns Eobby J. Hays
FIELD OBSERVER APPROYEO BY
A! a mut{al pFot.ctlon to cll.ntr, tha publlc.nd ouis.lv.i. .ll r.portacll.nt!, rnd a{thortr.tlon for plbllcrttor ot atrtcrncnts. Conclv3lonr orp.rdlng-_our |||-itt.n .pFrFov.l, Stlr|Pl.i r{lI b. dl.po3.d ot rft.r t.atingIr rrltlng.
A h'rrnber of th. !f! group ol conprnl.3
.ir s{bnltted 13 th. coa?ldl.ntful pto9.t'ty of
.xtr!ct3 f|.om or ragarallng ouf rcport3 lr rc+aFvad'Jr co.npt.tcd rnl.r! othcr arratga anta agrcad to
For No. ct|Ell3A 6/91
REPORT
CHEN.NORTHERN, INC.
COIISULTIIIG EIIGIIIEERS A]{D SCIEiITISTS
OF CONCRETE TEST CYLINDER DATA
T0: l'lECll Enterpri ses J08 1i0. 4 178 93-3 DATE I l-17-94Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F rVaiI, C0 81658-3149
PRoJECT: Liftside Bullding, east of Uesthaven Drive and t,estln Hotel , South Frontage Road Uest, Vall, Colo.
PLACEIIENT LOCATIO}I:Italls; stalrcore A at Elev. l0l
BATCH TICKET I ilFffil.lAT 101{ SUPPLIER: llestern ilobile
TRUCK 1{0. 189 TICKET 1{0. 0t 1034 ilIX 0ESIG}| l{0. 39
TIlf€ EATCHID: L2:12 IIIIE ARRIVED: r2:?8 TIIIE PTACED: 12:40 CU.Y0.L0All/ACClll,l: 65165113
FIELD TESTII{G Il{F0RllATI0ll SAilPLE TE}IP: 66'T AIR TEIIP: 25'F
Tll,fE TEST TAKEiI; l?247 9LtlHP: ? 3/4 lll. AIR COl{TEllT: 4.5I llET lfi{IT IIEIGHT: 139.4
JOB SPECIFICATIOIIS: SLUIIP: Iil. AIR C0t{TEllT: I 9ATER lllDED AT SITE GAL,
CYTII{DER IIIFORI,IATIOl{
l{0. 0F CYLIT{DERS: 6 CYLIIIOER SIZE: 6"x 12" Tll{E CYLII{DERS CAST: 12:57 l,lHERE CAST: On-Sl te
CW I I{G I I{FORI,IAT I OI{
II{ITIAL CIJRE: 0n-site FIELD SToRAGE FACILITIES:
0ATE RECEIVED AT tAB: l-19-94 BY: 8H llll{/tlAX
A6E
OAYS
DATE
TESTED
TOTAT LOAD
(lBs)
DIA}IETER
( rl{cHES)
AREA
(sq ril)
col.{P. sTR.
(Psr)
TYPE OF
FRACIURE
CYLIIIDER
I{EIGHT
(r8s)
CYLIIIDER
UIIIT I{EIGHT
(PcF)
7
7
2A
28
28
?&
I -e4-94
r-24-94
2-14-94
2-!4-94
2-t4-94
2-t4-94
127,000
123,000
6. 08
6.08
29. 03
29.03
4370
4240
$nea r
shear
DES]G1{ STREilGTH 4500 PSI e 28 oAYS
TESTS BY TABORATORY PERSOI{T{EI ART II{ ACCORDAI{CE YITH APPL]CABLE ASTI.I I,IETHOOS UI{LESS OTHERIIIS€ I{OTED
SOI,IE IIIFORI.IATIOTI OF TEST REPORT HAY 8E PROVIDED BY OTHERS
REIORKS:ll non chl ori de
C0PIES: R.A. ]{elson & Associates, Inc.;
Town sf Vail; l,lestern l,lobi I e;
J V A, Inc.; Gwattmey Pratt Schultz:Carolyn Adams Bobby J. Hays
FIELD OESERVER APPROVED BY
Ar. hnturl protectlon to cllant3. the publlc .nd ourr.lv.3, rll r.port3 lrc Esbn{ttad.r th. cortldl.ntl.rl Pt'op.?ty of
cllantr, rnd ruthorl:atlon lor publlcrtlon of statenent!. Conclu3lonl or axtrccts ft'oin or r'ag.rdlng out' r.Fort6 l3 raSarvad
p.ndlng our. urltt.n 6pprov.l. S.npl.t rilll b. dlrpot.d ot.ttar taatlnE lr co.rpl.t.d unl.3t oth.r .rrrn9.Nr.nt. rgraac !o
In rrl tlng.
A mrnbrr ;f th. !l!! groqp of co|||p.nl.r Form o. cMEll3A 6/91
o
Ar a frutu.l pFot.ctlon to cllantr, th. publlc.nd our3alva3, all raport! !r. rub itt.d.r. th. contldl.ntlrl pioPatty of
cll.ntr, d6d authorlzatIon foi publlcatlon ot 3t.tdr.ntr. Conclutlonr oF.rti!ct3 tro|n or r-agtrdt^g ouf raPort! It ratarvad
p.ndinE our srltt.r lpprov.t. S.nr9l.3 rll'l b. dl3potrd ot.ft.i t.stlng l3 conpl.t.d unl.!3 oth.t .trang.o.nt!. rgr..d to
ln |.rltt$g.I mintir if th. !I! gioup of conp.nl.3 Fortn tlo. cfiEtr3A 6/91
CHEN.NORTHERN, INC.
CO SULTI 6 EI{GII{EERS AI{D SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER DAT
T0: lfEcll Enterpnises JoB l{0. 4 t78 93-3 DATE: l-Zl-94Attn: [ustaquio Corti na
P.0. Box 3149 SHEET I 0F 1
Vai l, C0 81658-3149
PROJECT: Liftside Building, east of tlesthaven Drive and l,estin Hotel , South Frontage Road I'lest, Vail, Colo.
PLACE}IEIIT LOCATIOT{ :Stal rcore A1 at elevation lll
BATCH TICKTT IXFOR!|AT]0N SUPPLIER: l,lestern }lobile
TRUCK t{0. 16l TICKET l{0. 0t 1082 HtX DEsIGil ilo. 39
TIIIE BATCHED: 1:05 TIIIE ARRIVED: 1:15 TIIIE PLACED: 1:20 CU.YD.L0AD/ACCUI4: 7/2ll2l
FIELD TESTI116 I NFORI.IAT I OtI
TI}IE TEST TAKEI{: l:?5
JOB SPECIFICATIOI1S:
SLUIIP: 3-1/2 I ll.
SLUIIP: IN.
SAMPLE TEHP:
AIR C0t'lTEllT: 5. 11
AIR C0t{TEl{T: Z
67T AIR TEI.IP: 45"F
UtT UillT lrEI6HT: 131 .7
!,AIER ADDED AI SITE 3 GAL.
CYL I I{DER II{FORiIAT IOI{
N0. 0F CYLII{DERS: 7 CYLIT{DER SIZE: 6"x 12" TIl,lE CYLIT{DIRS CAST: l:35 TJHERE CAST: On-Site
cuRt l,{6 I IFoRr,rATI0r{
IIIITIAL CURE: ?4 hours 0n-Site
DATE RECEIVED AT LAB: l-?2-94
FIELO ST0RAGE FACILITIE5: heated trailer
BY: F. P.l,r I l{/},rAX
AGE
DAYS
DATE
TISTEI)
TOIAL LOAD
(LBs)
DIA}IETER
( rr{cHEs )
AREA
(sQ Ill)
c0ilP. sTR.
(PsI )
TYPE OF
FRACTURE
CYL I NDER
IIE i 6HT
(LBS )
cYtt r{DtR
UIIIT UEIGHT
(PCF)
7
7
FC7'
2S
?8
?8H
28H
1-28-94
l-28-94
l-28-94
2-t8-94
2-18-94
2-18-94
2-t8-94
l?6,000
128,000
50.000
5.99
5.98
o. uo
28.18
28.09
28.84
447 0
4560
2 080
shear
shear
snear
DES I6I{ STREiIGTH 4500 PSI 0 28 0AYS
TESTS BY LABORATORY PERSOIII{EL ARE II{ ACCORDAIICI UITH APPLICAELE ASTI,I I.,IETHODS UI{LESS OTHERI{ISE IIIITEO
SOI.IE II{FOR}IATIOII OF TEST REPORT I.IAY BE PROVI[)ED BY OTHERS
REIIARKS: 1I non chloride added.* This cyllnder was cured rith concrete placed on
that field cure test cyllnder may not have been
site for five days. lJe rvere inofnned
in heated area of concnete placement,
COPIES: R.A. llelson & Associates, Inc
Toro of Vail; l{estern }lobilel
J V A, lnc.; Gwath ey Pratt Schultz Carolyn Adans Bobby J. H6Ys
FIETO OBSERVER APPROVED BY
CHEN.NORTHERN, INC.
coxsurltile E|GIIEERS AXD SCIEilTTSTS
OF CONCRETE TEST CYLINDREPORT
\q91ry-
T0: llECll Enterprises JOB t{0. 4 178 93-3 DATE: f-20-94Attn: tustaquio Corti na
P.0. 8ox 3149 SHEET I 0F IVaiI, C0 81658-3149
PR0JECT: Liftside 8uilding, east of llesthaven Orlve and Uestln Hotel , South Frontage Road llest, Vall, Colo.
PLACEI,IE}IT LOCATIOI{ :Slab-on-grade llechanical Rosn
BATCH TICKET I IIFORI.IAIION
TTUCK 0. 104
IIIIE BATCHED: unknown
TICKET t{0. 0n053
TIIIE ARRIVEO: 9:50 T I I.{E
SUPPLI ER: llestern lilobi I e
tlIX DESIGT{ l'10. 44 wlfibers
PLACED: 9:56 CU. YD. L0AD/ACCUI|:
FIELD TESTIIIG i]{FORI,IATION
TIIIE TEST TAKEII: 10:04
JOB SPECIF]CATIOIIS:
SAMPLE TEMP:
AIR C0llTEtlT: 6.61
AIR C0llTEllT: 3 rnx %
SLUIP: 4.0
SLUI'IP: 4
Il{.
I lt.
64.F A]R TE P: 3OOF
UET UI{IT IIEIGHT:
!,ATER ADDED AT SITE 5 GAL,
CYL I I{DER I IIFORIT,IAT IOI{
tJO' 0F CYLIIIDERS: 7 CYLIIIDFR SIZE: 6"x 12" TIHE CYIII{DERS CAST: 10:14 trlHERE CAST: 0n-Site
CURIIIG I I{FORI.IAT I OI{
IIIITIAL ctfiE: 24 houFs 0n-slte FIELD ST0RA6E FACILITIES: Heated tnailer
DATE RECEIVED AT LAB: 1-2r-94 BY: B. B. Mlti/ltAx
AGE
DAYS
OATE
TESTED
TOTAL LOAD
(LBs)
DIA}IETER
(rilcHEs)
AREA
(sq rN)
col,rP. sTR.
(Psl )
TYPE OF
FRACTURE
CYL TIIDER
IIE IGHT
( LBs)
CYt I IIDER
UIIIT UEIGHT
{PcF)
7
7
FC 7*
z8
28H
z&H
t-27 -94
r-27-94
t-27-91
z-17 -94
z-17-94
z-17-94
89,500
90,000
70,500
5.99
5.99
6.07
28,18
28.18
28.94
31S0
3190
2440
shear
shear
shear
DESIGI{ 5TREI*GTH IOOO PSI O 28 DAYS
TESTS BY LABORATORY PERSOI{I{EL ARE I1{ ACCORDAI{CE }IITH APPLICAELE ASTII IIETHODS UilLEsS OTHER}'ISE I{OTEI)
SOI,IE IIIFORf{ATIOil OF TEST RTPORT I{AT BE PROVIOTO BY OIHERS
REIIARKS: lI non chloride added.
i This cyl i nder was cured on site for six days rrith the concrete placed.
C0PIES: R.A. l{elson & Assoclates, Inc.
Torn of Vail; lfestern llobile;
J Y A, lnc.; G*athrcy Pratt Schultz;Carolyn Adams Bobby J. lhys
FIELD OBSERVER APPROVED BY
43. r.tu.l prqt.ctlor to cllant3, tha publlc.nd ourr.lvai, .ll irportt.ro rlbalttrd !i th. contldl.ntl.l prop.rty ofcllGht3, and ruthorlzatlon tor Fubllcitlor of 3tatdn ntr. Concl!alonr or.rtrrctr fror oF rag.idlng orrr raDortl] lr rrltrvrdp.ndlng-osr rrlttat apProv.l. Su|pl.B vrtll b. dlrpor,.d of rttar taitlng l3 cofiFletad unle.r oth.r rrrrn9dhant..gr..d toIn r,rItlnd-
A n rt r 6f th. E!! group ot co|np.nl.r Foi.t| }{o. CHEtl3A 6/91
CHEN-NORTHERN, INC.
c0 sutTtlr6 iG|liEERS ANU SCIEIiTISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: ilECll Enterprises JqB ttg. 4 178 93-3 SATE: l-7-94Attn: Eustaquio Corti na
P.0. 8ox 3149 SHEET 1 0F IVaiI, C0 81658-3149
PR0JECT: Liftside Building, east of Uesthaven Drive and Vestln Hotel , South Frontage Road l,lest, Vail, Colo.
PLACEI.IEI{T LOCA]]OI{ :A-l Elevator stai rs
BATCH TICKET IIIFORiIATIOII
TRUCK l{0. 104
TIIlE EATCHED: I Z:51
TICKET N0. 0l-0968
TI}IE ARRiVED: l:00 r I t'tE
SUPPLIER: lJestern l,lobi Ie
ulx 0Es16 fi0. 8-4500
PLACED: l:28 CU.Y0.LOAD/ACCU}|: 7 /7128
FIELD TESTING Il{FoRtlATIol{ SAHPLE TEltlP: 66'F AIR TEtrlP: 35'F
TIIIE TEST TAKEII: l:33 SLUMP: 2-314 ltl. AIR C0l{TEl{T: 4.11 UET UlllT I,IEIGHT:
J08 SPECIFICATI0IIS: SLul,lP: 4 IN. AIR C0l{TEllT:6+2 % ttATER ADDED AT SITE 15 GAL.
CYLII{DER I]{FOR]'{AT I OII
f10. 0F CYllt{l}ERS: 6 CYLIIIDER 5lZE: 6"x 12" TIME CYLIIIDERS CAST: l:43 l,lHERE CAST: 0n-Site
C UR Il{G I IIFORI4ATIO}I
II{ITIAL CURE: 24 hours 0n-5ite
DAIE RECEIYED AT tAB: I'10-94
FIELO STORAGE FACILITIES: Heated job site trailer
BY: flJ ilm/HAX 70
AGE
OAYS
DATE
TESTED
TOTAL LOAD
(LBs )
D I AI'IETER
( tNCHES)
AREA
(sQ Ir{)
cor,tP. sTR.
(PSr)
TYPE OF
FRACTURE
CYTIIIDER
UEIGHT
(tBs)
CYL IIIDER
UI{IT TJEIGHT
(PCF )
7
28
16
z8
?8H
z8H
1-14-94
l-14-94
2-4-94
2-4-94
?-4-94
?-4-94
128,000
124,500
148,500
150,000
159 ,500
159.000
6. 08
5.98
5.98
5.98
5.99
5.99
29.03
28.09
28.09
28.09
28. l8
28.18
4410
4430
5290
5700
)oou
5640
snear
shear
con/spl i t
con/spl i t
con/spl i t
con/sp l i t
DESI6N STREI{GTH 4OOO PSI G 28 OAYS
TESTS 8Y LABORATORY PERSOI{II€L ARE ]II ACCORDAIICE UITH APPLICABLE ASTM METHODS UI{1E55 OTHERI{ISE NOTED
SOIIE IIiIFORHATIOI{ OF TEST REPORT I'IAY BE PROVIDID 8Y OTHERS
REMRKS :
l?6 non-chl ori de accelerdtor added to the nix concrete.
CoPIES: R.A. l{el son & Associates. Inc
Town of Vail; Vestetn llobile;
J V A, lnc.; Gwathmrey Pratt Schultz C. Adams Bobby J. HaYs
FIELD OBSERVER APPROVEO BY
A! ! nutu.l prot.ctlon to c'lfents. thc publlc
cll.trts, rnd rutharir!tlon for public.tion of
pendlng ouF lrritt€n tpprovrl. 5.mp1.3 Hill b.
A m€lt|ber ;f the El! g.oup ot coftpahl!3
rnd ourrelwls. .l I reports
rtatchents. conc lut i oni or
dirposed of aft.r t€3ting
rra 5ubmitted .3 the confldlenti.'l prop.rty ot
ertrlcts fron or regardlnE our rcForts i! r'served
ir comol.t.d unla3i olhcr arrtrgem€nts .grecd "o
FoF tlo. cilEl l3A 5/9t
CHEN.NORTHERN, INC.
COTISULTITIG ETIGIIIEERS AIID SC IEI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
q.j'$ffs.F(* ffi'19S"*99
T0: llECll Enterpri ses JoB t{0. 4 t78 93-3 0ATE: t-10-94Attn: Eustaquio Corti na
P.0. Box 3149 SHEET r 0F IVail C0 81658-3149
PR0JECT: Liftside Euilding, east of Uesthaven 0rive and lJestin Hotel , South Frontage Road lJest, Vail, Colo.
PLACET.IEI{T LOCATIO :Floor slab for unit C-42,
BATCH TICKET IT{FORI'IAT IOil
TRUCK l{0. 189
TIIIE BATCHED: 8:49
TICKET r{0. 0r0976
TIHE ARRIVEO: 9: 18
SUPPLIER: l,restern l,lobi le
l{Ix DESIGT{ N0. 8-4000
PLACED: 9 : 25 CU. Y0. L0AD/ACCU}|: 7 t14l28
FIELO TESTIIIG IilFOR}IATIOI{ SA}IPLE TEIIP: 6?.F AIR TEI,(P: ZO.F
TIIIE TEST TAKEI{: 9:34 SLUIIP: 4.0 Il{. AIR C0l{TEl{T: 3.9fi UET UIIIT UEIGHT: 143.3
JOB SPECIFICATI0 S: SLUMP: 4 lll. llax AIR C0tiTEllT: 3.01 IJATIR A0DED AT SITE GAL.
CYLIIIDER Il{F0RllATloN
l{0. 0F CYLIIIOERS: 4 CYLIIIDER SlZE: 6"x 12" TIIIE CYLIIIDERS CAST: 9:44 }IHERE CAST: 0n-Site
CURIN6 IIIFORI.{ATIOII
Il{ITIAL CURE: 24 hours 0n-Site
0ATE RECEIVED AT LAB: 1-11-94
FIELD STORAGE FACILITIES: Heated trailer
BY: C. A. ilill/tlAx
CYL i I{OER
UI{ IT !'TIGHT
( PcF)
COMP. STR.
(PSI }
CYL I I{DER
!,E I6HT
(LBs)
con/sp] i t
snear
con/shear
con/shear
con,/shear
shea r
7
28
28
28H
28H
1- l7-94
1- l7 -94
2-7 -94
2-7 -94
2-7-94
2-7 -94
113,500
I10,000
150,000
147 ,500
150,000
152,000
5.98
5.98
6. 08
6.07
5.98
5.98
4040
3920
517 0
5100
5340
5410
28.09
28.09
29.03
28.94
28.09
28.09
OESIGI{ STREI{GTH 4OOO PSI 8 28 OAYS
IESTS EY LAEORATORY PTRSONIIEL ARE III ACCORDAIICE I'ITH APPLICABTE ASTI.{ METHODS UI{LESS OTHERVISE NOTEO
SOIIE IIIFORIiATIOI{ OF TEST REPORT I,IAY BE PROVIDED 8Y OTHERS
REIIARKS: tI non chloride are added to concrete. Sample obtained from mixer truck.
CoPIES: R.A. tlelson & Associates, Inc.;
Town of Vail; Uestern Mobile;
FIELO OBSERVER APPROVED 8Y
J V A, Inc.; Gwathrney Pratt Schultz;i I Carolyn Adams Bobbv J. Hays
At . mutu.l pr"otcctloh to clients, the publlc
client3,.nd.uthorlz.tion for publ lc.tior of
pendlng our ,ritt.n .pproval- S.mp'lGs HiIl b.in Hrlilng.
A nehber of the E!! group of comp.ni€s
.nd orrs.lvcs, !ll reportt
Btlta|tr€fit3. Conc l0s lons ordlrgor.d o{ .ftcr teittng
dr€ subrittad at the corfldl€ntirl propcity ot
ertr.ctg from of regdrding our i€portg l3 feslrvco
ir con!let€d unleii oth€r .r..nge6€ntE .gr€ed to
Forn No. c[E113A 6/91
d*l'%/*1. --l'\.t rtB 1994 'q
,.r-"v (D
Ci-,.'i;"i;-t- l,,
16#$T""9\*ff":$i
QrasaqqgCHEN-NORTHERN, INC.
cor{suLTlilG El{GIXEERS Ailo sCiEl{Tt STS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: HECH Enterprises J08 l{0. 4 178 93-3 DATE: l-26-91Attn: Eustaquio Cortina
P.0. 8ox 3149 SHEEI I 0F IVail, C0 81658-3149
PRoJECT: Liftstde Butlding, east of tlesthaven Drive and Vestln ltotel , South Frontage Road Llest, Vail, Colo.
PLACEI,IEI{T L0CATI0I|: Stair core Al
EATCH TICKET I IIFoRHAT lotl SUPPLIER: lrestern Hobile
TRUCK ilo. 16l TICKET flo. 0l 1099 HIX DESIG|| tlo.
IIHE BATCHED: 10:21 TIIIE ARRIVED: 10:47 TIIIE PLACED: 11;00 CU. YD. L0AD/ACCUI'i:
FIEL0 T€5TII{6 I llFoRllAT I0l{ SAMPLE TEt'tP: 55"F AIR TEilP: 30'F
TIHE TEST TAKEN: 11:11 SLUI'iP: 4.0 lll. AIR C0t{IEt{T: X UET Ul{lT l,lEI6HI:
JOB SPEC IFICAT I0l{5: SLUllP: Itl. AIR COI{TENT: X UATER ADDED AT SITE CAL.
CYL I IIDER I IIFORI{ATIOII
t{0. 0F CYLINDERS: 7 CYLftlOER SIZE: 6"x 12" TIIIE CYLIII0ERS CAST: LL:24 I{HER€ CAST: on-S i te
CURIX6 I I{FORI,IAT IOI{
I l{ I TIAL CURE: ?4 hours
DATE RECEIVED AI LA8:
0n-S i te
l-28-94
FIELO STORAGE FACILITIE5 :
8Y: C. A.
heated trai ler except
HItl/l.lM field cure cyl
AG€
DAYS
OATE
T€5TEO
TOTAL LOAD
(LBs )
O IAM€TER
( I fiCHE5 )
AREA
(sQ ${)
cot{P.sTR .
(Psr )
TYPE OF
FRACTURE
CYL I I{DER
I,IE IGHT
(LBs)
CYLIIID€R
UtI IT I.'ETGHT
(PCF)
7*
20
?s
28H
28H
z- a-t.a
2-23-94
2-?3-94
2-23-94
?-?3-94
u8
r21
500
500
000
6.05
5.99
5.99
28 .15
?8 .18
28. 18
4050
4210
4290
shear
shea r
con/shear
DE5I6I{ STRINGTH 45OO PSI @ 28 DAYS
TESTS 8Y TASORAIORY PERSOI{I{EL ARE III ACCOROAIICE !IITH APPLICAELE ASTIl METHODS UIILESS OTHIRI.IISE IIOTED
SOI.IE I I{FORHAT IOIiI OF TEST REPORT I'IAY 8E PROVIDEO 8Y OTHERS
REI4ARKS: l% non chloride accelerater added to mix-* Field Cure test cylinder was placed in area where concrete was placed (stair core A1 at elev.)
for 48 hours -
CoPIES: R.A. llel son & Associates, Inc
Town of Vai I ; Uestern llobi le;
J V A, lnc.; Gvrattmey Pratt Schultz Carolyn Adarns Eobby J. HaYs
FIELO OESERVER APPROVIO BY
as a m!tu!l protcction to cliint3. !h. publlc
cllents. .nd aqthot-l:!tlo|r for oublic.tion or
pcnding our rriltt.n approv.l - S.rple5 Fl l l b!
A member 6f th. !J! group of coop.hi€s
.nd ourselvci, al l .cportt
5t!t.m.nt3. conclusions ror
d i 3pored of !ftcr t.sting
ar€ ssbDltted !3 the confldiential prop'rty ot
ext|.acts lrom or rcaarding oqr r.portg i3 reg'rv'o
ii cohDl.t.d unl.33 other arr.ngqn nt3 lgre€q to
Form tlo, CMel r3A 6/91
d*I'%S FEB 19e4
:r" ,m-gCIg .$
fu ini;irrecrenc *
Q,rr.rri*
CHEN.NORTHERN, INC.
COITSULTI]IG ENGINEERS A}ID SCIENTTsTs
REPORT OF CONCRETE TEST CYLINDER DATA
T0: llECIl Enterpri ses JoB t{0. 4 t/B 93-3 0ATE: r-28-94Attn: Eustaqui o Cort ina
P.0. 8ox 3149 SHEET I 0F IYail, C0 81658-3149
PR0JECT: Liftslde Euilding, east of Uesthaven Drive and Uestin llotel , South Frontage Road l,lest, Vail. Colo.
PLACEI'|EI|T L0CATIO|{: Slab at Unit C-52
EATCH TICKET I]{FORIIIATIOII
TRUCK ilo. 150
TIl,tE BATCHE0T 9: ?8
TICKET I0. 01119
TII{E ARRIV€0: 9:55 T IHE
SIJPPLIER: Yestern llobi I e
lrrx DEs16l{ l{0. 84000
PLACED: 10:10 CU.YD.I0AD/ACCIll: 7llal?B!
FIELD IESTII{G Il{FoRtlATlol{ SAIIPLE TEIIP: 64"F AIR TEttP: 3OoF
TII'IE TEST TAKEII: 10:22 SLUttP: 5 3/4 ttt. AIR C0t{lEttT: 5.61 UtT UlttT tttI6HT: 136.0
JOB SPECIFICAIIO S: SLUI'IP: Ilt. AIR C0l{TEllT: I ttATER ADDED AT SITE 6GAt.
CYL II{DER IIIFORI,IAT]OT{
f{0. 0F CYLII{DERS: 7 CYLIII0ER SIZE: 6"x 12' TIl,lE CYLIT{DERS CAST: l0;32 UHERE CAST: 0n-Site
CURII{6 II{FORiiATIOI{
llllIIAL CURE: 24 hours on-Site
DATE RECEIVE0 AT LAB: L-29-94
FIELD ST0RAGE FACILITIES: heated trailer
BY; C.A.l.{It{/r{Ax
AGE
DAYS
DATE
TESTEO
TOTAL LOAO
(tBs)
DIAI,IETER
( lrlcHEs)
AR EA
(sQ I1{)
cot{P. sTR.
(PSl )
TYPE OF
FRACTURE
CYL I IIt|ER
I.'E I6HT
(LBs)
CYL II{DER
Ut{IT UEIGHT
( PCF)
7
7
z8
Z8
28H
?8H
?-4-94
?-4-94
2-4-94
2-25-94
2-25-94
2-?5-94
z-25-94
9l ,500
92 ,500
94.000
6.08
6.00
6.03
?9. 03
?o .?7
28. 55
3150
3?7 0
3290
snear
s neal r
shear
OESTGI{ STREIIGTH 4OOO PsI @ 28 OAYS
TESTS BY LASORATORY PERSOI{I{EL ARE iI{ ACC()ROAI{CE 1.'ITH APPLICABLE ASTH IIETHODS UI{LES5 OTHERI{ISE I{OTED
SOME I I{ FORT1AT I OI.I OF TESI REPORT I,IAY 8E PROVIDTD 8Y OTHERS
Rtf,lARKS: lX non chloride accererater added to this mix. Sannle obtained
fron mi xer truck discharge.
Field cure cylinder near stair core south and west of unit C-52.
COPIES: R.A. l{elson & Associates, Inc
Town of Vail; llestern f.lobile;
J V A, lnc.; Gwattmey Pratt Schultz Carolyn Adams Bobby J. Hays
FI€LD OBSERVER APPROVED BY
A5 r mutu.l protectlon to cllerts, thc publlc end osriclv.r, !ll rrport!
clients, cnd .uthoriE.tion for pdbllc.tior of statafi.nts. Conclusiors oFpcndlhg o'.rr wrlttcn .pprov.l. Sahple3 eill bc dl3po3cd of Itt€!. t.stlng
A ncmber ot th€ E!! group of companlei
ar. iubft{tted a3 the confldi€ntl.l prop.rty ot
attracti from or rega.ding our iagort3 lt re3€rv€ola completcd unlcai oilrer arr.ngGn.lts !grc!.| to
Form No. cMEll3A 5/9r
r'r''%i tEe ''.s*o e
[" mwn-,$CHEN-NORTHERN, INC.
COI{SULIIiIG E]{GII{€ERS AilO SCI€ITIST5
REPORT OF CONCBFTE TEST CYL|NDER DATA
T0: ilECll
Attn
P.0.
Vai I
PROJECT:
Enterprl ses
Eustaqui o Corti na
8ox 3149
c0 8r6s8-3149
Liftside Bui 1din9,
J08 ilo.4 178 93-3 DAT€: l-31-94
SHEET I OF I
Frontage Road l,test, Vai Iof Uesthaven Drive and tfesti n llotel , South Col o.
PLACETIEI{T LOCATIOI{ :Footlng pads at grld lines 0 & P.6.
EATCH TICKEI I IIFORIiIAT I OII
TRUCK ilo. 16lIIll€ EATCHED: l:05
TICKET 1t0. 0llr34
TII'IE ARRIVE0: l:20 T II4E
SUPPL IER: trestern Hobi I e
MIX DE5t6t{ l{0. #39
PLACEO: 1:54 CU. Y0.L0A0/ACC[${:
SL UIIP
SLt l.lP
SA}IPLE TEI,IP:
AIR C0]{TtllT: 6.2X
AIR COi{TEI{T: X
FIELD TESTII,|6 I I{FORI.IAT I OI{
TIilE IEST TAKEil: 2104
JO8 SPECI FTCATIOIIS:
4 lfl.
I tl.
56'F AIR TEIIP: 5 'F
UET UIIIT llElGHT: 135.2
I'ATER ADOED AT SITE GAL.
CYL IIIDER II{FORI,IATIOI{
t{0. 0F CYIIIIDERS: 7 CYLII{DER sIZE: 6"r tz" Ttf,tt cyLIflD€RS CAST: IHIRE cAsT: On-site
CURIttc I IIFORIIAT IOI{
II{ITIAL CURE: 24 hours On-Site
DATE RECEIVED AT LAB: 2-2-94
FIEL0 ST0RAGE FACILITI€S: heated trailerBY: F. P. llIl{/l,lAx
A6E
OAYS
DATE
TESTEO
IOTAL LOAD
( LBs)
DIAIlETER
( I]{CHES )
AREA
(sq lN)
c0f1P . sTR.,0(rr TYPE OF
FRACTURE
CYL IIIDER
YE IGHT
(LBs )
CYL IIIOER
UI{IT 1.'ET6HT
( PcF)
FC7
28
28
2SH
28H
z-7-94
2-7-94
2-7-94
?-28-94
z-?8-94
z-?8-94
2-28-94
107 ,500
102,000
107.000
6.07
6. 05
6. 08
28 .94
28.75
29.03
3710
3550
3 690
shear
shear
shea r
DES 16I{ STREI{CTH 45OO PSI O 28 DAY5
TESTS BY LABORATORY PERSOT{I{EL ARE II{ ACCORDAIICE !'IIH APPIICAELE ASTII METHOOS UIILESS OTHERVISE I.|OTEO
SOI.{E I FONilAT IOI{ OF TEST REPORI HAY BE PROVIDEO 8Y OTHTRS
RE},IARKS:lX non chloride accelerater added to mix-
Field cure cylinder placed with concrete on site.
COPIE5: R.A. l{el son & Assoclates, lnc
Town of VaiI; llestern llobile;
J V A, Inc.; Gwatlmey Pratt Schultz Carol yn Adams Eobby J. Hays
FIELD OBSERVER APPROVED 8Y
A3 r nutuil prot.ctlon to cllcnt3, thc publiccllent3, .nd ruthorlz.tlon for Dubllcation of
F€ndinE our written approv.l. Ss|npl.3 riill beir l{rl t I hg.
A nenbcr of th€ HIH grolp of conpanl.3
.nd orrrscl v.r, .ll r€portt
strtenr.nts, Conclurioo3 ot
dl iposld of rft.r t.sting
dre submitted ai th€ confidicnti.l ProP.rty of
.xtr!ct3 frd or f.grrdlnE our raportl ls r.s.Fv.ali3 cohpleL.d unless othc|. rri'.nEdi.ntt rgr.ed to
Form No, CMEll3A 6/91
CHEN-NORTHERN, rNc.
collsuLr llc EltGmEEts AXD SCIEI{TISTS
REPORT OF STRUCTURAL STEEI,
4:'1-h
To: llEcti Enrerprises JoB lto. 4 1Zg 9j 3 oATE: l-19-94.Attn! Eustaquio Cottin€
P,0. Box 3149
vait c{, 81659-3149 DArry REpoRT IO. 34 SHEET | 0f I
PR0JECI: Liftside Buitding, South Frontag€ Road, Vait, Colorado
Due to the construction accident on saturday January 15. 1994t the.e Hae not anything for m tocheck.
Jeff, xith R.A.I., forgot they had nre scheduted fop insp€ction today ard did not cancet flv visit.
coPt Es
R.A. iletson & Asso, - Attn: Rick Agate
J.V.A. lnc.
0lrathrFy Pratt Schuttz
To}|n of Vail -. Attn: dan Stanek
DaFrel I Hr,ss
FIELD OBSERVER
Fred Cd|eron
APPRWED 8Y
Aa r ruturl piotactlon to cll.nt3' th. publlc rnd our.alvri, .ll r.porti !r. subnltt.d 13 th. contldantl.l prop.rty ot our cll.ntr, rrdauthorlrrtlot lor Publlcatton ol ttatam.nt. Cor|clualoha or axtr.rctr trofi or ralrrdlng ou|. rcportr Ir rararvad paodlnt orrrrltSan rppr.ov.l,Sal'pl.i wlll ba dlapo3.d ol rtt.r t..tln9 Ir cor platad unl..t oth.r arrrngeorintr .F. .gr...d to lr |.rltlng.A D.rb.r ot tha !!! Itoup of col|prn{.i - rm. r|o. c*to ./rl
CHEN-NORTHERN, INC.
COIISULT I IIG EXGIIIEERS AIID SCIEIITTSTS
REPORT OF STRUCTURAL STEEIJ
T0: ECll Enterprises JOB lto, 4 lZ8 93 j DAIE: 1-28-94Attn: Eustaquio Cottina
P.O. Box 3149vait co 81659-3149 DAtLy REpORt xo_ 55 sltEET I or 2
PROJECT: Liftside Buitding, South Frontage Road. Vail, Col.orado
The shear studs HeFe acowtiealty tested betr,een Grid Lines F-s and 21.5-31 at etevation 80, -ort/Bs, -3". The strds r|hen struck sith a hamer sere found to be acceptable except trelve stqds betreenGrid Lines 22-23 ard a-R' rhese studs bnoke loose vhen hit iritl a hannier- several sheets ofdecking rere not button trmched at the side laps.
Ihe high strength botts and fittet setds rere visuaity observed at the 90'-6r - grr -g'tr level andtorer roof connections betHeen Grid Lines F-R and 22-3i1. Att of the f i et Helds uere found to beacceptable. The bolts Here found to be acceptable except the roof comection at s-27. Al.l of theboits xere fourd loose-
lhe three cotifrr to colttrn cornections that Here rejected during our visit m l-4-94 have beenrepaired- These connections _Here nagnetic partiete tested and aie acceptabte. fhe shear studsnetat deck side lape and bolts that are nbted above Here corrected drring our visit and areacceptable.
PROGRESS REPORT U.tl-F. Has being placed Hhen t left the site. Terperature at 8:00 All Has 5 degrees.
@PIES
R.A. Ielson & A$60. - Attn: Rick Agate
J.V.A. Inc-
Grathmey Pratt Schultz
Torfln of Vail : Attn: Dan Stanek
Darrell Huss
FTELD OSSERIIER
Fred Cameron
IPPRO'ED BY
A3 t tt{turl Frot.ctlon to cllant!, tha Fubllc and our3.lv.3, rll r.portr rr. ,ub|!ttt.d .. th. crntldantl.l property oi ott|. cll.nti, .rd
:!!l9l!.-.1! gr-!"f.p!bl I crt I on o.t ttrt.n nt. Concl!.lor. or.rtracti tio||| or r.grrd{rg our r.port. J3 r...r.v.d p.n.ltng o.rr rrf tt.n .pprcval.stnlpl.s wlll b. dl.lpolad ot attar t.ttlng 13 coaipl.trd url.3i oth.r arraagrnrintr ar:r agrec'd to In wrltt|rg. -
A lEhlrr ot th. E!! group ot conFrnl.t
d*'T'%l'" r r-- =.j"if- r[B rggq *ts
."' a.c;;:':::,..Y ,T( "roiri*q."g
r-llflflS rnFF lion:!ni.:
or-f firsl f!,rnec"t
,r*fa Eritla{t
msrsoilIc Rlgor!
np-.l-sr--L
FI, rL-.:tr3ZLS-M.u 6tnz4-wb-J3frf--.*xFre-.gaa$Prr
ffiU<
rE!illffFqrW
tL'[ fua*rd.tr Sg tEE!*qgc'ttp++@
l'.t ':
CHEN-NORTHERN, INC.
cotsuLTlilG El|ct ltEERs AttD sctElrtsls
REPORT OF CONSTRUCTION ACTTVITY
TO: l'lEcil Enterprises JoB [O. 4 i7A 93 3 DATE: l-28-94Attn: Eustaquio Cort i na
P.O. Box 3149
Vait co 81659-5149 DAtLy REPORT ltO. 35A srEEr i oF z
PROJ€CT: tiftside Buitding. south Frontage Road, Vail,, Cotorado
l,le observed an area of fractured bedrock on ! Line b€tHeen tl and 14 tines ard sItall aress forfooting pads at grid lines 14 ad 17 and o and P lines. Thesr areas were exposed ard cl eaned offines and gravel in prepsration for ptacing 4500 psi conct ete as teveLing courses,
PROGRESS REPORI
coPtEs
R.A. [elson & Asso. - Attn: Rick Agate
J.V.A. lnc.
GHathrney Pratt Schultz
Tom of Vai[ -. Attn: dan Stanek
Carotyn Adams
IIELD OBSERVEN
Fred Camron
APPROVED IY
At a mutull Protactlon to cll.nt3, th. p.rbllc rDd orFralv.i, .ll r.Fort3 ara .u!mltt..l .3 tha confld.ntl.l pilt.rty of grr cllant., rndauthorlr.tlon tor_ -Publ lcatl-on ot atrtdtnt. Concl||tlon3 oF artrrcti tro6 or. tagrrdl[9 our r.portr lr r.rarvrd pandlng orar ||rlttaD apptovrl.srDpl.5 rlll b. dl-aForad of rft.r t..tlng ts cqBFlat.d snl.rs oth.r arrangfirintr rr1 agrrcd to ln trrltln0.A ' fDb.P ot th. !!q group of eoop.rl.3 tEF. cter.^t
i*:
CHEN-NORTHERN, INC.
cot{sullr}lG E}t6tt{EERs axo sctE ?IsTs
REPORT OF FIELD NUCLEAR DENSITY TESTING
Ai a mltu.l piot.ctlon to cllanti, tha publtc .nd our:.lv.t, all r.por.t3 .r. .ubnrltt.d .i th. conlldantlal proparty ot ouF cll.ntr,
rnd arthorl2atlon tor p{bllcrtlol of rtatarnant, cohclurlont or artractt tro.| or. r.glrdlng oqr FapoFtr lr r.toFvad pandlng our |'rltlanrppr.ovrl. S.trpl.3 illl b. d{rpot.d ot.ft.r taitlng 1r conFl.trd {nla$ oth.r.rranpCn ntt.r. rgr..d to l|| wrftlDg,
A ndrb.F ot tha !!! gro||p of codp.nl.3
T0: l4E0ll Enterpri ses JOB l{0. 4 178 93-3 DATE: l-A8-94Attn: Eustaquio Corti na
P.0. 8ox 3149Vail, C0 816s8-3149 0AltY REP0RT N0. 35A SHttT Z 0F ?
PR0JECT: Liftside Building, East of lresthaven Drive and l{esti n Hotel , South Frontage Road llest, Vail, Colorado.
SPECIFICATIOI{ COT.IPACTION & }'IATER IALtll ll,lull REQUIRED Ii|-PLACE DEI{SITY: 95X AS DETERl.llllED BY: ASTltl D-698
C0I{STRUCTI0I{ C0IITRACToR: Stan lliller, Inc. TEST LoCATI0IIS VERE SEIECTE0 BY: Chen-llorthern
TYPE All0 l{Ul,l8ER 0F EARTH M0VIIG Ul{lTS: Trackhoe
TYPE AND l{Ul{BER 0F COilPACTl0l{ UlllTS: Bonag Vibratory Sheepsfoot THICKTIESS 0F LIFT:
i,|ETHOD 0F ADDIT{G M0ISTURE: l{Ul.lBER 0F PASSES: not observed
T
I0.
LOCATIOTI
OTPTH OR
ELEVATIOII
(FEET)
-
TABORATO&Y I FITLD
PERCEI{T
(REtATI VEl
llAX I MUl.l )
08TAIt{t0
SOIL TYPE
ITTAXIMUtI
DRY
OEIISITY
(pcf )
OPTII.IUI,I
I,IO I STURE
c0lrTEt{T
tr)
ORY
DEI{5I IY
(PCF)
K}ISTURE
c0t{TEl{T
(r)
9
t0
l0' South of Ual I
at Li ne (tdest of
S Pool ) !l
3' South of lJal I
at Line {l,est of
S Pool ) l,
Approx,
55'Elev.
Approx.
55' E lev.
135.9
135.9
7.2
7.2
94.6
97.4
l1 .4
12 .3
70
72
xel l graded gravel
Hlth sand
well graded gravel
with sand
FULL TII,IE OSSERVATIOII X PART TI}II OESTRVATIOI{THls RE-6ii-pREsEl{'ts oplNlois FonHED As A REsuLt oF oun otEEiflrtous oF rtLL plAcEr.rg]rr. l{E }rAvE RELTED oH tBE eoNtR ctoR locot{ll uE TPPLYING IHE nEcorflEflDa) CO.IPACTIVE EFFOnT AND T,x)ISTURE tO FILL Ot Rtllc THE ll}lEs lJtlEll Oun oBSElvEn IS NOt OBSEn|I}{6OPERATIONS.
'ESTs
AR€ MADE OF THE FILL ONLY AS EELIEYEO IIECESSARY TO CALISRATE OUN OSSSRV€N'S JUD6EI{€NT. TEST DATA ANE TOT
rrc soLE BASTS FOR Opt IOHS Oat lJltETHEn THE Ftlt- !,iEgTS sFECtFICATtOfiS.
THE ]{UCLEAR DEI{SOI,IETER ITIETHOD OF TESTII{G UAs USED II{ SUESTAI{TIAL ACCORDAI{CE I.'ITH AST}I 02992 AI{O O3OI7.
PRELII,IIIIARY oBSERVAIIONS AI{D/0R TEST RESUTTS VERBALLY REP0RTE0 T0: Dave S, R. A. llelson
PR0GRESS REPORT: First density test taken at approxirrately top of pea gravel and 6 foot of backfill.
Haterial appeared to be frozen. Contractor indiGated frozen naterial vould be removed,
COPIE5: R.A. llel son & Associates, Inc.
J V A, Inc.
Town of vni I
owatlmey Pratt Schul tz Carolp Adans Fred R. Carnron
FIELO OBSERYER APPROVED BY
r55 iF- 'dott'"'o'u^
Ii Frts 1ee4
t.l f!'..'rii13Y\{. pFATr rcHr-sJz
\i, ARctitrEc?$P.aJ.Aaslgu
ZERO Ati votD cuivE8
SPEC|FIC ) A6GRAVfi
SPECIFIC ,76
GRAVTTY
3ffi,?[S = 2'60
150
1/3 5
It 140
()
o-
I
A iss
zttl
c]
EO 130
123
120
115 0 5 10 15
MOISTUFIE CONTENT - PERCENT OF DBY WEIGHT
LOCATION:Liftside MOISTURE-DENStTY
RELATIONSHIPS
SoL DESCRrprroN: well graded gravel wilh gqqd Chen€Northerq!ru
t,rAx. DRy DENSny: l35.9pcr Opr. rrosT. cot{rENT , 7 -2 %pRocEDURE, ASTM D698-91 Method C
LOUro L[dtT :PLASTICITY I'TDEX :NP JoBNo.: 4178 93 3 I rc-t'to.
DArE: l-28-94 | 2 iGRAVEL : 53 1 SAr.rD : 42 "; S|LT AND CLAY (-?OO) : 5 %
d::r"%,,!i FE8 1994 Htl . -.-ir, ::
,", fi*,toddo Skf*:;btQ.'ttC
CHEN-NORTHERN, INC.
OOIISUL'II{G ENGII{EENS AXD SCTE TISTS
REPORT OF FIELD NUCLEAR DENSITY TESTING
I0: l,lE0ll Enterprises JOB [0. 4 178 93-3 DATE: 1-31-94Attn: Eustaquio Cortina
P.0. Box 3149Vail, C0 81658-3149 DAILY REP0RT ilo. 36 SHEET i 0F I
PROJECT: Liftside Buiiding, East of tlesthaven Drive and ltestin ltotel , South Frontage Road llest, Vail, Colorado.
SPECIFICATIOI{ COI.,IPACTiOII & HATERIAL
ltlxll,tuH REQUIRED II:PLACE oEl{SITy: 951 AS 0ErER$rilED By: ASTti 0-698
CONSTRUCTIOi{ C0I{TRACT0R: Stan ililler, Inc. TEST LOCATIONS UERE SELECTED BY: Chen-Northern
TYPE AND NUIiIBER 0F EARTH tl0Vll{6 UI{ITS: Trackhoe, backhoe
TYPE AllD l{Ul{8ER 0F CO}IPACTI0I{ UllITS: Eomag THTCKNESS 0F LIFT: 12-18"
METH0D 0F ADDII{6 M0ISTWE: llUl.tBER 0F PASSES: not observed
rEST
t{0.
LOCATIOI{
OEPTH OR
ELEVATIOII
(FEET)
LABORATORL I FI :LD
PERCEIiT
( RELAIIVE/
r,rAx Ilrull)
OBTAI I{ED
SOIL TYPE
ttAJ( I f,tuil
DRY
OEIISI TY
(pcf)
0PT 1l'run
I,IOISTURE
c0 TEt{T
DRY
DEIIS I TY
(PcF)
IiIO I STURE
c0t{TE1{T
(r)
1l
ItA
8' South of Yal I
on Li ne
Retest of llo. ll
6' below
57'10"135,9
I35. 9
7 .2
7.2
99.7
102.7
8.0
8.7
73
76
well graded gravel
with sand
FUIT TII.IE OBSERVATIOII X PART TII{E OB5ERVATIOI{tHts iEpoRT pR€sE[ts optfrro]rs FonMED As A nEsuLi oF ouR o-sEFvATIods oF FrLL FLAcEl.'Er{T. L,E HAVE RETIED o rHE cofltnAcroR to
COT{TI}IUE APPLYII{G TH€ R€CO'.I€IIOEO Cg.IPACTIVE EFFORT A}ID ibTSIUR€ IO FILL DUNI'i6 THE TI}IES YHEN OUR OESERVER t5 NOT OBSERVIT{GOPERATTOT{S. TESTS ANE AO€ OF
'HE
FILL OI{LY AS EELIEVED I{ECESSANY TO CALIANATE OUI OBSENVER'S JUDGE}ITTT. TES' DATA ANE i|(}I
THE SOLE IASIS FOR OPIr{IOXS At UHETIIER IHE FILL MEETS SP€CTFICATIOHS.
THE ]{I'CLEAR DEIISOI.TETER }IETHOD OF TESTII{6 VAS USED III SUBSTAI{TIAL ACCORDANCE UITH ASTM 02992 AI{D 03017.
PRELIIIIIIARY OBSERVATIOIIS 4il0/0R TEST RESULTS VERBALLY REPORTED T0: Kery with S!,ll and Dave S. with R. A. llelsor
PR0GRESS REP0RT: Contractor renoved a lift of frozen backfill material and reconpacted the material left. This
naterial also appears to be frozen. (Temps of -10 degrees last night.) Backfill was covered with concreted
blankets in an attsnpt to prevent frost,
COPIES: R.A. llelson & Assoclates, Inc.;
J V A, lnc,; 6wattmey Pratt Schultz;
Town of Vail;
Carolyn Adams Fred R. Cannron
FIELD OBSERVER APPROVED BY
Ar t nutual protactlon to cIl.ntr, the publlc lnal our3alvar. rll raportr.nd luthorlzatlon lor publ{catlon of rtrt.rnant, conclurlort ot artracti.pprov.l. S.mpl.. v.lll b. dltpo...l ot .tt.r t.3tlng l. conFlat.d t|nl.r3A m.hb.r of thr E!! Er'oup of coltprnl.3
.r-. rubnltt.d .i th. contld.ntl!l prop.rty ot o{r cll.ntrl
troo| or r.g.rdlng osr raPorta {l rat.rv.d pandlnt our l.r'ltt.noth.r lrr..rgamantt ara rgraad to ln rltlng.
,.
CHEN-NORTHERN, INC.
CO}ISULT I IIG EI{GIXEERS AIID SCIEIITISTS
REPORT OF STRUCTURAL STEEL
T0: llE$l Enterprises JOB XO. 4 l7B 9J 3 DA!E: ?-1-94Attn: Eustaquio Cortina
P.O. Box 5149
Vaii co 816,59-3149 DAtLy REpoRT no, 3Z SHEET 1 oF a
PROJECT: liftside Buitding, south Frontage Road, VEil, Cotorado
Te0perature at 8:00 All - zero
The shear studs vere acoustically tested at the toft Levet 90, 6.t 195.9{ betueen grid llnes t-R ard
21,5 - 30 and the secord flooh terrct 48r 6t'153.9t betreen gfid lines AA-o ard 13 - 21.5. [one of
the studs faited xhen hit t ith a hanrner ard are acceptabte. sdne of the netal. deck side lapc rere
not button Flnchd. The high strength botts eere visually observed on the loe roof level 10t'0rl
betreen grid [ines c-t ard 21-f,1. Al.l of the botts Here foud to be acceptable but several of the
beans at approximately C-29 Hitl have to be remved and reptacd dle to the construction accident.
The shear tab filtet relds and high strength botts Here usuglty observed on thr second level
48' 6.tf53r9t b€tHeen grid tines 13121.5 and AA-O. Alt of the botts and lreLds rere fourd to b€
see the attached
acceptabte.
The noment corinect i ons at the fifth floor
-q.S. report.
level 80totr rrere ultfasonicatty tested.
PRoGRESS REPonT The decking creH ard Dave Hith R. A. llelson rere infornred of rry observation.
COP I ES
R.A. lletson & Asdo. - Attn: Rick Agate
J.V.A. Inc.
Grathmey Pratt Schultz
ToHn of Vail . Attn: Dan Stanek
Darfel I lluss
FIETD OSSERVER
Fred Cdmron
APPROI'ED BY
A3 a hutuol pFotactlon to cll.nti, th. Fubllc.rd oitr3.lvaar .ll r.port3 .r. 3ubrltt.d r3 tha confld.ntlsl prop.rty ol o|,r cll.ntr, andauthorlz|rtlon foF publlcatlon ot stat |.nt. Conclutlon3 or ettrrctt troor o|. ragardlng our raporta lt iatarvad pandlnt our l.rlttan appr.ovrl.slrllPla3 trlll b. dlrpor.d ot aft.r t.ttlng l. conpl.ted unlara oth.r rrr.ng.rrntr ri. rgr..d to Ir rrltlng.A rq|lb.r ot th. tsl! gFoup of Co prnl.t .hm..rrr ./!l
d*["'\[: FIE 1994 A'{f -'iirf *r.. Fi.:. r..;aiiJllil Ar-.t
V. rccr,riJficP.c. -f/\Q*rrreDz
@.8F4(frve9 Ea.qPFr
r lErDril
,tqr_tl ^915 WIIFIIFFI
?t"r|lEE f,Hill
taot qFft
ffsgsgffit to
llrl - pab,4 a:o1f7. tw
\trl1l+t rrrtlarap-lf-so-Jese6
.ril,l{rl fff,o8wl:Il
df^+1?a if :t! q:-lr:?r:in. q
{
o
A3 a mutu.l protactlotr to cll.nt.r th. publlc rnd our3.lv.i, rll Eportr .r. rubnltt.d ai th. cot|tld.rtlrl prop.rty ot our cll.nt.l
atral althorlt.tlon tor publlcrtlon of atlt.nantr conclu3loh3 or extrrct3 trom or ragArdlng our. rrpor.ti l3 rararvad pandlnt our || lttan
lPProvll. SdDpl.s wlll b. dltpo3.d ot .ftcr t.ttlrg lr coo|Pl.t.d unl.33 oth.i.rra:Dga|||.n-tr ar. igF..d to ln wrltlng.A r|.|l|Dcr of th. ts!! gFoup ot corp6hl.3
REPORT
CHEN-NORTHERN, INC. J
COI{SULTII{G EI{GITEERS AilD SCI!}ITISTS I
OF FIELD NUCLEAR DENSITY TESTING
:. iz
T0: ECM Enterprises JoB 0. 4 1Zg 93-J DATE: ?-l-94Attn: Eustaqui o Cort i na
P .0. Box 3149Vall, C0 81658-3149 DAILY RtpORT t{0. s7A SHEET I OF 2
PR0JECT: Liftside Building, East of ldesthaven Drive and Vestin Hotel , South Frontage Road Vest, Vail, Gol orado.
SPTCJFICATIO}I COiIPACTIOT{ & I'IATER IAL
l,lIt{IMUll REQUIRED II|-PIACE DEI{SITY: 951 AS DETERT'|II{EO BY: ASTi{ 0-698
CO|{STRUCTIOII CONTRACT0R: Stan lliller, lnc. TEST LOCATI0NS UERE SELECTED BY: Chen- orthern
TYPE AtlD t{Ul.|8ER 0F EARTH }loVI l{G UI{ITS: Trackhoe
TYPE ANO IIUMBER 0F C0|'IPACT l0tt UlllTS: Bornao
I1ETHOD OF ADDI116 TIOISTURE:
IHICKIiESS 0F LIFT: 1e-18'
t{UllBER 0F PASSES: as reoui red
tL) |
t{0.
LocATt0t{
DEPTH OR
ELEVAT I OI{
(FEET )
rI
Ltot
c0ltTEltT
{x}
PERCE}IT
(RELAT I VEl
t'tN(Ifiur1)
()BTAI I{EO
SOII TYPE
lrAxItlutl
ORY
DEI,ISITY
(pcf )
0PTil.tul.t
r.r0I sTuRt
c0t{TEilT
([)
t)RY
DEI{SlTY
(PCF )
12 Corner formed by
walls on Lines
wand9
6'belox
57'10',135 .9 7.?99. ?Ll It
well graded gravel
uith sand
FULL TITIE OBSERVATIOI{ X PART TII.IE OBSERVATIOI{
THts REF6T-PRESE ts oPrxtot{s Font4Eo As A REsuLT oF oun oISi-nvrrtoxs oF FILL prlcEr€Nr. v6 HAVE RELTEo ofr rHe co}trRAcloR ToCOIIINUE APPLYTNC'IHE BECO'I,IENDED COT,IPACIIVE EFFORT AIID IDISTURE TO FILL I)I,RING THE TIHES UHEI OUR OBSERVER tS NOT OSSERV]I{GOPERA?IONS, IESIS ARE I.I]TDE OF THE FILL o}ILY As EELtEvEo I{EcEssAnY To CALISnA'E oUR oBsEnYERIs .,uDGE}IEI{T. TEST DATA An€ l{oT
T'{€ SOLE SASIS FON OPIHIOI{S OI{ IJHSTHEN TH€ FTLL HEETS SPECTFICAITOI{S.
THE TIIJCLEAR OEIISOI,IETTR IIETHOD OF TESTII{6 I{AS USED IN SUBSTAI{T IAL ACCORDAIICE }'ITH ASTI,I 02992 AIID 03017.
PRELIMII{ARY OBSERVATIOIIS AIID/OR TEST RESULTS VERBALLY REPORTED TO:
PROGRESS REPORT:See attached report.
C0PIES: R.A. l{elson & Associates, Inc.t
J V A, Inc.; Gwatlmey Pratt Schultzl
Town of Vail;
Carolp Adams Fred R, Carneron
FIELD OBSERVER APPROVED BY
t, \
CHEN.NORTHERN, INC.
coxsuLTllt6 EilGtIEERS Al{D SCtEIT ISTS
REPORT OF CONSTRUCTION ACTTVITIES
TO: l{Ecfi Enterprises
Attn: Eustaoui o Coftina
P.o. Box 3149
Vai t co 81659-3149
PROJECT: Liftside Bui tding,
JoB lto. 4 178 93 3
DAILY REPOR' XO. 37A
Col,orado
DATE:?-1-96
SIIEET Z OF Z
South Frontage Road, Vai t
ge fetested gn area in the corner foflned by Hatl.s on lines 9 ard ll, Ihis area had been tested ontrro Previous visits and tests h6d faited due to frost in materiat. Contrsctor attefipted to thaH
?l9a but tests today irdicated material eas stil,l frozen. Dave schreiner accepted this 15 to t8xIift of on'site nsterial on top of pca gravet (beddi ng for perineter drain). idditionat lifts ofratL bockfilt naterial ritt be E very rocly irported noteiiaL rith very fel, firus (they cal itdredge). (Ton Alten approvd. )
severat tittt of the above npnt i ond irport naterial uere placed over rater line exterdi ng from thehydrant at se3t erd of rall on Z-9 line to latl on R Iine and approximately p.2 Line. A Booag sssused to corPact backtitt materiat. Haterial contains too m|ch riik to test r.ith rucLear densometer.
It app€ared that adequate colpactive effort tas 6ppt i ed to tatcr tine backfitt.
PROGRESS REPORT
coPtEs
l.A. |lelson & Asso. - Attn: nick Agate
J,V.4. lnc.
GrathrEy Pratt Schuttr
Torn of Vsi[ - Attn: Dan Stanek
I Carolyn Adamg
rIELD OBSERVER
Fred camron
APPROT/ED 8Y
Ar I mutu.l prot.ctlon to cllants, th. Pultlc.nd o!tr!.Iva!, .ll r.portr |r..ubrltt.d.r th. contld.ntl.l proparty of otf clt.nt.', rrd
::1l?llr:!l?i.tor..publlcrtloD oJ ttrt.n nt. Concls3lon3 ot. .xtrrcts tro|tr or r.g.rdlhg o{r rrgortr li r.r.rv.d F.rdtng our rrltt.n rpprov.l.srnPl.t llfll bc dlrDor.d ot !tt.r t.stlrt 13 cofiplrt.d unl.rr oth.F arrangcnr:ntr rie agroei to In irlting. -
A n.lrbar of th. @ group of .o|||p.nl.r 'q F. crrliu e/r,
CNEN-NORTHERN, INC.
colslrll mc E]tG$,EEns AxD sctEtflsts
REPORT OF CONSTRUCTION ACTIVTTIES
T0! llEcll Enterprises JOg lto. 4 178 93 3 DATE: Z-Z-91Attn: Eustaqui o Cort ina
P.O. Box 3149vait @ 81659-3149 DAIII REPORT XO, 38 SHEET t OF I
PRoJECT: Littside Buitding, South Frontage Xoad, Vail, Colorado
9e Heie on site to observe ratt bactfil.l operation in corner area south and xest of ralls on linesl, ard 9. Fqrr lilts of lZ-18t' each rere ptaced drrfing tir e re rere on site. Haterial bei4g truckedin todaY aPpeafs to contain more rock and even less fines than originat trEteriat. Contractor
appeared to be apptying adequate cdqqact ive effort to Hal.t backfi naterial (backfitt up to 52,
10r' at 3:00 Ptl).
lfe atso tested concrete this norning ard picked up test cyt inders cast yesterday Q-1-94).
PROGRESS REPORT
COP I ES
R,A. Ietsofi & Asso. - Attn: Rick Agate
J.v.A. lnc,
GHathrFy Pratt Schuttz
Toun of Vait - Attn: Dan Stanek
Csrolyn AdarE
TIETD OBSERVER
Fred Cffiron
APPROVED BY
At . nrutu.l protcctlon to cllcntt, tha publlc lnd ourr.lv.r. rll r.po?t! ara 3ubiltt.d.r th. aontld.ntlrl Prop.rty of orr cll.ntr, r||d.uthorlzrtton tor publ'lc.tlon of ttata atrt. Conclurlon3 oa artr.rctr trom at. ragrrdlng our rapontr l. rar.rv.d FaBdlttg o$r Hrltian iF?rovrl.Slnrpl.t wtll b. dl3pot.d ot.ttrF t.ttlhg li co|npl.tcd uhl.ir oth.r .rFlrgqr.ntr ar..tr..d to In wrltJhg.A ft||r!.r of th. !!! gioup ot corFrnlat rd rb. arGrorr 6/tl
f''T''\
h'- ,ur ,*o .'*
e *mPh $s.f**idi:,,.J
Qoarrrze,
CHEN_NORTHERN, INC.
@[suLT mc EIGIIEERS AID SClEltTrSrs
REPORT OF STRUCTURAL STEEL
TOr llEctl Enteryrises JoB [o. 4 179 93 3 DATE! Z-j-94Atth: Eustaquio Cortin€
P.0. Box 3149
Vait cO 81659-3149 DAtLy REpoRT lto. 39 sltEET I ot 1
PiOJECT: Liftside Buitding, South Frontage Road, V6it, Cotofado
Tenp€rature at 1:00 PI - 18 degrees
The shear studs lrere acousticslly tested on the third floor Levet 591 Ont64l 5r' beti een grid Lines
1a-2e and AA-o' APProxitmtety 15X of the studs faited Hhen struch lrith a hanmer. severat did notpass the 15 degree bend test. llo lr.t{-f. had been plac€d at the tim of nry visit. the puddte rcldsrere found to b€ acceptabte but mny sheets had not been button Frnched.
Ihe 4325 bol.ts and filtet relds rere visually obaerved at the above tocation ard pere found to be
acceptable except one seld at q-12. The Betd did not met the 5/16rr thickness reqti rqmnt-
PROGRESS REPORT Dave sith R. A. llelson aid Bob eith the erection crel uere i nformed of rfly ob6eav6t i ons.
coPtEs
R.A. iletson & Asso. - Attn: Rick Agate
J.V.A. lnc.
cl,athmy Pratt Schut tz
Tovn of Vail - Attn: Dan Stanek
Damel I lluss
FIELD OtsSERVER
Fred Caneron
APPROVEO 8Y
A3 | nutual piotactlon to cll.ntr, th. Ft|bl|c rnd osrs.lv.J, .ll r.porti .r. sub ltt.d ri th. contld.ntlal prop.rty ot our cll.nt.. rnr
ruthorlz.tlon tor publlc.tlon ot 3t.t. .nt. Conclurlont or.xtrrcta from or r.g.rdlhg our r.portr lt rasarv.d p.ndlng our wrltt.n .Pprovr'1.
S.tlple3 wlll b. dlrFor.d of rftrr t.3tlng l* coorpl.t.d unl..r othar trr.ngdD.nti rr. !gr..d to In wrltlnE.A m.t'|bci ot th. !J! group ol cotnp.nl.t ron|o. cnor 6/tl
fr,'%
FEB 1994
q G'i::,.;.{r.!fi. FRtTrr;3;412 ;
V>-Lnsmctf p,c,"!
kerrrtg
CHEN-NORTHERN, TNC.
coilsutTtxc Eltct[EERs AID scr E TTSTS
REFORT OF CONSTRUCTION ACTIVTTY
lo: HECII Enterprises JoB [O. 4 178 93 3 DAIE: ?-3_94Attn: Eustaquio Cort ina
P.O. Bor( 3149
Vail ao 81659-3149 DAtLy REPORI xo. 59A sflEET I oF I
PRoJECT: Liftside Building, South Frontage Road, Vait, Colorado
Contractor pt lnned a 4 foot thick lift of iryort moterial to aid rrorkers eaterproofing srterior oflratt. This Iift r.s later dragged back out'and coqacted in in-spec thick l,ifts.
t4aterial used is rsmining rEre rocky in content than initial materiat.
PROGRESS REPOR,I
COPTES
R.A. l{etson & Asso. - Attn: Rick AgateJ.V.A. Inc.
Gr,ath|IEy Pratt Schuttz
ToHn of V6it - Attn: Dan Stanek
carotyn Ada[B
FI EI,"D OESERVER
Fred cameron
APPROVED BY
A. ! hutu.l prot.ctlor to cllantt, th. pulllc.nd ourt.lv.r, .ll reportr.r. 3ubolttad 13 ttr. cortld.ntlal prop.rly of oui ctlant3. rndruthorlzltlon for psbllcrtlon 9'f ltata|r|ant. Conclurlonr or.rtFrctt from or ragrFdfng o{r raportr It rar.r-vcal pandlng our Erltt.n rpptovrl.S.uipl.r rlll ba dJ.po3.d ot.tter tattlng 13 coripl.t.rt uhl.rr oth.r eFangrrnintr rir ogrrti to tn rrtttng. -
A nEmb.r ot th. !I! grou, of .o||rprnl.i rorr rF. cr*rq./'r
'CHEN-NORTHERN, rNC.
CONSUIII}IG EI'GIIIEERS AIID SCIEI{I TSTS
REPORT OF CONSTRUCTION ACTIVIIY
tO; ilECtrl Enterprises JOB [o. 4 179 93 3 DATE: ?-4-giAttn: EustaqJi o Cortina
P.O. Box 5149
Vait cO 81659-5149 DAtLy REpoRI [O_ 40 SHEET 1 0F .l
PRoJECT: Liftside Building, South Frontege Road, Vait, Cotorado
contnactor ptaced and corpacted a tift of rocky irport nateriat soutb ard rrest of corher for'tsd by7 a.d R l ines.
UaterProoflng and rigid insutation rere instatted m exterior of ralls on 9 ard g tines. UattbackfiLl can b€ p(aced at top of H6l,t.
Area Test of ratl on 4 line and south of xalt at approxinatety t tine has been teflted 6nd is being
heated to thar trozen material at footing gfade.
*tly one end d'4 toad of backfitl, materiat brought in as of nom today ard this lras not yet ptacd.
PROGRESS REPORT
coP I ES
R.A. letson & Asso. - Attn: Rick Agate
J.V.A. lnc.
GrsthrFy Pratt Schul tz
Iorn of Vait : Attn: Dan Stanek
Carolyn AdatF
rIELD OBSERVEF
Fred CanEron
APPRWED BY
A3 | [uturl p.ot.ctlon to cllrhti, th. publlc rnd ourt.lvrs, rlI rcFortr' .r. subnltt.d 13 tlr. contldcntlal Prop.rty ot our cll.nt3' rnd
authorltrtlon tor p{bllcttlon of 3ttt.|t nt. Concluslona or artr.ctr Irom or raglrdlnt osr report3 lt rcaarvad pandlhg oui rrlttar rFProvrl.Slmplat lll b. dltporod ol rft.r t..tlnt Ir coolPl.t.d unl.rr oth.r rrr.ng.n nt3.r..trr.d to ln wrltlng.
A rnetnb.t' ol thr lI! grouF ol corp.nl.r toi ro' Ercrctr./lrl
a
CHEN-NORIIH8RN, INC.
COilSULTIf,c EIIGIIEENS, AID SCIEIITT SIS
I
REPORT OF CONSTRUETION ACTIVTTY
T0: HECII Enterprises JOB lto. 4 128 93 3 DATE: Z-T-giAttn: Eustaquio Corti na
P.O. Box 3149vail CO 81659-3149 DAtty REFoRf [o. 4l SfiEEt I OF I
PRoJECT: Liftside Buitding, touth Frontagc Road, V6it, Colorado
since our tast visit the area Hest of 9 tine and sottth of l.l Line had been backfilted to anaPFroxihate eta'ation of 62.0 feet. Contractor had ptaced approxinetely 3 ptus tifts. Lre obGerv€dthe third tift b.ing placed ard co pectd.
hle alsP obseryed bottom of tented area rest of line 4. stitt frozen rmteriat ms being remved ardareas of bedrock lere shoring. This is the next area to be baclfilted,
PROGRESS REPORT
c@t Es
R-4, [etson & Asso. - Attn: Rick Agate
J.V.A. lnc.
GBathl'py Pratt Schultz
Tolrn of Vai I - Attn: D6n Stanek
carolyn ldams
FIEIO OSSERVER
Fred camron
APPNOVED BY
Ar a l||utuel p.ot.ctloF to cll.||t3, th. publlc lnd osrralv.r, .ll r.porti .r.3|,billttcd.3 th. coDtld.ntlal prop.rty ot ouF cll.nts' lrdauthorlzatloh foF publlc.tlor! of rtat.Font. Conclurlonr ot artrrct3 tro|n or fagrrdlng ouF r'aporta l3 r.rarvad pandl|tg off |.rlttan aFproval.st|npl.3 t.lll b. dlBpor.d ol r?t.i ta.tlng l5 cotipl.tad {nlarr oth.i .rrangcri.htr r|-. rgrrod to lr r.ltlnE.A D$b.r of th. !M gFoup of comFrnl.r rc r. (*rcr r,'r
d"i'%'s- FEB 1994 E|J-- -:,.' -: -..--r, rvd L ;''! '--:- i\)
[r,ifi#'e"'?qq"rrtd
d"i"%A- fEB 1994 Eu1 r' .:l,ir.rEY iJ
E lstrffi"9
CIIEN-NORTHERN, INC.
COISIJLI IIIG ETGII'EERS ATID SCIEIITISTS
REPORT OF STRUCTT]RAT STEEL
IO: fitEcl.l Enterpfises JoB ilO. 4 178 93 3 DATE: 2-8-94
Attn: Eustaqui o Cortina
P.o. Bor 5149
vail co 81659-3149 oAttY REpoRT ilo. 42 SHEET 1 0F I
PROJECI: Liftside Buitding, South Frmtag. Road, Vait, Colorado
Tffperature at 8:15 - 18 degrees.
The shear studs rere aeousticatly tested on the fdrrth ftoor level g9' 6ttl74'91' betceen grid limg
AA-o and 7-?2 except a smatl are6 betueen 7-6 rrd U-ll. The studs rere fornd to be acceptable rherl
struck trith a hamer, ApproritEtely one hatf of tbe deck (7-12 ard M-0) xas covered xith snotr ard
the Fddle relds and side lap could not be obeerued. lhe other hatf is acceptable. The flLlet
rrelds and A3?5 bol.ts rere visuslly observed at the sa.|E location as thc shear studs and e€re fotrd
to be acceptabte exc€pt me tl12 bcam at s-15.3. Ihe ets€d }las set to$ in the |.ett and urty tbe
bottdn hatt of the shear tab could be uetded.
Dave ard Bob reported that the out of spec ite|B from our last insp€ction have b€en corrected ard
He observed the shear studs on the east half r|.re ret€ted and found to be accePtable. lhe rrst
hatf ]|as covered Hith concrete and coutd mt b€ retested.
PROGRESS REPORI Davc rith R, .l. llelson ard Bob rith the erecti oNr ceeH eeie i nforaed of m'f observatio.ts.
c09tEs
R,A. Ielson & Asso. - Attn: Rlck Agate
J,V.A. lnc.
Gl,attumy Fratt Schut tz
Ioxn of Vait : Attn: Dsn Stan6k
Darr.t I lluss
FIETD OESERVER
fred camron
APPROVED BY
As a uiurl grot.ctton to cll.nt3, thr publ{c rhd oursrlv.r, tll rrpcri3 ir. 3utinltt.d at th. cqnald.ntJrl Drop.rty of osr cll.nt3' rnl
.uthorlzrtlon tor Fubllc.tlon ot atatarnant. Conclu.lon3 ot. .rtr.cti iron or rca$dlng our n pol.t3,13 r.3.-rv.d pandlrg ot|r. Yrltt.n .PProvrl
Sl|||plai rrlll b. dirpor.d of rftar taatlng lt conpl.t.d unl.rr othat rrr'.6gd rnt3 rr. .gr..C to tn l|'ttlng.
A m.Db.r ol th. !ll!! group ot conplni.3 nm ro. .Irot .,|'r
e
CHEN.NORTHERN, INC.
COIISULTIIIG EIIGIIIEERS A]{D SCI Et{T ISTS
REPORT OF CONCRETE TEST CYLINDER DAT
d"T-'b&'-s!i FEB 1es4 e
kswt'reoe4
T0: lrlECll Enterprises JOB i,10. 4 l7B 93-3 DATE: l-lt-94Attn: Eustaouio Corti na
P.0. Box 3149 SHEET I 0F I
vai 1, C0 81658-3149
PR0JECT: Liftside Building' east of VesthaveR Orive and llestin ftotel , South Frontage Road Uest, Vail, Co)o.
PLACEI,IEI{T LOCAT IOII :Slab for Unit C-41
EATCH TICKET IXFOR}IATIOI{
TRUCK ilo. 9l
flilE BATCiIED: 8:39
TICKET r{0. 0t098{
TIIIE ARRIVED: 8:50
SUPPLIER: llestern il,obl I e
f,tlx DEs 16r{ t{0. 8-4000
TIHE PLACEO: 9:00 CU.YD.LOAD/ACCUil: 7/14128
FIELD TESTIIIG I}IFORIIATIOI{ SAI,IPLE TE}IP: 58"F AIR TEilP: OOF
TIl,lE TEST TA(E : 9:26 SLUllP: 5.0 L AIR C0I{TEI{T: 4.92 UET UIIT \|EIGHT: 141.3
JoB sPEClFlcATIolls: sLUIP: It{. AIR c0ttTtt{T: x UATER AoDED AT SITE I0GAL.
CYI I'IDER I IIFORI.'AT I OI{
ll0. 0F CYIII{DERS: 6 CYLIIIDER SIZE: 6"x 12" TI}IE CYLII{DERS CAST: 9:36 I{HERE CAST: 0n-Slte
CinIM IilFORI,IATIOII
IilITIAL CURE: 24 hours 0n-Site
IIATE RECEII,ED AT LAB: 1-13-94
FIETD STORAGE FACILITIES: Heated TrailerBY: C. A.l,lilt/tlAX
AGE
DAYS
OATE
TESTED
TOTAL LOAD
(LBs)
O] AI.IETER
( IricHEs )
AREA
(sQ ili)
c0ttP.STR.
(Psr)
TYPE OF
FRACTURE
CYLIIiDER
I.IEIGHT
(t8s)
CYL IIIDER
UIIIT IJEIG}IT
(PcF)
7
7
28
28
?AH
28H
l-18-94
l-18-94
2-8-94
?-8-94
2-8-94
2-8-94
104,000
102 ,000
131,000
144,000
t40,500
147 ,500
5.99
5.99
6.08
6.08
5.08
6.09
28, 18
28.18
29.03
29.03
29.03
?9. 13
3690
36?0
4510
4960
4840
s060
shear
shear
con,/shear
con/spl i t
con/shear
con/spl i t
DES]GI{ STREIIGTH 4OOO PSI O ?8 DAYS
TESTS BY LAEORATORY P€RSOI{IIEL ARE III ACCORUAIICE UITH APPL]CABLE ASTI{ i4ETTIOOS UTILESS OTHERIIISE IIOTEO
s01'lE IllF0RltATIOll 0F TEST REP0RT l{AY BE PR0VIDED BY OTHERS
RE}IARKS:lX non-chloride accelerator added to this rnix.
COPIES: R.A. llelson & Assoclates, Inc.;
Tom of Vail; ltestern ll,obile;
J V A, Inc.; Gnathney Pratt Schultz;Carollm Adanrs Bobby J. Hays
FIELO OBSERVER APPROVED 8Y
Aa . tut{.I prot.ctlor to cll.ntr, th. publlc
cllantr, lnd rirthorl:rt{on tor publlc.tlor ofp.tdlng ot||. r|^ltt.r .pFtovrl. Srnpl.r wlll b.tr rrtttng.
A r.rb.r ol th. !!! gFoup of corlPrnlr.
rDd ouirrlv.r, all r.portr .r. rub|||ltt.d ra th. confidl.ntlrl prop.rty of
ltat.maht!. Concluilon3 or artract! tror|| 0r ragatdlng our taportt f3 ralarvaddlrpoi.d ot.ft.r ta3tlng li c..nplot.d utrl.r3 oth.r rrrrngdn rt!! rgrr.d to
For'| }|o, CfiEll3A 6/91
o
CHEN.NORTHERN, INC.
c0l{sull]il6 EIiC {EERS A|D SCIEI{T ISTS
REPORT OF CONCRETE TEST CYLINDER DATA
g FEB ree^ B6 cJ;.1i,:..;,1.'r A
d.":\
wv
I0: lltCll Enterprises JoB NO. 4 178 93-3 0ATE: l-I4-94Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F 1Vail, C0 81658-3149
PR0,JECT: Ltftside &rilding, east of Uesthaven Drive and l,resti n Hotel , South Frontage Road lJest, yail, Colo.
PLAcEI'lEllT LOcATI0ll: llorth and east ralls of pool at Lines !t through AA and I through t?.
BATCH TICKET IIiFORI.iAT IOII
TRUCK lto. 189
TIIIE BATCHE0: ll:52
TICKcT ilo. 01102s
TIIIE ARRIVEO: l?:05 T I I.IE
SUPPLIER: l{estern llobi I e
nlx DEslGt{ 0. 39
PLACEOT l?:?0 CU.YD.LOA0/AC0U$t 7l?1135+
FIELD TESTI 116 I XFORI.IATIOI{
TlltE TEST TAKEII: 12:35
JOB SPECIFICATIOIIS:
SLlltlP: 3 1/Z Ill.SLurtiP: 4 lll,
SAI{PLE TEMP:
AIR C0llTEllT: 4.5X
AIR c0tlTENT: 4-8X
62.F AIR TEIIP: 4OY
I{ET U]{ I T UE I 6HT :
IIATER ADDED AI SITE (l GAt.
CYt IIIDER II{FORiIATIOI{
N0. 0F CYLIIIDERS: 6 CYLIIIDER SIZE: 6"x 12" TIIIE CYLII{DERS CAST: 12:45 UHERE CASI: 0n-Site
cuR rr{6 It{FoRr{ATt0rl
II{ITIAL CIIRE: 24 hours On-Site
DATE RECEIVED AT LA8: l-15-94
Fl€10 STORAGE FACILITIEST lleated trailerBY: C.A.ilIr{/r.{Ax
AGE
OAYS
OATE
TESTED
TOTAL LOAD
(L8S)
DIAIIETER
( tilcHEs )
AREA
(sq ril)
COHP. STR .
(Psr )
IYPE OF
FRACTURE
CYL II{DER
t{E]6HI
(LBs)
CYTIIIOER
UI{IT UEIGHT
(PcF)
28
28
?8
28H
?8H
1- ?l -9it
l-21'94
2-1t-94
2-11-9d
2-ll-94
e-ll -94
u7,500
12?,000
150,000
t5l,000
152,000
157.000
6.00
6. 09
6.08
6.07
6.00
6,00
28.27
29.13
29.03
28.94
28.27
28.27
4160
4190
st 70
5220
5390
5550
shear
shear
OTSI$ STREilGTH 4OOO PSI O 28 DAYS
IESTS 8Y LAEoRAIoRY PtRSol{llEL ARE Il{ ACC0RDAI{CE IJITH APPLICABLE ASTII l.lETHooS Uf|LESS 0THERIISE lloTEB
SOIIE IIIFORI,IATIOII OF TEST REPORT I.IAY BE PROYIDED 8Y OTHERS
REIIARKS:11 non chl or acc. added to the nrix.
COPIES: R.A. llel son & Associates, Inc
Towr of Vai I ; gestern libbi I e ;J V A. Inc.; &rattmey Pn tt Schulta Carolyn Adans Sobby J, Hays
FI€LO OBSERVER APPROVEO BY
Al a huturl Frot.ctlon to cll.ntr, tha pnbltccll.ntr, .rd .r.thorJr.tlo. tot publlc.tlor of
P.ndlng our rrlttrh rDD?ovrl, S&FI.. rl11 b.ln v.rltlng.
A fiib.r ot th. EM gro$p ot corprnl.s
ind otrralvaa, rll fapot'tt
3tatarDanta. Conclr3lonr oi.ll3por.d ot .tt.r ta3tlng
ar. 3ub ltt.d aa th. confldl.otlal pioFar ty ot
axtircti fron or iagardlng our tapoat3 13 Fa3.wrdli cdrplatad unlaa3 oth.r rrranganant+ atFaad to
Forn No. C!€113A 6/91
o
CHEN-NORTHERN. INC.
Aa a lrutstl protactlon to cltantr' th. Dubllc .nd our..lv$r tll r.Forti .r. liub(nltt.d rt thr confldlentt.I Daotarty olcllant3. ahd ruthorl:atlon tor publlcatlon ot rt.tdnahtr. Conclu3lon3 oF artracts tto or ragardlng out falorta lr iararvad
Pandl|rg our rrltt.n .pDrovrl. S.npI.3 wlll b. dlrpoa.d ot !tt.r t.ttlnlt lr conpl.t.d unl.Bi oth.r -rrengeinrntr rtr..d to
A m.ftb.i ;t th. E!! g|.oup of conp..lr3 ForD ito. cl€tl3A 6/91
,
REPORT OF
COIISULIIlIG EIIGI XEERS AIID SCIEIITISTS
CONCRETE TEST CYLINDER DA
T0: llECll Enterpri sesAttn: Eustaquio Cortina
P.0. 8ox 3149Vail, C0 81658-3149
PR0JECT: Liftside Building, east of l{esthaven Drlve and Uestln Hstel , South Ffontage Road llest, Vail, Colo.
JoBro. 4 rzss3-3 [+;q6*
PLACEI,ITIIT LOCAT IOII :Ualls; staircore A at Elev. 101
BATCH TTCKET I ITIFORIIAT IOII
TRUCK I0. lA9
TII|E EATCiIED: I?:LZ
TICKET ti0. 01 t034
TltlE ARRlvEO: l?: ?8
SUPPLIER: llestern ilobi I e
ilIX 0t5l6il 1{0. 39
TIHI PTACED: 12:40 CU. YD. L0AD/AgCUl'l: 65/65/13
FIELD TESTI}IG I IIFORT.IAT IOiI
TIilE TEST TAKEN: 12.47
JOB SPEOIFICATIOIIS:
SLUIIP: 2 3/4 I l{.
SLWP: 4 I l{.
SAI.IPLE TEI.IP:
AIR C0llTEt{T: 4.51
AIR COllTEllT:4.81
66"F AIR TEIIP: 25'F
tlET UIIIT !IEI6HT: 139.4
UATER ADDED AT SITE 6AI.
CYLIIIDER I'{FOR}IATIOI{
tlO. 0F CYLII{DERS: 6 CYLIiI0ER SIZE: 6"x 12' TIIIE CYLIITDERS SAST: 12:57 lJ}t€RE CAST: 0n-Slte
c$IilG IlrFoRtrATt0tl
Il{ITIAL CURE:0n-site
DATE RECEIVED AT LAB: l-19-94
FIELD STORAGE FACIL ITIES:BY: BH r,lIlr/ilAx
AGE
DAYS
OATE
TESTED
TOTAL IOAD
(LBs)
0IAIIETER
(ilrcHEs )
AREA
(sQ Ill)
cof,rP . sTR.
(PSI)
TYPE OF
FRACTURE
CYLIIIOIR
YE IGHT
(rBs )
CYLIIID€R
UI{IT UEIGHT
(PCF)
7
?8
28
?8
?g
t-24-94
l-?4-94
2-14-94
2-t4-94
2-t4-94
2-14-94
127,000
l?3,000
150,500
t65,000
152,000
rse,000
6.08
6.08
5.99
5.99
5.99
6.00
?9,03
29.03
28.18
28.18
za. l8
28.27
4370
4240
5340
5860
5390
5380
Ehear
shear
shear
conlshear
shear
shear
DESIGI{ STREIIGTH 4000 PsI 0 28 DAYS
IESTS 8Y LABORATORY PERSOI{I{EL.ARE II{ ACCORDAI{CE YTTH APPLICABLE ASII.I I.IETHODS UI{IESS OTHERI,'ISE IIOTID
SOIIE I}IFOR}IATIOI{ OF TEST REPORT IIAY 8E PROVIOED BY OTHERS
R€}IARKS :ll non chlorlde
C0PIES: R.A. llelson & Assoclates, lnc.
Tonn of Vall; llestern llobile;
J V A, Inc. i GyathDey Pratt Schultzi Carolyn Adars Bobby J. Hays
FIELD OESIRYER APPROVED BY
o
CHEN.NORTHERN, INC.
coltsutTnr6 Et{6t1t€[Rs A D SC IEI{T I STS
REPORT OF CONCRETE TEST CYLINDER DATA
KT^'\
S r[.8
'EPA
: rcu rJ-
.:tr
sfu:i#-o^ iri*rn'.cr*r1.
Xt,-,ror9P
T0: H[Cl'l €nterprises J08 l{0. 4 178 93-3 DATE: 2-l-94Attn: Eustaguio Corti na
P-0. 8ox 3149 SHEET I 0F 2
Vai l, C0 81658-3149
PR0JECT: Liftside Sullding, east of lJesthaven Drive and l,lesti n Hotel , South Frontage Road yest, Vail, Colo.
PLACEHEIIT L0CATI0i{: Slab at unit C-52
SATCH TICKET I NF0RI.|AT I0l{ SUPPLIER: Uestern llobilc
TRUCK lr0. 150 TICKET [O. 011140 HIX 0ESIG t{0. 44
TII'IE 0ATCHEO: 9:31 TIiIE ARRIVE0: 9:55 TIIIE PLACE0: 10:04 CU.YD.L0A0/ACCI tll. 'l lL4l?8
FIELt) TESTIN6 II{FORI{ATIOT
TIilE TEST TfrKEtl: 10:ll
JOB SPEC I FICAT IOI{S:
SLUHP
SLU',IP
3 314 I .
I lr.
AIR
AIR
SAI{PLE TEI{P:
COllTEtlT:5.8 I
C0l{TEtlT : I
57.F AIR TEI.IP: IOT
llET UIIIT tlEI6HT: 137.3
UATER ADDED AT SITE 3 GAL.
CYL I]IOER I]{FORMATIOII
ll0. 0F CYLIIIDERS: 7 CYLII{OER SIZE: 6"x 12" TI}IE CYLIiI0ERS CAST: 10:Zl IIHERE CAST: 0n-Site
CUR I 116 I IIFORT,IATIOI{
IIIITIAL CURE: 24 hours 0n-Site
DATE RECEIVEO AT LAB: 2-2-94
FIELD 5TORAGE FACIL ITIES:BY: C.A. lllll/l'lAx
AGE
DAYS
OATE
TESTEO
TOIAT IOAD
(tBs )
DI AI.IETTR
( r r{cHEs )
ARTA
(sQ Ir{)
cottP . sTR.
(PSI )
TIPE OF
FRACTURE
CYL II{OER
TIEIGHT
(LBs)
CYTII{DER
UNIT VEIGHT
rofFl
lA
7A
FC 7A
?8A
28A
28AH
28AH
z-8-94
z-8-94
2-g-94
3-1-94
3-l-94
3-I-94
3- l-94
10e,000
99,000
112.500
5.99
5.98
o-t:t
28. l8
?8.09
29. l3
3620
3 520
3860
shear
shear
shear
DESIGII STRT]{GIH 4OOO PSI O ?8 DAYS
TESTS 8Y LABORATORY PTRSOHIIEL ARE IN ACCOROAI{CE IIITH APPLICABL€ ASTT IETHODS UIIL€SS OTHERUISE BOTIO
SOiIT IIIFORI.IATIOII OF TEST REPORI }IAY BE PROVIDEO 8Y OTHERS
REI.IARKS: Another 4 gallon of rater added after slunp test was perfomnd.
COPIES: R.A. ]{el son & Associates, lnc
forn of Vail; l{estern }loblle;
J V A, Inc.; 6wathne! Pratt Schultz Carolyn Adans Bobby J. Hays
FIELO OBSERYER APPROVED 8Y
Ar I rutu.l pr.ot.ctlon to .ll.6iir ttr publlc
cll.nt3, .rd .uthorlzatlon tot Fubllc.tlo]r ofprndlrg our wFltt.n rpproval. Sampl.r Hlll b.ln rrl t Ins.A fi.rb.r of th. !!! group of coriPanl.r
r.d ouFr.lv.r, .lI r.port.
3tatad.ntt. Conclu3lons or
dl rpor.d ot .ttrr trrtlnN
... .nb|rltt.d r! th. confldl.ntl!l prop..tlr ot
artractr tFo. or t.gaFdlog our raports lr r.3.rv..l
It coriFlat.d uDl.3t othar arrangahantl agFa.d to
Forir No. CHEll3A 619l
ffI''\I ,'u tt'* t$
,E ,*1,-** "ir
fu*ffi['.#*''.':iQ€,-,rod
CHEN.NORTHERN, INC.
COI{SULTII{G EII6I IIEERS AI'ID SCIE]ITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: tiECl{ Enterprises JOB f{0. 4 174 93-3 DATE: ?-l-9,[Attn: Eustaouio Cortl na
P.0. Box 3149 SHEET Z 0F 2ValI, c0 81658-3149
PR0JECT: Liftside Building, east of Vesthayen 0r'iye and Uestin llotel, South Frontage Road Uest, Vatl, Colo.
PLACE}IEI{I LOCATIOII :Uall, L llne fron P.4 to P.5-
BATCH TICKEI Il{F0Rl'lATI0l{ SUppLIER: Uestern ilobile
TRUCK t{0. 161 TtcKET tio. 011149 itlx DEsIGil ilo. 39
TII'f€ BATCHED: l:56 TIME ARRIVED: 2:?0 TIME pLACED: 3:05 CU. yD. L0AD/ACCUI,I: 7|lf4!
FIELD TESTIIIG ]IIFORI.IATIOII 5A!,IPLE IE}IP; 6OOF AIR IE}IP: IO'F
TlllE IEST TAKEII: l0:ll SLUiIP: 2 3/4 Ill. AIR C0t{TEl{T:5.4 3 rrET UlttT UEIG}IT:
JOB SPECIFICATI0 S: SLllt{P: Ill. AIR C0l{TEllT: f UATER ADDED AT SITE 3 GAL.
CYLINDER II{FOR}IAIIOII
N0. 0F CYLII{DERS: 6 CYLII{DIR SIZE: 6"1 12" TIIIE CYLII{DERS CAST: UHERE CAST: 0n-Site
CURII{G IIIFORI.IATIOII
I1{ITIAL CURE: 24 hours 0n-Site
0ATE RECEIVED AT LAB: 2-2-94
FIELD ST0RAGE FACILITIES: heated trailer except for Fleid CureBY: C.A.l.tI il/r,rAx
atuE
DAYS
OATE
TESTED
TOTAT LOAD
(LBs )
DIAIIETER
I r[cHEs )
AREA
(sQ Ir{)
cor'rP . sTR.
(Psr )
TYPE OF
FRACTURE
CYLIIIDER
I'EIGHT
( r_Bs )
CYTIIIDER
UI{IT UEIGHT
(PcF)
7B
7B
FC 78
285
?88
28BH
2-8-94
2-8-9,f
2-8-94
3- l -94
3- 1-94
3-1-94
u7 , s00
1?0,000
118.000
6.08
6.00
5.98
?9.03
28.27
28.09
4050
4?40
4200
shsar
con/shear
slrear
DSSIGII STREI{GTH 4OOO PSI O 28 OAYS
TESTS BY LABORATORY PTRSOIII'|EL ARE 11{ ACCORIIAI{CE !'ITH APPLICABLE ASTiI IIETHODS UIILESS OTHERVISE I{OTED
SOI.IE TI{FOR}IATIOII OF TEST REPORT I{AY BE PROVID€O BY OTHERS
REIiIARKS: Pour was delayed, a crane was needed to place concrete. lf non chlorlde acceierater added
to this rDix. Sanple obtained fron concrete truck dl scharge.
COPIES: R.A. l{el son & Associates, Inc.;
Town of Vail; tlestern ilobile;
J V A, lnc.; 6*atlmey Pratt Schultz;Carolyn Adans Bobby J. Hays
FIELO OBSERVER APPROVED BY
Ai r nutu.l prot.ctJoh to cllantt, th. p{bllc ard oqrr.lv.rr rll r..!ort3cll.ntr. rhd .uthorl:rtlon tor publlc.tlon ot lt.t.|trnt3. Concl{tlonr orp..dlng our Hrltt.a .pprovrl. S.!rpl.3 illl b. dlrporad ot rtt.r tcitlngln rrlt t ng.A n|dnb.r. ot th. !!! group ot co|t|p.nl.3
rra tubhlttad aa th. contldlantlrl gioFarty ot
artrrcta ffod or r.grFdlhg osr raportS la raaarvadIt conDlatad unlc33 oth.F irrangatraDt! agraad to
Foro l{o. $G113A 5/91
o
CHEN-NORTHERN, INC.
coltsutlIti6 Eit6It{E€Rs At{D scIE TIsTs
REPORT OF CONCRETE TEST CYLINDER DATA
6*I'
!" ur* t*a -in,o.',',t*k"s, :5Qr-ruojP
T0: llECtil Enterprises JoB t{0. 4 178 93-3 DATE: 2-2-94
Attn: Eustaqu'io Cortina
P.0, 8ox 3149 SHEET I 0F I
Va'il , C0 81658-3149
PROJECT: LiftsJde Building, east of llesthaven Driye and lJestin Hotel , South Fmntage Road l,lest, Vail, Colo.
PLACEIIEIIT LoCATtoll: Slabs for Denthouses in units C-51 and C-5? at Level 95.9.
BATCH TICKET lt{F0Rf,lATI0l{ SUPPTIER: llestern f{obile
TRUCK fto. 114 TICKET flo. 011154 ! X DESIG|| t{0. 44
fIl{E BATChED: 8:50 TII'lt ARRIVED: 9:10 TIIIE PLACEO: 9:40 CU. YD. LOAD/ACCIS|:
FIELD TESTIIIG II{FORIIATIOT{ SAHPLE TE}IP: 5T T AtR TE}IP: lOT
Tll{g IEST TAKEII: 10:08 SLtl}tP: 5.0 ltl. AIR CONTEIIT: 6.31 UET UlllT UEIGHT: 135.6
J08 SPECIFICAII0TIS: SIUIIP: It{. AIR COllIEllT: X UATER A00ED AT SITE s GAL.
CYL IIIOER IIIFORI,IATIOTI
ll0. 0F CYtlllDERS: 7 CYLII{DER SIZE: 6"x 12" Tltlt CYLIII0ERS CAST: 10:28 IIHERE CAST: on-Slte
CURIIIG IilF0Rl'lATI0f{
II{ITIAL CIIRE: 24 hours 0n-Site
DATE RECEIVED Al tA8: 2-1-94
FIELD STORAGE FACILITIES: heated trailer
BY: tl. J.!r1f{/ilAx
AGE
DAYS
DATE
TESTED -
TOTAL LOAD
(LBs )
DIAI.IETER
( ll{CHES )
AREA
(sq ril)
cottP. sTR.
(PSr )
TYPE OF
FRACTURE
CYLIIID€R
YEI6HT
(LBs)
CYTIIIOER
U]{IT T'EIGHT
(PcF)
7
7FC
28
20
?8
?8H
?-9-94
2-9-94
2-9-94
3-e-94
3-2-94
3-2-94
3-?-94
8S,500
88,000
92,000
6.09
5.99
5.98
29.13
28.18
28.09
3040
3120
3280
shear
shear
snear
DESIGI{ STREIIGTH 4OOO PsI O 28 DAYS
TESTS BY LABORATORY PERSOI{I{EL ARE ItI ACCOROAIICE I{ITH APPLTCABLE ASTI'I I{ITHODS U]{LESs OTHERT'ISE I{OTED
SotlE I]{F0RI,|AT l0l{ 0F TEST REP0RT l.lAY BE PRoVIDED BY oTHERS
REI.IARKS:ll non chloride accelerater added to this mix.
C0PIES: R.A. llelson & Associates, Inc
Totrn of Vall; llestern llobile;
J V A, Inc.; Gwathrey Pratt Schultz Carolyr Adans Bobby J. HaYs
FIETD OBSIRVER APPROVED BY
At | [utu.l protactlo[ to cll.ntt, tha publlc
cllaht3, rnd ruthorlzatlon toF publlc.tlon of
panallng our rrltt.n rpprov.l. S|lnpl.3 wlll b.
ln |.rltlng.
A tlxrb.r at th. ts!! group ot c.d?rnl.s
and ouraalvat, rl I raportf
aaatairntt. Conc luslon3 ot
dfrpo*.d of aft.r t.ttlng
ara rub lttcd .a tha contldl.ntlrl Paopal.ty ot
.rtr!ct3 ffgi or rrgrrdlng o{r raportr la ratatv.d
Ir coiplatad rnla33 othrr arrrlga[ant3 rgr'aall to
Forn o. Ctlgll3A 6/91
Al a nutlrl
cllentr, .rdp.ndlng ourIn Yrrl t I rrg.
o
CHEN.NORTHERN, INC.
c0ilsulTIilG El{GiltEERS Ailo SCIEt{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
prot.ctlon to cllrnts, th. publlc rnd ourl.lv.rr all rrpor.t.' rr. rub|!ltt.d rr tha conllCl.ntlal proparty otrutho|-laatloD lor publlc.tlon ol atttin.ntr. CoBclualor3 or attrrcla fro.r oi ratardlng our raport3 la rasawadr|^ltt.n .pFroval. Srmpl.3 wlll b. dlrpo3.d ot.ft.r t.rtlng l. corFl.t.d unl.*r oth.r arrangs.ht3 .gr..d to
flru,1
;'^#$f"9
St,-,teP
T0: llECli Enterprises JOB IO. 4 lZ8 9g-3 DATE: 2-3-94Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F IVail, C0 81658-3r49
PROJECT: Liftside Building, east of lresthaven Drive and }lestin Hotel , South Frontage Road lfest, Vail, Colo.
PLACEIIEI{T LOCATIOII :lfal I on L Line
BATCH TICKET I I{FORIiIAT I OII
rnucK 0. 150
TII'IE BATCHED: 3:05
TICKET lto. 0llt78
TIllE ARRIVED: 3:30 TII.tE
SUPPLIER: llestern iiobi I e
ilIX 0ESIG!| r{0. 39
PLACED: 3:42 CU. YD. t0AD/ACCull:
FTELD TESTIIIG ]I{FORHATIOI{
TIIIE IEST TAKEII: 3:52
JOB SPTCIFICATIOIIS:
SLUiIP: 4.0 Il{.
SLUI'IP: 4 Il{.
SAI,IPLE IEIIP:
AIR C0llTEl{T: 6.1I
AIR COI{TE]{T: 4-81
58"F AIR TEI,IP: 25.F
l{ET Ul{lT ldEI6HT: 135.9
YATER AODEO AT SITE GAL.
CYLIIIDER I]IFORIIATIOI{
tlO. 0F CYLIIIDERS: 4 CYLII{DER SIZE: 6'rx l?' TIlilE CYLII{DERS CAST: 4:02 }IHERE CAST: 0n-Site
cuRIl{6 IilFoRilATIotl
IIIITIAL CURE: 24 hours On-Site
OATE RECEMo AT LAB: 2-4-94
FIELD STORAGE FACILITIES:BY: l.tl l{/l.lAx
AGE
IIAYS
DATE
TESTED
TOTAL LOAD
(LBs)
DIAI,ITTER
( lr{cHEs)
AREA
(sQ lil)
c0l,tP.sTR.
(PSI )
TYPE OF
FRACTURE
CYL IIIOER
TIEI6HT
( LBs)
CYLIIIDER
UI{IT IIE ICHT
(PcF)
7
7
7FC
?8
z8
28H
?BH
2-10-94
2-10-94
2-10-94
3-3-94
3-3-94
3-3-94
3-3-94
111,500
119 , 500
89, s00
5.99
5.08
6.07
28. l8
29. 03
?8.94
3950
4120
309 0
snear
con,/shear
snear
DESIGII STREI{GTH 4OOO PSI O 28 DAYS
TESTS BY LABORATORY PERSOIII{EL ARE III ACCORDAI{CE UITH APPLICABLE ASTH I.IETHOD5 UIILESS OTHERIJISE }IOTEO
50l.lE IllF0RtlATIoll 0F TEST REPoRT t{Ay BE PR0VI0E0 BY oTHERS
RE}IARKS:lI Daraset accelerater.
C0PIES: R.A. llel$on & Associates, Inc.;
Town of Vall; lJestern l{obile;
J V A, lnc. i Gwattmey Pratt Schultz;Carolyn Adams Bobby J. Hays
FIELD OBSERVER APPROVED BY
th. !!! group ot eoorp.nlc.For o. Cl|Elt3A 6/91
I
CHEN.NORTHERN, INC.
COITSULTI116 EI{GII{EERS AI{D SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
I ,tu'::l- B
fu-#t "9qU-''$P
T0: IIECH Enterpri ses JoB l{0. 4 f7B 93-3 DATE: 2-4-94Attn: Eustaouio Coftlna
P.0. Box 31t19 SHEET I 0F IVatl, C0 81658-3149
PROJECI: Liftside Building, east of Uesthaven Drive and ldestin Hotel , South Frontage Road Uest, VaiI, Colo.
PLACEI{EIIT LOCATTOI{:Slab for tlni t B-22.
BATCH TICKTT II{F0RHATI0I{ SUppLIER: t,estern ilobile
TRTCK lr0. 16l TICKET ilo. olll4e Ix DEsIGlt 1{0. 44
TIIIE BATCHED: 9:53 TIME ARRMD: - TIiIE PTACED: - CU. YD. LoAD/ACCUil: 7l2ll28!
FIELD T€STIll6 It{F0RllATI0ll SAI{PLE TEiIP: 55T AIR TEXP: 25"F
TIIIE TEST TAKET{: 10;48 SLtf,lP: 6.5 I1{. AIR C0llTEllT:6.1 I ttET Ul{lT IIEIGHT: 135.6
JOB SPECIFICATI0IIS: SLUIIP: 4 lll. AIR CO!{TE]{T: 3 * I{ATER ADDEII AT SITE 0 6AL.
CYLI IIDER I I{FORI.IAT IOI{
l{0. 0F CYIIi{DERS: 7 CYLII{DER SIZE: 6"x 12" TIHE CYLIIIDERS CAST: 10:58 UHERE CAST: On-Site
CUR IIIG I IIFORI,IAT I OII
IIIITIAL CURE: 72 hours 0n-Site
DITE RECEMD AT LAB: 2-7-9,1
FIEID SToRAGE FACILITTES: heated trailer
BY: il.J.l{Iil/}tAx
AGE
DAYS
DATE
TESTED
TOTAL LOAll
ttEs)
DIAITIETER
(mcHEs)
AREA
(sQ Ilr)
c0ilP . sTR.
(Psr )
TYPE OF
FRACTURE
CYLIIIOER
I'EI6HT
( LBs)
CYLIIIDER
UI{IT IITIGHT
(PCF)
7
7
7FC
28
28
z8H
?8tl
?-11-94
?-l l-94
2-11-94
3-4-94
3-1-94
3-4-94
3-4-94
72,500
83, s00
87.500
5.99
6.07
5.96
28. 18
28.94
28.09
2570
e890
3120
shea r
shear
shear
DESIGII STREI{ETH 4OO(,PSI O 28 DAYS
TEsTs BY LABmATORY PtRS0l{llEL ARE Iil ACC0RDAIICE UITH APPLICABTE ASTl.l 1'|ETH0DS UTLESS 0IHERIJISE flOTEO
SOilE IIIFORI4AIIO]{ OF TEST REPORT I.IAY BE PROVID€D BY OTHERS
REIIAffKS:Sanpl e taken frsa truck discharge,
CoPIES: R.A. l{el son & Associates, Inc.
Tom of Vall; tlestern llobilei
J Y A, Inc.; Brattmey Pratt Schultz;Carolyn Adans Eobby J. Hays
FIELD OBSERVER APPROVED 8Y
At a rrrturl Drot.ctlon to cllaDtr, th. Dubllccll.nt3, and .uthorl:atlon tor publlc.tton ol
D.ndlng ot|' rrltt.n .ppr.oy.I. s||'Fl.a nlll ba
l n nltlnn.l n rr.r ;f th. !!! group of c.E|P.nl.r
rnd o!t3.lv.r, all r..portr rr.a rubc|ltt.d .r th. cortldlant'l.l PtoP.rty ot
rtatarDanta. cchcl{rloni of .rtrtcta Itolt ot ragrrdlrg out r'aPort3 It ta3awad
allaPo3.d ol rltai taatlng 13 coirpl.t.d utl.t. oth.r |rt'angaNiantt rgtaad to
Forn ]{o. CfiEll3A 6/91
a
CHEN.NORTHERN, INC.
COIISULTIIIG E1{6ITTERS AI{D SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
A3 . F{tu.I protactlon to cll.nta, tha publlc and ouri.lv.r.i all i.Dortt aaa rubnlttad rr tha confldl.nt{.1 proparty ol
cllantar rnd authorl8atlon .for publlcrtlon ot rtatatrnt3. Corlclraalont or artract3 froat o? t'agrr.dlng our rapotti l3 tararyad
Pahdthg ouF rFltt.r .FpFovrl. S.rpl.r rlll b. ditpoaaat of.tt.r t.rtlng l! compl.t.d unl.rt othar atr'.ng.irnt. .tr...l toln hrltlna.
A nilb.r ;f th. !!! group ot coNlp.hl.r Forr o. Cl.lE!134 6/91
d;''%
!*. ,r, *n1
e C#r'
T0; !l[CH Enterpri ses JoB 1{0. 4 178 93-3 DATE: 2-8-94Attn: Eustaqulo Cortlna
P.0. 8ox 3149 SHEET I 0F fVaiI, C0 81658-3149
PROJECT: Liftside Euilding, east of Uesthaven Drive and lrestl n Hotel , South Frontage Road Uest, Vail, Colo.
PIAC€I,IEI{T LOCATIOII :Fl oor slab, Unit 8-21
BATCH TICKET Il{F0RllATIOll SUpPLIER: Uestern itobile
TRUCK l{0. 114 TICKET t{0. 0t t2l3 IX DESI6I{ lto. 44
TII'IE BATCHED: 10:00 TIIIE ARRIVED: 10:e7 TIll€ PLACE0: 10:30 CU. YD, LOA0/ACCl,ll z 2L128
FIELD TESTING I}IFORI'IATIOil SAIIPIE TE}IP: 6fF AIR IT[P:
TIIIE TEST TAKEI{: 10:37 SLUiIP: 7 tll. AIR COl{TEllT: 4.7$ UET UIIIT IJEIGHT:
JOB SPEC I FICATI0IIS: SLljllP: 4 Ill. AIR C0t{TEilT: 3.0I l,rATER AODED AT SITE 6AL.
CYL IilOER IilTOR}IAI IOII
ll0. 0F CYLII{DERS: 7 CYLI}IDER SIZE: 6"x t2" TIl,lE CYLIIIDERS CAST: 10:48 tfHERE CAST: 0n-Site
CWII{G I flF0Rl.lAT l0ll heated area adJacent to
I|{ITIAt CURE: 48 hours On-Slte FIEL0 ST0RAGE FACILITIES: poured slab
DATE RECEIVED AT LAB: 2-10-94 BY: FP & tlJ llltllllAx
AGE
DAYS
OATE
TESTED
TOTAL LOAD
(t8s)
DIAIIETER
( IllcHEs )
IREA
(sQ ilr)
coxP. sTR.
(Psr)
TYPE OF
FRACTURE
CYL II{OER
I'tEIGHT
(LBS)
CYLII{OER
U1{IT }'EIGHI
(PcF)
7
7
IFE
?8
z8
28H
28H
2-15-94
2-15-94
?-15-94
3-8-94
3-8-94
3-8-94
3-8-94
97,500
90,500
90.500
6.00
6.03
6.09
28.27
28.56
29- 13
3450
3170
3110
col unna r
con/spl i t
shear
DESIGII STREIIGTH 4OO(l PSI O 28 DAYS
TESTS 8Y LABORATORY PERSOI{IIET ARE III ACCORDAIICE I'ITTI APPLICASLE ASTI,I TIETHODS UIILESS OTHERIdIS€ ilOTED
SO}IE II{FORI.IATIOi{ OF TTST REPORT I.IAY BE PROVIDED BY OTHERS
RE}IARKS:
COPIES: R.A. llelson & Associates, Inc.;
Toun of Vail; llestern iicbilei
J V A, lnc.; grath||ey Pratt Schultz;Bllly Earbour Bobby J. Hays
FIELD OSSERVTR APPROVED BY
t.'
te gl,l l,I
+,ri#;;; ---:"','
T]NS'TO BE.
Remar ksr:
'fnspectnr:
. trLIENT F;EF:
Subnitted
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r-ser 7[ ' w- I?'b13
CHEN.NORTHERN, INC.
c0llsuLTll{6 El{6t |{EERS Al{D SCtEI|TISTS
HEPOBT OF CONCRETE TEST CYLINDER DATA
PrcDFrB
z i tseE
T0: llECll Enterprises J08 l{0. 4 178 93-3 DATE: ?-15-94Attn: Eustaqui o Corti na
P.0. Box 3149 SHEET I 0F IVaiI, C0 81658-3149
PR0JECT: Liftside Euilding, east of llesthaven Orive ind Uestin Hotel , South Frontage Road tlest, Vail, Colo.
PLACEI,IEI{T LOCATI0t{: footi nqs
BATCH TICKET ItiF0RllATI0l{ SUPPLIER: llestern }lobi le
TRUCK lto. 150 TICKET lto. 011254 MIX DESIGiI N0. 39
TIIIE BATCI|EO: 12:24 llllf ARRIVEO; - IIttE PLACEO: l;00 CU. YD. L0AD/ACCU|{: 5.5/1ll1l
FTELD TESTI]I6 IiIFORTIATIOI{ SAI,IPLE TEilP: 64"F AIR TE},IP: 357
Ilf{E IEST IAKEti: 1:21 SIU}IP: 3 1/4 lll. AIR C0llTEllT:5.9 X ytT UIIIT UEI6HT;
J08 SPECI FICAI I0l{S: SLUIIP: lt{. AIR C0NTEIIT: X I/ATER ADDED AI SIIE GAL.
CYtIllDtR Il{FoRl.lATI0l{
tlO. 0F CYLII{DERS: 7 CYLIT{DER SIZE: 6"x 12" TIME CYLIT{DERS CAST: 1:31 }IHERE CAST: 0n-Site
CURI 6 It{F0Rl,lATI0[
INITIAL CURE: 24 hours On-Site
DATE RECEMD AT LAB: 2-17-94
FIETD STORAGE FACILITIES; heated tral'ler except field cure
BY:]{.J. lll N/i{AX
AGE
DAYS
DATE
TESTED
TOTAL LOAD
(LBS)
DIAI{ETER
( I r{cHrs )
AREA
(sQ It{)
COMP. STR.
(Psr )
TYPE OF
FRACTURE
CYLIIIOER
UEIGHT
(LBs)
CYLII{D€R
UiIIT TIEIGHT
(PCF I
7
7FC
28
28
28H
28H
?-2?-94
2-22-94
2-22-94
112,500
112 , 500
1r2 .000
6.08
5.99
5.98
29.03
28.18
28.09
3870
3990
3990
shea r
shear
shear
DES tGI{ STREI{GTH 4000 PSi 0 28 OAYS
TESIS BY LABORATORY PERSOIIIIET ARE II{ ACCOROAI'{CT VIIH APPTICAELE ASTII I'IEIHODS UI{LEsS OTHERIdISE I{OTED
SOME INFORT.IATIOI{ OF TEST REPORT I,IAY BE PROVIOEO BY OTHERS
RE}IARKS :lX Daraset accel erator
COPIES: R.A. l{el son & Associates, Inc
Town of Vail; Uestern llobile;
J V A, Inc.t Gkattmey Pratt Schultz Carolyn Adams Bobby J- Hays
FIELO OBSERVER APPROVED 8Y
Ai . mltull piotcctton to cll€nt3, the publlc
cllents, .nd authorizatlon tor publlcatlon olpendlrg our ||r'ltten .pprov.l. Sr$pl€s will b.in rr{tlng.
A ne|ttbel- of thc HIH group of companlls
and ouri€l vca. all rcForts
statem€nts, Conclus lons or
dtsposcd of a{tar t€5t 1.9
rr€ subnltted !3 the confldl.ntl!r property ol
extr"rcts from or rcgardlflg our rePort3 ls retGrvedis completed unl.33 other .rrangcment5 rgr..d to
Forin No. cMEl l3A 6/91
T;'r+;
CHEN.NORTHERN, INC.
COIISULTI IlG EI{6II{EERS AND SCIEI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: t'lECl'{ Enterprises JoB lto. 4 t7g 93-3 DATE: l-20-94Attn: Eustaqui o Corti na
P.0. Box 3149 SHEET I 0F IVail, C0 81658-3149
PROJECT: Liftside Building, east of lesthaven Drive and llestin Hotel , South Frontage Road llest, Vail, Colo.
PLACEIIEI{T LOCAT IOI{ :5lab-on-grade l'lechani cal Room
BATCH TICKET II|F0RMATI0i{ SUPPLIER: Uestern itobile
TRUCK N0. 104 TICKET t{0. 011063 IX DESI6 N0. 44 w/fi befs
TIl,l[ EATCHED: unknown II]IE ARRIVED: 9:50 TltE PLACED; 9:56 CU. YD. L0AD/ACCU!.|:
FIELO TESTII{G I IIFOR}'{AT 101{ SA}IPLE TEIIP: 64'F AIR TEtttP: 30'F
TII1E TEST TAKEI{: 10:04 SLUIIP: 4.0 It{. AIR C0l{TEllT: $.61 ttET UNIT }|EIGHT:
JOB SPEC I FICAT lOtiS: SLUMP: 4 Itl. AIR C0fiTE T: 3 nax X UATER ADDED AT SITE 5 GAL.
CYL I IIDER ] IIFOR}IAT I OI{
ll0. 0F CYLITIDERS: 7 CYLIIIDER SIZE: 6"x 12" TIHE CYLIIIDERS CAST: 10:14 l,lHERE CAST: 0n-Site
cuRInc IliF0R[AT]orl
II1ITIAL CURE: 24 hours 0n-Srr.e
DATE RECEIVED AT LA8: 1-21-94
FIELD ST0RAGE FACILITIES: Heated trailer
8Y: B. B.H I t{ /MAX
A6E
DAYS
DATE
TESTED
TOTAL LOAD
(t8s)
D I AI'IETER
( I]{CHES )
AREA
(sQ r1{)
coilF . sTR.
(Ps1)
TYPE OF
FRACTURE
CYLINOER
UEI6HT
(LBS)
CYLIIIDER
UI{IT IJEIGHT
(PcF)
7
7
FC 7*
28
?8H
?9tl
?8H
t-27-94
t-?7 -94
r-27 -94
2-t7 -94
2-t7 -94
z-17 -94
2-17 -94
89,500
90,000
70,500
115 ,000
107,000
117,500
120.000
5.99
5.99
6.07
5.99
6.08
6.0?
5.99
28.18
28.18
28.94
28.18
29 .03
?8.46
28. 18
3180
319 0
?440
4048
3 690
4130
4260
shear
snea r
snear
shear
shear
shea r
shear
DESIGH STRE}IGTH 4000 Pst @ 28 DAYS
TE5T5 BY LABORATORY PER5OI{IIEL ARE It{ ACCOROAI{CE UITH APPLICABLE ASTI,I }IETHODS UI{LTSS OTHERTIISE IIOTED
SOI.IE II{FORI'IATIOII OF TEST REPORT }IAY 8E PROVIDED BY OTHERS
REMARKS: lfl non chioride added.
* This cylinder rvas cured on site for six days with the concrete placed.
COPIES: R.A. Nelson & Associates, Inc
Town of Vai I ; t{estern l'lobi I e ;
J V A, Inc.; Gwattmey Pratt Schultz Carolyn Adams Bobby J. llays
FIELD OBSERVER APPROVEO BY
At r mutu.l prot.ctlon to ellanta, tha publlc
cll.nt3, rnd ruthorlz.tlon for publlcrtlon otp.rdlrg our wFl ttln .ppFov. l . Srnplc* wlll b.'ln *t"ltln9.
A iFmbct of th. XIil groqp of comp!n1..
rnd our3alYar, rl I r€portt
3tltanlantt. Corclualoni oi
dl rpo3..l ol rft.r t.3tlng
!r. .ub|||{tted ri th. confldlantlrl prop.rty ot
artract5 fron or ragrrdlng our r.portr Ir raa.rv.dl3 conpl.t.d unl.rs oth.r !rr.ng.||.nt!.grccd to
Fotm }{o. cIgll3A 6/91
CHEN.NORTHEHN, INC. .qQB&gffiEg.gggJ.
COIISULTItI6 ENCIIIEERS AI{D SC I EI,ITI STS
REPORT OF CONCRETE TEST CYLINDER DATA
A3 r muturl F,rotlctlon to cllantt, th. publlc.nd oorr.lv.r, rll r.portr rr. iubnltt.d.3 tha confldl.ntl.l propal'ty ot
cllant3, .nd ruthorlz.tlon for Dubllcatlon ol rtrtfirnt3. Conclu3loni or.rtr.ctr liom or reg.rdlng our raPoitt ll r.t.rv.dp.hdlng our Ifltt.|r rpprovll. S.npla!' valll b. d'l3por.d ol .ft.r t.stlng l! com?lttld unlcri oth.r arrangah.nt3 .gr.cd to
A m.Dber ;f th. !!! group of codp.nl.3 Form o' CllEll3A 6/91
T0: MECtt Enterprises J08 N0. 4 178 93-3 DATE: 1-21-94Attn: Eustaquio Corti na
P.0. 8ox 3149 SHEET 1 0F 1Vail, C0 8I658-3149
PR0JECT: Liftside Building, east of llesthaven Drive and !/estin Hotel , South Frontage Road tlest, Vail, Colo.
PLACEiIEIIT LOCATIOl{ :Staircore Al at elevation lll
EATCH TICKTT it{FORl.lATlOil SUPPLiER; llestern lilobi le
TRUCK t{0. 161 TICKET t{0. 01 108? }tIX DES]GN 0. 39
TlltE BATCHED: 1:05 TIf,lE ARRTVED: 1:15 TIME PLACED: l:20 CU. YD. LOAD/ACCU!4: 7/21/?l
FIELD TESTIIIG I IIFORIIAT I OII
TII'IE TEST TAKEII: 1:25
JOB SPECIF ICATIO]IS:
sLUt'tP r 3-1/? Il{.
SLU P: I ll.
SAI'JPLE TEHP:
AIR COflTEt{T: 5.11
AIR C0]{TE|{T: I
67"F AIR TEiIP: 45'F
Vtl UIIT UEIGH"[: W.7
I.IATER AOOED AT SITE 3 GAL,
CYL II{DER I NFORHATIOI{
N0. 0F CYLIT{0ERS: 7 CYLiNDER SIZE: 6"x l?" TIHE CYLINOERS CAST: 1:35 !{HERE CAST: 0n-Site
cuRIt{G It{FoRilATI0t{
ItIITIAL CURE: U4 hours On-Site
OATE RECEIVEO AT LAB: l-2?-94 BY: F. P.
FIELD STORAGE FACILiTIES: heated trailer
t{t[/HAX
A6E
OAY S
DATE
TESTEO
TOTAL LOAD
(LBS)
DIAMETER
( I ilCHES)
AR€A
(sQ ilt)
COMP.sTR.
(PSr)
TYPE OF
FRACTWE
CYL] I1DER
I'E I GHT
trDS)
CYL IIIOIR
UITIT IIEI6HT
(PcF)
7
FC7*
?8
28
z8H
z8H
1-28-94
1-?8-94
1-28-94
2-18-94
2-18-94
?-18-94
2-18-94
126,000
I?8,000
60,000
167 ,000
162,000
170,000
162.500
5. 99
5.98
6.06
5.99
5.99
5.99
6.05
28. 18
28.09
28.84
?8. l8
28.18
28.18
28.75
4470
4560
2 080
5930
5750
603 0
5650
snear
shear
shea r
con/shear
shear
con/shear
shear
DESIGII STRE}IGTH 4000 PsI 0 2s DAYS
TESTS 8Y LABORATORY PERSOIIIIEL ARE III ACCORDA]ICE I{ITH APPLICABLE ASTiI }IETHODS UI{LESS OTHERIIISE i{OTED
SOIIE 1I{FORI.IATIOI{ OF TEST REPORT I.,IAY 9E PROVIDED BY OTHERS
RE)iARKS: lX non chloride added.r This cylinder t{as cuned nith concrete placed on site fof five days. lre were inofnrcd
that fle]d cure tesi cylinder may not have been in heated area of concrete plaoement.
C0PIESr R.A. Belson & Associates, Inc
Town of Vall; l{estern llobile;
J V A, Inc.; Grathrcy Pfatt Schultz Carolyn Adams Bobby J. Hays
FIELO OBSERVER APPROVED 8Y
CHEN.NORTHERN, INC.
co]{sutTM6 EtiGIfltERS A D sC I Et{TI STS
REPORT OF CONCRETE TEST CYLINDER DATA
A3. mutu.l prot.ctlon to cll.nta, th. publlc.nd our3.lv.i, .ll r.port! rr. ltlbnltt.d !r th. confldl.rti.l prop.rty otcIlaht3, rnd ruthorl2.tlon loF publlcrtlon ol ttatdDants. Cohclu3lon3 or.xtr.cta fr.ofi or rrg.rdlng our rapoatr fr r*arv.d
P.ndlhg_our wrltt.n.Fprov!1. Srnpl.r wlll b. dltpor.d of rft.r t.Btlng l3 compl.t.d unl.3i oth.r air.ng.imnt! .grr.d torn 'rrrng.A n€tnber of th. EIE group of coip.nl.: Form No. CM€ll3l 6/9t
T0: MECIf Enterprises JoB 1,t0. 4 ltg 9A-3 OATE: 2,10-94Attn: Eustaqui o Conti na
P.0. gox 3149 SHEET I 0F IYaiI, C0 81658-3149
PR0JECT: Liftside Building, east of Vesthaven Drive and Uestin Hotel , South Frontage Road Uest, Vail, Colo.
PLACEMEI{T L0CATI0Ii: Slab in Unit C-31
BATCH TICKET INFoRI.iATI0i{ SUppLIER: Uestern }tobile
TRUCK NO. IOO TICKEI I{0. OI 1230 MIX DESIGN NO. 44
TlifE BATCHIO: 9:11 T llrtE AftRIYED: 9:30 IItrlE PLACED: 9:43 CU. YD. L0AD/ACCU|i|: 7/21128
FIELD TESTING I I{ FORI,IAT ] OIi SAMPLE TEI.{P: OF AIR TEITTP:
Tll.lE TEST TAKEN: 9:50 SL$IP: 4 3/4 IN. AIR C()ttTEftT: 6.3% t{ET U]{IT ttEI6HT:
J08 SPECI F ICATI0IIS : SLtillP: 4 lltl. AIR C0t{TEl{T: 3 % TJATER A0DE0 AT SITE GAt,
CYL I I{DER II{FORi{ATIOI{
N0. 0F CYLINOERS: 7 CYLII{DER SIZE: 6"x 12" TIIIE CYLIT{DERS CAST: 10:00 IJHERE CAST: On-Site
CIJR I IIG II{FffiITAI IO
II{ITIAL CURE: 24 hours 0n-Site
DATE RECEIVED AT LAB: 2-11-94
FIEIO ST0RAGE FACILITIES: in heated trailer - FCBY: C.A.r'r r r.l/MAX
A6E
DAYS
DATE
TESTED
TOTAL LOAD
(LBs)
D IA''IETER
( IilCHES )
AREA
(sQ rir)
cot'tP. sTR.
(Psr)
TYPE OF
FRACTURE
CYL IIIDER
I{E IGHT
( LBS)
CYL I1{DER
UIIIT UEIGHT
( PCF)
7
7FC
e8
?8
28H
?8H
?-t7 -94
?-17-94
2-t7-94
3-10-94
3- 10-94
3-10-94
3-10-94
95,000
9/,000
97.500
6.00
5.99
6.03
?8.?t
28. 18
28.56
3360
3440
3410
shear
snea r
shear
DESIGII STRE]{GTH 4OOO PST O 28 DAYS
TESTS BY LABORATORY PERSOTIHEL ARE III ACCORDATICE !'ITH APPLICAELE AST}I I,IETHODS UI{LESs OTHERVIsE I{OTED
SO}IE IIIFORI,IATIOI{ OF TEST REPORT I'IAY 8E PROVIDEO BY OTHERS
REIIARKS:lX Daraset acce'lerater
C()PIES: R.A, ilelson & Associates, Inc.;
Town of Vail; llestern llobile;
J V A, Inc.; Gwathney Pratt Schultz;Carolyn Adams Bobby J. Hays
FIELD OBSERVER APPROVEO BY
o
CHEN-NORTHERN, INC.
COIISULTitI6 EIIGIIIEERS AI.ID SCIEIT I STS
REPORT OF CONCRETE TEST CYLINDER DATA
A3 a rutu.l protactlon to cll.nts, tha publlc and ourralv.a, rll rcport..ra subr||lttad !3 th. confldl.ntl.l proP.rty of
cllcnt.r, lnd ruthorlzatlon tor public.tlon ot st.t.mcnti, Conclu3lon5 oi.xtrictr from or regardlng ouF r.Portr It i.t.Fv.d
pcndlnE our. wrltt.r .pprov.l. Saitpl.r r'|ll ba di3pos.d ot rtt.r ta3tlng l3 compl.t.d unl.33 oth.r .rr.ng.nnnt3 !gr..d to
ln wFltlng.
A m.orbar Af th. !!! gFouD of coriprnlr3 For[ l|o. C[fEl13 6/91
T0: MECII Enterprises JOB t{0- 4 178 93-3 0ATE: 2-11-94Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F 1Vail, C0 S1658-3149
PR0JECT: Liftside Building, east of llesthaven Drive and l{estin Hotel, South Frontage Road Vest, Vail, Colo,
PLACEMEI{T LOCAT I OI{:lJal I on L llne from P.6 to 19 line
BATCH TICKET ]I{FC'RI'IAT I OlI SUPPLIER: Yestern Mobile
TRUCK r{0. 150 rrcKET ilo. 011241 MIX 0ESI6N ilo. 39
TII.IE BATCHED: 7I4I TIIITE ARRIVED: 8:I5 TIME PLACED: CU.YD.LOAD/ACCW: 7/I4I?L
FIELD TESTIIiG I }IFORI'IAT I O}I SAI4PLE TE}'|P: 67"F AIR TEIIP: I5"F
TIIIE TEST TAKEN: 8:45 SLUHP: 2 l/2lll. AIR C0I{TE1{T:5.4 X l,nT Ul{lT }JEI6HT:
JOB SPICI|ICATiONS: SLUI'IP: 4 II{. AIR C0l{TEt{T:4-8 % UATER ADDED AT SITE GAL.
CYLINBER ITIFORI4ATIOII
l{0. 0F CYLIIIDERS: 7 CYLII1DER SIZE: 6"x 12" TIl,lE CYLITIDERS CAST: 8:55 }IHERE CAST: 0n-Site
CURI NG I IIFORI'IATIOt{
INITIAL CURE: ?4 hours 0n-Slte
DATE RECEIVED AT LAB; ?-!Z-94
FIELD SToRAGE FACILITIES: heated trailer
BY: C.A.t{t r{/ilAx
AGE
t)AYS
OATE
TESTED
TOTAL IOAO
(L8s)
OI AI'IET ER
( ilcHEs )
AREA
(sQ rri)
c.ot'tP . 9TR .
(PS1)
TYPE OF
FRACTI,IRE
CYL II{OER
I.IEI6HT
(LBS)
CYt IIIOER
I,IIIIT UTIGHT
(PcF)
7
7
rtv
28
28
28H
?8H
2- 18-94
e-18-94
?-18-94
3-1r -94
3-ll-94
3-11-94
3-ll-94
112,000
1 15,000
125.000
5.98
f. vv
5.98
e8. 09
28.15
28.09
3990
4080
4{50
con,/shear
shear
conlshear
DESIGII STRENGTH 4OOO PSI 8 28 DAYS
TESTS 8Y LAEORAIORY PERSOI{I{€L ARE ItI ACCORDAT{CE UITH APPL1CABLE ASTI.I I.IETHOOS UiILESS OTHERI,ISE I{OTEO
SO}IE II{FORMATIOII OF TEST REPORT HAY 8E PROVIDED 8Y OTHERS
RE}IARKS:lX Daraset
COPIE5: R.A. llel son & Associates, Inc
Town of Vail; Uestern lilobile;
J V A, Inc.i cwatlrney Pratt Schultz Carolyn Adams Bobby J. Hays
FIELD OBSERVER APPROYED BY
tlu, sd srr a$8, LETTEfuF TRANSMITTAL
Dl:E L-79-?+ | ;oaruo. ?Zl7
TO: TO,U. IAT.LD, D€VT.
f)n,-' .\rt+t cK
RE A tFrsrp€
WE ARE SENDING YOU Er Athched E/ Via U'5. fiIn,-the following items:
! Specificationsn Snop drawings tr
! Copy of letter !
Prints/sepias
Change order
Plans
Originals
Samplesu
!
!
!
coPrEs DATE NO.DESCRIPTION
/z-7+?4 q /-'rr <?r),u(J fc:tv Cta'u zF' /4o, fllel Z l4TlO
/L74- ?4 frX- 4q nil(J F,wt^FlsErnErvT ustTH tw z-l-lfr- s)rll'FTj
THESE ARE TFANSMITTED as checked below:
n
n
n
n
!
!
n
tr
For approval
For your use
As requested
Approved as submitted
Approved as noted
Returned ior corrections
Pt For your records
D Revise and resubmit
E For review and comment
! PRINTS RETURNED AFTER LOAN TO US
FOR BIDS DUE 19
REMARKS
lf snclosures an nol as notsd, kind,y notity us at once.
t
CONSTRUCTTON CHANGE
AUTHORIZATION
AIA DOCUMENT G713 (lnstructions on reverse side)
Owner
Architect
Consultant
Contractor
Field
Other
tr
E]
trtr
tr
tr
PROJECT: LIFIISIDE
(name, address)
OWNER: MECI{ ENTERPRISES
TO: R.A. NELsoN & AssocrAtns(contractor) P.o. DRAWER 5400
AVON, CO 81620
CONTRACT FOR: CONSTRUCTION OF
I,IFTSIDE PROJECT
CONSTRUCTION CI.IANGE
AUTHORIZATION NO; 9
DATE OF ISSUANCE: 2-24-94
ARCHITECT: GI{ArSMSY / PRATT/ SCHULTZ ARCIII:IEC'
]OOO SOUTH FRONTAGE ROAD WEST
vArtJ, co 81657
ARCHITECT5 PROJECT NO: 9219
In order to o<pedite the Work and avoid or minimize delays in the Work which may affect Contract Sum
or Contract Time, the Contract Documents are hereby amended as described below. Proceed with $is
v'rlork promptly. submit final costs forwork involved and change in contract Tlme (if any), for inclusion
in a subsequent Change Order.
Description:
As described in Proposal Reguest No. 61 and drawing AX-49, provideshaft wal1 construction to encase ductwork that passes through2-hour shaft construction.
AttaChmentS: Q1e!,/c intcn litttr,g ol dcxjj|'/rraott th.a tuppot. detctiption.l
The following is based on information provided by the Contractor:
Method of Determining Change in the Contract Sum:
{lurap sum, unit prices, coet plus fee or other}
deys
tr
tr
tr
Fixed
Btimated
fl Fixed
Itr Estimated )
E r"raximum )
Change in Contract Sum
of$ *
{r f" gt DETEtLtuttnrEt>
Change in Contract Time
ot
BY BY BY
Archi Date Contnctor
ewathfi-ey / prat{ / scnu t t zArchitects. P.C. MECM Enterprises R.A. Nelson & Associates
AIA DOCUMENT G'I3 ' CONSTRUCTION CHANCE AUTHORIZATION ' MARCH 1979 EO]TION ' AIAC
@1979 r THE AMERTCAN rNsrtrurf oF ARcHrrEcrs, 1735 Ntw yoRK AvE., N.w., wAsHrNcToN. D.c. 20006 G713 -1'!m
l.
6?Ft+t oFl
FtFFflacoplnr6
coNaP€TE Ft oo(L5Ub
INb0LRTED
PRoy|pe 2-He.
SflRFT <ort6TTo gtlareo6
Duc.tc.raptc-
TlPtcnL z-ng.5Hqff coptT.*
l
DU6
l^llTt-t ll-l
l't] = lLol
2-Z+ - 1+
o
RTHERN, INC.
COI{SULTI IIG EI{GII{EERS AIID SCIENTISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: l,tECll Enterpri ses JoB lilo. 4 178 93-3 DATE: 1-26-94Attn: Eustaqulo gortl na
P.0. Box 3149 SHEET I 0F 1Vail, C0 81658-3149
PR0JECT: Liftside Euilding, east of Uesthaven Drive and llestln Hotel , South Frontage Road llest, Yail, Colo.
PtACEllEl{T L0CATI0I{; Stair core Al
EATCH TICKET II{FORMATIOI{ SUPPLIER: llestern llobile
TRUCK N0. 161 TICKET ilo. 0l 1099 l'tIX DESI6i{ N0.
TIIfE BATCHED: 10:27 TIiIE ARRIVED: L0:47 TIiIE PLACED: 11:00 CU. YD. LOAD/ACCU}i:
FIEL0 TESTIT{G MF0Ri|ATIOI{ SAi|PLE TEiIP: 65"F AIR TEIIP: 30'F
TIIIE TEST TAKET{: 11:14 SLUMP: 4.0 It{. AIR C0l{TEt{T: % !/ET UlllT UEI6HT:
JOB SPECIF ICAT IOtlS: SLUIIP: It{. AIR C0I{TENT: U VATER AD0ED AT SITE GAL.
CYLIITDER I NFORTIAT I OII
0. 0F CYLIfloERs: 7 CYLIi{DER SIZE: 6"x 12" TIME CYLITIDERS CAST: 1l:?4 IIHERE CAST: on-Site
CUR I IIG I t{FOR}IATIOI{I ITIAL CURE: 24 hours 0n-Site FIELD STORAGE FACILITIES: heated trailer except
0ATE RECEIVEo AT LAB: 1-28-94 8Y: C.A. l,llN/HAx field cure cyl .
A6E
DAYS
DATE
TESTED
TOTAL LOAD
(L8S)
D I AI'IE TER
( INCHES)
AREA
(sQ r1{)
c0t1P. sTR.
(PSr )
TYPE OF
FRACTURE
CYLIIIDER
IIEI6HI
(LBs )
CYL IIIt,ER
UIII T IJEI6HT
( PcF)
l*
28
28
28H
28H
7
7
?-2-94
2-2-94
2-2-94
2-23-94
2-?3-94
2-23-94
z-23-94
116,500
118 ,500
l2t,000
152,000
145,000
147 ,500
150.000
6.05
5.99
5.99
5.98
6.00
5.99
5.98
28.75
28.18
28. 18
28.09
?8 .?7
?8. 18
?8.09
4050
4?10
4?90
5410
5150
5230
5340
shear
snear
con / shear
shear
shear
shear
shear
DESIGI{ STRENGTH 4OOO PSI € 28 DAYS
TESTS 8Y LAE0RAIoRY PtRSol{t{EL ARE Il{ ACCoRDAI{CE yITH APPLICABTE ASTl'l IIETHoDS UIILESS oTHERUISE ll0TED
SOI'IE II{FORI,IATION OF TEST REPORT I,IAY BE PROVIOED 8Y OTHERS
REMARKS: 1% non chloride accelerater added to mix.* Field Cure test cyl inder was placed in area nhere concrete was placed (stair core Al at elev.)
for 48 hours.
COPIES: R.A. elson & Associates, Inc.;
Town of Vai I ; llestern l,lobi l e;
J V A, Inc-; Gtdatfmey Pratt Schultz;Carolyn Adams Bobby J. Hays
F]ELO OESERVER APPROV€D 8Y
Ai . mutu.l protcctlon to cllehts,.th€ publlc rnd our.alv.s, r'll reporteclients, and ruthorlz.tion for Dsbllcatlod ot ltatqi.nt3. Concluslons orperdir|g our rrltten rpprov.l. S.mpl€s rlll be dlapoiad ot .fter teitlngln wri t I ng.A meE&rr of the !:! sroup of comprnl€s
.r€ submitted .r th. confldl€ntlll proparty ot
cxtracti from or r.gafdlng o|rr r €port3 ls rara!'vedls compl€tcd unles! othcr arrlngdn€nta agra€d to
For'! fto, Cl{€1134 5/91
CHEN.NORTHERN, INC.
COI{SULTIIIG E1{6I]{EERS AI{O SC I ENII STS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: ttECl,l EnterDrises JOB l{0. 4 178 93-3 DATE: l-28-94Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F IVail, C0 81658-3149
PR0JECT: Liftside Building, east of llesthaven Orive and llestin Hote'l , South Frontage Road l{est, VaiI, Colo.
PLACEl.lEtlT L0CATI0Ii: Slab at Unit C-52
EATCH TiCKET I t{FOftt.IATIOI{
TRUCK 0. 150
IIME EATCHED: 9:28
TtcKEI lr0. 01119
TIIIE ARRIVED: 9:55 TIME
SUPPLIER: tJesiern l,bbile
HIX DESIoN l{0. 84000
PLACED: l0: 18 CU.YD.LOA0/ACCU!4: 7ll4l28!
FIELO TESTIIIG INFORtlATI0ll SAI{PLE T .IP: 64'F AIR TE}IP: 30'F
TIf,fE TEST TAKEN: lQ:?Z SLUIIP: 5 3/4 IN. AIR C0NTEIIT: 5.6X UET UNIT lfElGlll: 136.0
JOB SPECI FICATI0IIS: SLUI{P: Itl. AIR [Ot{TEl{T: I I{ATER AD0E0 AI SITE 6641.
CYL I I'IDER I t{FoRl'lATI0N
1{0. 0F CYIII{DERS: 7 CYLINDER SIZE: 6"x 12" TIME CYLIIIDERS CAST: 10:32 IIHERE CAST: On-Stte
CURIN6 I f{FORtlAT I Ot{
I1{ITIAL CURE:24 hours 0n-S i te
DATE RECEIVED AT LAB: 1-29-94
FIELO ST0RAGE FACILITiES: heated trailer
BY: C.A.l,tIt{/ltAx
At'E
DAYS
DATE
TE STEO
TOTAL IOAO
(LBS)
D I AI.IETER
( ilrcHES)
AREA
{sQ Iil)
col.tP. sTR.
(Psr )
TYPE OF
FRACTURE
CYLI NDER
TIEIGHT
( LBS)
CYI I]{DER
UIIIT }IEIGHT
( PCF)
7
1
FCl
u8
?8
28H
28H
?-4-94
?-4-94
2-4-94
2-25-94
2-25-94
2-?5-94
2-25-94
91,500
92 ,500
94,000
1?0,000
122,500
125,000
I 19 .000
6. 08
6. 00
6.03
6.08
6. 08
6.00
29.03
28 .27
28.56
29.03
28. t8
29.03
28 .27
3L50
3?70
3290
413 0
4350
4340
4210
shear
shear
shear
shear
shea r
con/shean
shea r
DESIGI{ STRE'IGTH 4OOO PsI O 28 DAYS
TESTS BY LABORATORY PERSOI{ilEL ARE III ACCORDAI{CE VITH APPLICAELE ASTM I.IETHOOS UI{LESS OTHERI.'ISE I{OTED
SOI.IE II{FORI{ATIOI{ OF TEST REPORT I,IAY 8E PROI'IDED 8Y OTHERS
REMARKS: 1% non chloride accererater added to this mix. Sample obtained
fron nixer truck di scharge.
Field cure cylinder near stair core south and v{est of unit C-5?.
COPIES: R.A. t{elson & Associates, Inc,;
Town of Val | ; ly'estern l'lobi 1 e ;
J V A, Inc.; Gvrathney Pratt Schultz;Carol yn Adams Eobby J. Hays
FIETD OBSERVIR APPROVEO 8Y
As q muturl protcctlon to cllent3, the publlc lrd ours€lvss, rlt report3 are submltt€d .s tha confldl€ntl.l Propeity of
cli€nts, .nd.uthoFl:rtlon for prbllcitlon o{ rt.tem.nts. Conclu5lons or e,(tracts fron or rag.rding our raPortt ls r.6trv.d
p€ndlng our rf'ltteh .ppt"ov!1. S.ftpl.i wlll b€ dllposcd of.ftcr tc3tlng is.omplet€d unlo3t oth.r arrrngdn nts lgrGGd to
ln !l|rl t lng.
A meltber ;f th. !I! sroup of comp.nies Font No. ct{Elr3A 6/91
CHEN-NORTHERN, INC.
COI{SULTII{G EIIGIIIEERS AI{D SCIEiITI STS
REPORT OF CONCRETE TEST CYLINDER DATA
A3 ! mututl protectlon to cllcnt.r th€ Fubtte.nd oursalvosr rll report3 are submittcd.r th. confld{entl.l proplrty ofcli.nts, and a{rthotlzttion for ptrbllc.tlon of ltat.m€nts. Concluslons or extructs from or reg.rdinq our reports li r.rcrvedpcndlng-our [rlttan .pProvrl. SrnFl€E l{lll bc dlspo3od ot !ft!r t.stlng ls completed unI€ss;ther irrangcrncnts lgrc.d toin writlng.
A mcmb€r of th. !I! group of companles Forin No- C$8113A 6/91
T0: l{ECil
Attn
P .0.
Vai 1
PROJECT:
Enterpri ses
Eustaquio Corti na
8ox 3149
c0 81658-3149
Li ftsi de 8ui I di ng,
JOB 1{0.178 93-3 OATE:1-31-94
SHEET 1 OF T
Road Uest, ValI, Colo.east of llesthaven orive and llestin Hotel South Frontage
PLACEtilEllT LOCATI0ll :Footing pads at grid lines 0 & P,6.
BATCH TICKET I t{F0Rl'{AT lOt{ SUppLIER: hlestern Hobile
TRUCK l{0. 16l TICKET 0. 01u34 iltx DESIGil lto. #39
TIl,fE BATCHED: 1:05 TI}IE ARRIVED: L:20 TI}{E PLACED: l:54 CU.YD.L0A0/ACCUil:
FIELO TESTIilG II{FORI{ATIOiI SAT1PLE TE}1P: 58"F AIR TEI.IP; 5 "F
TIIIE TtsT TAKEI{: z:04 slul'lP: 4 ltt. AIR cot{TEflT: 6.au vET uxIT UEI6HT: 135.2
JOB sPECI FICATIOI{S: $LUl,lP: Ill. AIR cOt{TEt{T: I UAT€R ADOED AT SITE GAL.
CYLII1DER II{FORMATION
tlO. 0F CYLII{OERS: 7 CYLIIIDER SIZE: 6"x 12" TIME CYLII{DERS CAST: UHERE CAST: 0n-Site
CURIllc IllF0RtlATIoN
IIIITIAL CURE: ?4 hours On-Site
DATE RECEIVEO AT LAB: 2-2-94
FIELD ST0RAGE FACILITIES: heated trailerBY: F. P.l' t{/l.,tAx
A6E
DAY S
DATE
TESTED
TOTAL LOAD
(LBs)
DIAtlETER
( It{cHES)
AREA
(sQ ilr)
c0HP. sTR.
(Psr )
TYPE OF
FRACTURE
CYTINOER
lIE I GHT
(LBs )
CYLI I{DER
UNIT IIE IGHT
(PcF)
FC7
28
?8
?8H
28H
?-7-94
2-7-94
?-7-94
2-28-94
2-?8-94
z-?8-94
2-28-94
107,500
102,000
107,000
133,000
132,500
139,000
138.000
6.07
6.05
6.08
6.07
5.99
6.07
5.05
?8.94
28.75
29.03
28.94
28. 18
28.94
28.75
3 710
3550
3690
4600
47 00
4800
4800
shear
shear
snear
con/shear
con/shear
con/shear
con/shear
DESI6I{ STRET{GTH 45OO PSI O 28 DAYS
TESTS BY LABORATORY PERSOI{NEL ARE ]N ACCORDAI{CE UITH APPLICABTE ASTI,I I'IETHODS UiILESS OTHERUTSE IIOTED
SOI'IE Ii{FORMATION OF TEST REPORT I,IAY BE PROVIDEO BY OTHERS
RE}ORKS :1% non chloride accel erater added to nlx.
Field cure cylinder placed with concrete on site.
COPIES: R.A. l{elson & Associates, Inc.;
Tovrn of Vai I ; lfestern l,lobi I e;
J V A, Inc.; Gwattmey Pratt Schultzi Carolyn Adams Eobby J. Hays
FIELD OBSERVER APPROVEO BY
CHEN.NORTHERN, INC.
COI{SULTI I{G ETI6IilEERS AI{D SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
43. mutull Protcctlon to cllentBi th€ publlc and our6.lves. !Il reports .re submltted as the confldlentl.l p!.opcrty ofcllantt, and .qthorlz.tlon for publlcrtlon ot st.tdn.nts. Concluslon3 or €xtracts lrorr or. t-€glrdlng our r€port3 Ir rciGrvcd
P.ndlng our vrrltt€n approval. S.llplca |{lll b€ dlrpo5ed ol .ft€r t€itlng ls co!trplctsd unless othc!. 6ir.ang.m.nt! igr..d toln wrltlng.
A memb.r of the HIH group of compdrlG3 Forll| lto, CtlEll3A 6/91
T0: l{ECll Enterprises JOB t{0. 4 t7B 9B-3 DATE: 2-17-94Attn: Eustaqujo Corti na
P.0. 8ox 3149 SHEET I 0F IVall, C0 81658-3149
PR0JECT: Llftside Building, east of festhaven Orlve and Uestln Hotel , South Frontage Road Uest, Vaii, Colo.
PLACEIIEIIT L0CAII0 : Floor slab. Unit 841
EATCH TICKET I llF0RllAT I0l{ SUPPLIER: Uestern l{obile
TRUCK t{0. 189 TICKET l{0. 011261 HIx D€SIGti N0. 44
TlllE BATCHED: 9:12 TII'IE ARRIVED: 9:20 TIHE PLACED; 10:23 CU. YD. LOAD/ACCu|'| | 7128
FI€LD TEsTIl{G I IIFORITAT IOI{
TlilE TEST TAKEil: l0:2?
JOB SPECI FICATIOT{S:
SLUIIP:41/4 It{.
SLUI{P: 4 I tl.
SAMPLE TEHP:
AIR C0llTEl{T: 5 %
AIR C0NTEIIT: llax 3%
"F AIR TEIIP: 'F
llET UflIT tIEIGHT: 142.3
I,IATER ADDED AT SITE 8 6GAL.
CYL I NDER I IIFORI.TATIOI{
t{0. 0F CYLINDERS: 7 CYLI|{OER SIZE: 6"x 12" TIl,lE CYLII{DERS CAST: 10:30 UHERE CASI: 0n-5lte
CUR IIIG I1{FORI,IATION
I t{ ITIAL CURI: 24 hours
OATE RECETVEO AT LA8:
0n-Sl te
2-18-94
FIELD STORAGE FACI LiT I ES:
8Y: C.A.
Field next to poner
6 in. heated field
r,r r N/r'rAx
sl ab
trai I er
A6E
DAYS
DATE
TESTEO
TOTAL LOAD
(LBSI
D IAI.IETER
(rilcHEs)
AREA
(sq Iil)
COMP. STR.
(PSr)
TYPE OF
FRACTUR€
CYLI IIOER
YE ICHT
(LBs)
CYL II{OER
UXIT fE I6HT
( PCF)
7
rv ,
z8
e8
28H
28H
?-?4-94
2-24-94
?-?4-94
3-17-94
3- l7 -94
3- 17-94
3- l7-94
105,000
100,000
98,500
6. 09
6.06
29.13
28.75
28.84
3600
3480
3420
shear
shear
shea r
DESIGl{ STRETIGTH 4OOO PSI G 28 DAYS
TESTS BY LAEORATORY PERSOI{]{EL ARE IN ACCORDAI{CE UITH APPLICABLE ASTI'I I.IETHODS UNLESS OTHER!'I5E IIOTEO
SOI.IE IIIFORI.IATION OF TEST REPORT I.IAY BE PROVIDED 8Y OTHERS
REI.{ARKS;l% daraset accelerater in mix.
COPIES: R.A. l,lelson & Associates, Inc
Toun of Vai l ; lJestern llobile;
J V A, lnc.; Gwattrney Pratt Schul tz 8i1ly Barbour Bobby J. Hays
FIELD OESERVER APPROVED BY
CHEN.NORTHERN, INC.
CONSULTII{G Ei{GIIIEERS AIID SCI EI{T I STS
REPORT OF CONCRETE TEST CYLINDER DATA
As r lll|turl prot€ctlon to cllentsr ih€ publlc lnd ours.lv€s, nll rsport! nre rubmltt€d !5 thr cohfld{rntlrl FFoptrty of
cllent3t rnd.uthorlzatlon foi poblicrtion of st!t€h€nts. Conclutlons or Gxtrlcts frofi or r€grdiag our. ralort. lr rcBctvad
perdang cu'' wrJtt.n ,pprovrl. S!|npl.s l{Jll be dlspo!!d ot.ft.r tcstlhg l3 compl€ted unlc33 othar.rrrngan€ntt rgrccd to
in wrlting,
A m.mber ot thc llM group of comp.nlcs Fona No. Cl'lElt3A 6/91
T0: t'lECll Enterprises JOB 0. 4 i7B 93-3 DATE: 2-lB-94Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F IVail, C0 81658-3149
PROJECT: Liftside Building, east of Uesthaven Drive and ly'estin Hotel , South Frontage Road llest, Vail, Colo.
PLACEI.IEt{T LOCATIOI{ :Uall, grid line 19, L through Q 1ine.
BATCH TICKET il{F0Rl.lATI0ll SUPPLTER: llestern }lobile
TRUCK lr0. 114 TICKET t{0. 011271 ltrx 0EstGl{ ilo. 39
TIIfE BATCHED: 9:32 TIIIE ARRIVEO: 10:00 TIIIE PLACED: 10:25 CU. YD. L0AD/ACCIJ|| z 7l7l2l!
FIELO TESIIIIG I IIFORI.IAT I OII
TI}IE TEST TAKEII: 10:38
JOB SPECI F ICATIOI{S:
SlUlilP:31/4 lll.SLUIIP: IN.
SAI.{PLE TEMP:
AIR COl{TEllT: 5.71
AIR C0l{TEilT: L
7tF AIR TEiIP: 257
lrtET UlllT l{El6HT: 136.9
lirATER ADDED AT SITE 10 6AL.
CYL I I{DER II{FORI,IATION
l{0. 0F CYLII{DERS: 7 CYLIIIDER SIZE: 6"x 12" TI},IE CYLIT{DERS CAST: 10:48 I,/HERE CAST: 0n-Slte
CURIN6 II{FORIIAT]01{
INITIAL CURE: 24 hours 0n-Site
0ATE RECEIVED AT LAB: 2-19-94
FIELD SToRAGE FACILITIES: heated trailer exceDt field cure
8Y: ll. J.ut fl/r'ra(
A6E
DAYS
DATE
TESTED
IOTAL LOAD
(LBs)
D I A}IE TER
( I NCHES )
AREA
(sQ Iil)
cor,tP . sTR.
(PSr )
TYPE OF
FRACTURE
CYLIl{DER
IJEIGHT
(LBs)
CYL I]IDER
UI{ IT TEI6HT
( PCF)
7FC
28
28
28H
28H
z-2 5-9 4
?-25-94
2-25-94
3- i8-94
3-18-94
3 - 18-94
3-18-94
ll5,000
t 1?,000
I03 - 000
5.99
5.98
5.99
20. 18
?8.09
28. 18
4080
3990
3660
shear
shear
shear
t)ESIGN STRENGTH 4OOO PSI O 28 DAYS
TESTS 8Y LABORATORY PERSONI'IEI ARE II{ ACCORDAIICE }'ITH APPLICABLE AST}I HETHODS UI{LEsS OTHERUISE IIOTED
SOI{E I }IFORI'IAT I Ot{ OF TT5T RIPORT I.IAY 8E PRO'/IDED 8Y OTHERS
REIIARKS: lX daraset accereraten added to this mix. Sarnple obtained from mixer truck discharge.
COPIES: R.A. llelson & Associates, Inc
Town of Vai I ; |Jestern l.lob'i I e;
J V A, Inc.: Gwattrney Pratt Schu'ltz Carolyn Adams Eobby J. Hays
FIELD OgSERYER APPROYED BY
. *.$oo
CHEN-NORTHERN, INC.
COI{SULTItI6 E}IGI I{EERS AIID SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
cnd ourralv€3t all r€ports arc aubmitted 65 the confldiantial piopcrty of
statcmonts. Conclutlong or extr.cts fFom or i.gard{ng ouF l".port3 ll r"crv€d
dl6poscd of.ft€r tcttlng l3 cof,P'l.ted unless ;th€t' irrangeinentl !gr..d to
Fofrn No. CME113A 6/9t
I
.$$***'
T0: ltECl'l Enterpri ses JoB ll0. 4 178 93-3 DATE: 2-l-94Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F 2Vail, C0 81658-3149
PR0JECT: Liftside Building, east of l'lesthaven Drive and llestin Hotel , South Frontage Road llest, Vail, Colo.
PLACEI,IEi{T L0CATI0I|: Slab at unit C-52
BATCH TICKET Il{FoRl'lATIoll SUPPLIER: l{estern }lobi le
TRUCK 0. 150 TICKET t{0. 011140 iltX 0ESIGf{ 0. 44
TItfE MTCHID: 9:31 TIiIE ARRIVED: 9:55 TI]IE PLACED: 10:04 CU. Y0. L0AD/ACCUi,|: 7ll4lz8
FiELO TESII116 I]{FORI.IATIOI{
TIl,lE TEST TAKEN: 10:11
JOB SPECI F ICATI()I{S:
SLUl,lP: 3 3/4
SLIhIP:
I r{.
It{.
SAI.IPLE IEMP:
AIR COtlTEtlT:5.8 I
AIR C0tlT€t{T: %
57"F AIR TEI'IP: IOOF
UIT Ul{lT UEIGHT: 137.3
WATER ADOED AT SITE 3 GAL.
CYL IIIDER II{FORI.IATIOII
f{0. 0F CYLINDERS: 7 CYI I Ii,DER SIZE: 6"x lZ" TI$E CYLIIIDIRS CAST; 10:21 UHERE CAST: 0n-Site
CURII{G It{FoRtlATI0l{
I]{ITIAL CURE: ?4 houns On-Site
DATE RECEMD AT LAB: 2-2-94
FIETD STORAGE FACILITIES:
BY: C.A. M l li/llAx
AGE
DAYS
OATE
TESTED
TOTAL LOAO
(LBs)
D IAI.{ETER
( rl{cHES )
AREA
(sQ Irl)
c0r1P . sTR.
(Psl )
TYPE OF
FRACTI'RE
CYL IIIDER
VE IGHT
(L8s)
CYL I NDTR
UIIIT I'EIGHT
(PCF)
7A
7A
FC 7A
284
284
28AH
28AH
2-8-94
2-8-94
2-8-94
3-1-94
3-l-94
3- 1-94
r02,000
99,000
112,500
138,500
138,500
136,000
131.000
5.99
5.98
6. 09
5.99
EOO
6.08
6.00
28.18
?8.09
29.13
28. 18
28. l8
29.03
28.27
362 0
3520
3860
4910
4910
4680
4630
snear
shea r
sheaF
con/shear
con/shear
con/shear
shear
0fsl6tt sTREitGTH 4000 psl s z8 oAYs
TESTS BY LABORATORY PERSOI{I{EL ARE IIi ACCOROANCE UITH APPLICABLE ASTI.I METHODS UIILESS OTHERI,'ISE i{OTED
sO}{E IIIFORHATIO]I OF TEST REPORT I.IAY BE PROV]DED BY OTHERS
REIIARKS: Another 4 gallon of water added after slump test was perforrned.
COPIES: R.A. Nelson & Associates, Inc
Town of Vail; Uestern tlobile;
J V A, Inc.; Gwatirrey Pratt Schultz Carolyn Adams Bobby J, Hays
FIELD OBSERVER APPROVED 8Y
A3 r rutu.l protcctlor to clfant!, th. publlc
cllcnti, and ruthorltatlon for publlc.tlon of
pendlng otrr wrlttan .pprov.l, Sntrpl.3 *lll btin wrltlng.
A mefibcr of th€ HIH grorp of cor||flnl€s
a
t
CHEN.NORTHERN, INC.
C()IISULTII{G EIIGII{EERS A]{D SCIEI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
A3 r tnstull Drotaction to clfuhttr the publlc rnd orrre]v.3r .ll reporta rr. submitted 13 th. confldl.nt{al proF.rty o'lcllentsr and luthoFlzat{on for psbllcatlon of strt.mants. Conclurlons or extrrct3 from or r.grrdlng our r.porti ls r.rcrv.dp.ndlng our srrltten.pprov.l, Srmpl.s rlll b€ dlspo3.d of !tt.r t€stlng is compl.ted unlca3 oth.r .rrangoncrts rgr.ed toln |rr{ t lng,
A heflb.r of thc HIH group ot cohp.ni.5 Form o. Cfi€ll3A 6/91
T0: l,l€Cl,l Enterpri ses JoB ll0. 4 178 93-3 0ATE: 2-l-94Attn: Eustaquio Corti na
P.0. Box 3149 SHEET 2 0F 2
Vai l, C0 81658-3149
PR0JECT: Liftside Building, east of lresthaven Drive and tfestin Hotel , South Frontage Road !est, Vail, Colo.
PLACEI.IE}IT LOCATIOT{ :llall, L line from P.4 to F.5.
BATCH TICKET lllF0Rl.tAll0tl SUPPLIER: llestern l{obl Ie
TRUCK t{0. 16l TTCKET ilo. 011149 r'rrx D€SIGI{ ilo. 39
TIitE EATCHED: l:56 TIiIE ARRIVE0: 2:20 TIl,lE PLACEO: 3:05 CU. YD. LOAD/ACCU,I: 717lf4!
FIELD TESTI}IG I]{F0RllATIOlt SAI|IPLE TEl,lP: 60"F AIR TEIIP: lO"F
TIl,lE TEST TAKEiI: 10:ll SLtllP: 2 3/4 It{. AIR C01{T€1{T:5.4 X VET UI{IT iIEIGHT:
JOB SPECI FICATI0I'IS: SLWP: It{. AIR C0]{TEI{T: % ITATER ADDED AT SITE 3 GAL.
CYt I ITDER I I{FORI.IAT I OI{
t{0. 0F CYLII{DERS: 6 CYLIIIDER SIZE: 6"x 12' TIIIE CYLIT{DERS CAST: |IHERE CAST: 0n-Slte
cuRtNG lIiF0RHATl0il
I1{IllAL CURE: 24 hours On-Site
OATE RECEMD AT LAB: 2-2-94
FIEL0 STORAGE FACILITIES; heated trailer exceDt for Field Cure
ilIt{/t'tAXBY: C.4.
AGE
DAYS
DATE
TE STEO
TOTAL LOAD
(LBs)
DIAI,IETER
( It{CHES)
AREA
(sQ il{)
coilP. sTR.
(PSr)
TYPE OF
FRACTURE
CYL II{DER
I'E I6HT
(LBs)
CYIIIIOER
uiltl tEI6HT
(PcF)
7g
FC 78
288
?88
288H
2-8-94
z-8-94
?-8-94
3 - 1-94
3- l-94
3- 1-94
I l7,500
120,000
118,000
154,500
1s2,500
154 .500
6.08
6.00
5.98
6.00
6. 08
5.99
29.03
24.?7
28.09
28 .27
29.03
28. 18
4050
4249
4200
5460
5250
5480
shear
con/shear
snear
con/sp l i t
con/sp1 i t
con/spl i t
DESICI{ SIREI{GTH 4OOO PSI O 28 DAY5
TESTS BY LABORATORY PERSOI{TIEL ARE I1{ ACCORDATICE I,'ITH APPLICABLE A5TI'I I.'IETHODS UI{LSSS OTHERYISE I{OTED
SOI,IE I IIFORI,IAT I OII OF TEST REPORT I.IAY 8E PROVIDED 8Y OTHERS
REI'IARKS: Pour was delayed, a crane tras needed to place concrete. lX non chloride accel erater added
to this mix. Sarnol e obtai ned fro concrete truck discharqe.
CoPIES: R.A. t{el son & Associates, Inc
Town of Vail; Uestern ilobile;
J V A, Inc.; Gwathney Pratt Schultz Carolyn Adams Bobby J. Hays
FIELD OBSERVER APPROVED BY
oa
CHEN-NORTHERN, INC.
COIISULTI I{6 EI{GIIIEERS AI{D SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As. nuturl prot€etlon to cll€ntr! the publlc .nd ourr€lv€s, !ll r€ports ar€ submltted rs the confldlentlsl proparty ot
cll.nts, rnd .uthorl:atlon for publlcation of stlt.mcnt3. Concluslohs or c,(tracts tro|o or r€grrdlng our rcPorts lt rca.rved
ps.dlrg our wrltttn apgroval. Slrr|Fles wtll bc dt3po3ad of rfter testlng ts cofifl€tad unless other arrrngeircnt3 6gr.e(l to
in wrl t loo.A m.mblr ;f th. E!! group of comprnl!! Form No. CtlEll3A 6/91
T0: llECll Enterprises JOB ll0. 4 178 93-3 DATE: 2-2-94Attn: [ustaquio Corti na
P.0. Box 3149 SHEET 1 0F 1Vail, C0 81658-3149
PR0JECI: Llftside Building, east of yesthaven Drive and llestin Hotel , South Frontage Road Uest, Vai1, Colo.
PLACEMENT L0CATION: Slabs for penthouses in Units C-51 and C-52 at Level 95.9.
EATCH TICKET I l{FoRl,lAT I0l{ SUPPLIER: }lestern i{obile
TRUCK ilo. t14 TTCKET iro. 0111s4 t'tIX DESIGIi N0. 44
TIl,lE EATCHED: 8:50 TIiIE ARRIVED: 9:10 TIIIE PLACED: 9:40 CU. YD. L0A0,rACCul{:
FIELO TESTIIIG Il{F0Rt'lATI0t{ SAI,IPLE TEIIP: 5l "F AIR TEI{P: 10"f
TIME TESI TAKEI{: 10:08 SLUI'IP: 5.0 lll. AIR C0llTEt{T: 6.3% l,rET UI{IT UEIGHT: 135.6
J08 SPECIFICATIOI{S: SLUIIP: Il{. AIR C0tlTEl{T: X }TATER ADDED AT SITE 5 6AL.
CYLIIII)ER I }IFORI,IAT IOII
N0. 0F CYLITIDERS: 7 CYLIiIOER SlZE: 6"x 12" TII4E CYLINDERS CAST: l0:28 I{HERE CAST: 0n-Site
cuR It{6 r r{FoRr.tAT I0t{
IiIITIAL CURE: 24 hours
DATE RECEIVED AT LAB:
on-Si te
?-4-94
FIELO
8Y:
ST0RAGE FACILITIES: heated trai I er
r{.J. ilIit/ttAx
AGE
OAYS
DATE
TE S TED
TOTAL IOAD
(LBs)
DIAT.IETER
( r]{cHES )
AREA
(sQ Il{)
c0fiP. sTR.
(PSI )
TYPE OF
FRACTURE
CYLII{DER
YE IGHT
(LBs)
CYLIIIDER
UI{IT UEI6HT
( PcF)
7
7
7FC
28
28
28
28H
z-9-94
?-9-94
2-9-94
3-2-94
3-2-94
3-2-94
3-2-94
88,500
88,000
9e,000
1e4,000
116,000
114,500
120,500
O. UY
5.99
5.98
5.99
6. 08
5.99
6.03
?9.13
28. l8
28.09
28. l8
29.03
28. l8
28.56
3040
3120
3 280
4400
4000
4060
4220
snear
shear
s near
con/shear
sneat
shear
DESIGT{ STREI{GTH 4OOO PSI € 28 DAYS
TESTS BY LAEORATORY PERSOI{I{EL ARE IN ACCORDAI{CE I/IIH APPLICABLE ASTI,I I.IETHODS UI{LESS OTHERVISE ilOTED
SOI.IE I}IFORHATION OF TEST REPORT I.IAY BE PROVIDEO 8Y OTHERS
RII{ARKS:lI non chloride accelerater added to this mix.
COPIES: R.A. l{elson & Associates, Inc
Town of Vai I I Uestern l'{obi I e;
J 1/ A, Inc.; Gwatlmey Prati Schultz Carolyn Adams Bobby J. Hays
FiELD OESERVER APPROVEO BY
oa
CHEN.NORTHERN, INC.
COI{SUITI I{G EtIGIt{EERS AND SCIEl{TISTS
REPORT OF CONCBETE TEST CYLINDER DATA
As a iutu.l protcctlon to clllnts, the publlc.nd oursGlvesr dll reports 6rc submltt€d.a tha confidlentl{l prop.rty ofcll6nt!' .nd duthorleation fo!'publicatior of statcmcnts. Concluaiof6 or axtracts tro or frgcrdlng our rapoFt3 lB rasarv€dp€ndlng our *rltt.n approval. Sampl.s r{lll bG dlsFoscd of efter t.3ting l3 complet€d unl.!s athlr irrangcmentr agrced toln wrl t'l ng.
A m€nbGr of thc HIH gr.up of compani€s Forrn o, CHEll3A 6/St
T0: l,lECll Enterprises JoB NO. 4 178 93-3 DATE: 2-3-94Attn: Eustaqui o Corti na
P.0. Box 3149 SHEEI f 0F IVail, C0 81658-3149
PR0JECT: Liftside Suilding, east of llesthaven Drlve and l,lestin Hotel, South Frontage Road Vest, Vail, Colo.
PLACEI.IEIIT LOCATIOII :tlal I on L Line
BATCH TICKET ll{FoRilATI0lt SUppLIER: ltestern ilobile
TRUCK ilo. 150 TICKET t{0. 011178 iltx DESIGT{ O. 39
TIifE BATCHED: 3:05 TIIIE ARRIVE0: 3:30 TIttE PLACEO: 3:42 CU. Y0. LOAD/ACCUI|:
FIETD TESTIIiI6 II{FORI'IATIOI{
TI}IE TEST TAKEiI: 3:52
JO8 SPEC I F ICATIOIIS:
SLlJllP: 4.0
SLUilP: 4
It{.
ti{.
SAIIPLE TEIIP:
AIR C0l{TEllT: 6.11
AIR C0 TE T: 4-816
58T AIR tE P; 25"F
l{ET Ul{lT IIEIGHT: 136.9
UATER ADOEO AT SITE 6AL,
CYL I IIOER INFORI.IATIOI{
1{0. 0F CYLINOERS: 4 CYLIIIOER SIZE: 6"x 12" TIIIE CYLITIDERS CAST: 4:02 UHERE CAST: On-Slte
CURII{G I I{FORI.{ATI OI{
ILITIAL CURE: 24 hours On-Si le
OATE RTCE MD AT LAB: 2-4-94
FIETO STORAGE FACIL ITIES:
BY : l'l I l{ /llAX
AGE
DAYS
DATE
TESTED
TOTAT IOAD
(L8s)
DTAXETER
(lllcHEs)
AREA
(sQ il{)
co|tP . sTR.
(Psr )
TYPE OF
FRACTURE
CYL I I{ DER
IJE I6HT
(L8S)
CYLIIOER
UI{II IJEl6HT
(PcF)
7
7FC
ao
?s
28H
28H
2-10-94
2-10-94
2- l0-94
3-3-94
3-3-94
3-3-94
3-3-94
1I1,500
119,500
89,500
156,500
157,000
152 ,000
154 .000
5.99
6. 08
6. 07
6.00
6.09
b_ u9
5.99
28. 18
29 .03
28.94
28 .27
?9. 13
29. 13
28. 18
3960
412 0
309 0
5540
5390
5220
5460
snear
con,/shear
shear
con/.spl i t
con/spl i t
con/spl i t
con/spl i t
DESIGII STRE GTH 4OOO PSI G 28 DAYS
TEST5 8Y LAEORATORY PERSOI{I{EI ARE II{ ACCORDAI{CE Y]TH APPLICAELE ASII.I T'IETHODS UI{IESS OTHER!'ISE
'IOTEDSOI.IE I]{FORIiIAT I O}I OF TEST REPORT I{AY 8E PROVIDED 8Y OTHERS
RE}tARKS:lX Daraset accelerater.
COPIES: R.A. Nel son & Associates, lnc.;
Town of Yai I ; llestern }lobi I e:
J V A, Inc.; Gwatimey Pratt Schultz;Carolyn Adarns Bobby J. Hays
FIELD OBSERVER APPROVED BY
CHEN.NORTHERN, INC.
cotisulTlt{G EllGmtERS Al{D ScIEilTISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As . q\utu!l protectlon to clilnis, the publtc ind ourr.lves, rll repoFtt are subnlttad .3 the.onfldl€ntlrl prop.rty of
cllenti, .hd ruthorl..tion tor publlcltlon ot statemcnt3. Concluilons or.,(tr.ct3 frofi or rcg.r"dlng our raportt {5 ret.rvad
Flnding our $rltt.n .pprolrt. S!|lD1es wlll be dlspored ol .fter tcst{ng l3 conplet.d u'|lG33 oth€r arr.ngcmcnt3.gr.€d to
i?l wrltlng.
A n'qnher of th! llg grouF ot coriF.n{es Fonn No. CMEll3A 6/91
T0: l,lECll Enterprises JOB t{0. 4 178 93-3 DATE: 2-16-94Attn: Eustaquio Corti na
P.0. 8ox 3149 SHEET 1 0F IVail, C0 81658-3149
PR0JECT: Ltftside Butlding, east of Uesthaven Drive and Vestin Hotel , South Frontage Road |lest, Vail, Colo.
PLACETIEIIT LOCAT IOI{ :lJal I on L Line
BAICH TICKET Il{F0Rl,lATI0fl SUPPLIER: t{estern }lobl le
TRUCK ilo. 161 TICKET 0. 0t 1257 l,tIX oESIGI{ t{0. 39
T !f,lE BATCHED: 11:10 TIHE ARRIVEO: 1l:30 TI|IE PLACEO: l?:05 CU.YD.LOAD/l[CUll: 7114/?I
FITLD TESTIi{G I llFORllAT I0l{ SAMPLE TEHP: 65"F AIR TEiIP: 35"F
TII{E TEST TAKEH: l?:11 SLUI{P: 3 l/4 I1{. AIR C0tlTEl{T: 6.lX l{ET UI{II I/EIGHT:
JOB SPECI F ICATIOI{S: SLUIIP: IN. AIR C0l{TEl{T: X ITATER ADDED AI SITE 6AL.
CYLII{DER I I{FORI.{AI I OII
tlO. 0F CYLII{DERS: 7 CYLIII0ER SIZE; 6"x 12" TIME CYLIT{DERS CAST: 12:21 YHERE CAST: 0n-Site
CURItlo I N FoRt'lAT I0l1
I|{ITIAI CURE: 24 hours On-Site FIELD ST0RAGE FACILITIES: heated trailer except
DATE RECEIVED AT tA8: 2-17-94 8Y: fl.J. M I t'lll'lAX field cure cyl .
46E
DAYS
DATE
TESTED
TOTAL LOAD
(tBs)
DIAMETER
( I r{cHES )
AREA
(sQ It{)
c0r'tP . sTR .
( PSj )
TYPE OF
FRACTURE
CYLTNOER
I'lE I6HT
(L8s)
CYt ITIDER
UI{IT I'E IGHT
( PCF)
7
1
7*
z8
ao
28H
28H
2-?3-94
2 -23 -94
2-23-94
3-16-94
3-16-94
3- 16-94
3-16-94
r07 ,500
117,500
r20,500
5.99
5.98
5.99
28. l8
28.09
?8. t8
3 810
4180
4280
shear
snear
shear
DESIGII STRIiIGTH 4OOO PSI O 28 DAYS
TESTS BY LABORATORY PERSOI{IIEL ARE JN ACCORDA CE VITH APPLICABLE ASTI,I I.{ETHODS UITLTSS OIHERUISE NOTEO
SOfiT I IFORI'IAI I OI{ OF TEST REPORT I.IAY 8E PROVIDED BY OTHERS
REMARKS: li( daraset accererater added to nix,* Field cure cylinder: cy1 inder cured along with concrete pour for 48 hours.
COPIES: R.A. l{elson & Associates, Inc
Town of Val i ; ltlestern l,lobi 1e;
J V A, lnc.; Gwatincy Pratt Schultz Carolyn Adams Bobby J. Hays
FIELD OBSERVER APPROVED BY
CHEN.NORTHERN, INC.
co suLTlltc El{6t ltEERs Atio SctEilTIsTs
REPORT OF CONCRETE TEST CVLINDER DATA
T0: ilE0l,l Enterprises JOB 0. 4 I7B 93-3 DATE: 2-24-94Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I OF t
Vai l, C0 81658-3149
PROJECT: Liftside Buiiding, east of llesthaven Drlve and Uestin Hotel , South Frontage Road Uest, Vail, Colo.
PLACEIiEI{T LOCAT lOtl: llall on L line between grid lines 19 and Pl0, upper'tift
BATCH TICKET lllFoRttATlot{ SUppLIER: t/estern ilob.ile
TRUCK 0. 150 TICKET 0. 01 1292 t'ttx DESIGN t{0. 39
TIIIE BATCHED: 10:52 TIIIE ARRIVED: 1l:20 TIIIE PLACED: l1:23 CU. YD. L0AD/ACCU}|:
FIELD TESTII{G INFORI.{ATIOI{ SAMPLE TEilP: 53"F AIR TTT,IP: 25'F
Tll{E TEST TAKET{: 11:34 SLUI'IP: 4 11? Ill. AtR C0llTEtlT: 6.11 UET UI{IT ttEI6HT: 136.9
JOB SPECIFICATIOI{s: SLUl'lP: 4 Il{. AIR C0llTEt'lT:4-8 x ITATER ADDED AT SITE 6At.
CYLII{DER I I.IFOR}IAT I OI{
tfO. 0F CYLII{DERS: 7 CYLIiI0ER SIZE: 6"x 1?" TI}IE CYLIIIDERS CAST: l!:44 I'IHERE CAST: On-Slte
CURII{G IIIFORIIATIOI{
II{ITIAL CURE: 24 hours On-Site
DATE RECEIVED AT LA8: ?-?5-94
FIELD SI0RAGE FACILITIES: trailer except for field cure cylinder
8Y: C.A.MIt{/HAX
A6E
DAY S
DATE
TESTEO
TOTAL L()AD
(LBS)
D I AI.IETER
( r NcHES)
AREA
(sQ Ii)
CQt.lP . STR.
(PsI )
TYPE OF
FRACTURE
CYL I1{DER
IIEIGHT
(LBS)
CYL II{DER
UITIT UEIGHT
(PcF)
7
tEa
?8
z8
28H
28H
3-3-94
3-3-94
3-3-94
3-24-94
3-24-94
3-24-94
3-24-94
116, 500
123 ,000
114,000
6.08
6.00
6.00
29.03
28.27
?8.27
4010
43 50
4030
snear
s near
shear
DES16I{ STREI{GTH 4000 Pst 0 28 DAYS
TESIS BY LABORATORY PERSOIIi{EL ARE JII ACCOROAIICE YiTH APPLICASLE ASIH METHODS UI{LESS OTHERI.JISE IIOTED
SOI.IE IIIFORI.{ATIOI{ OF TEST REPORT I'IAY B€ PROVIDED BY OTHERS
REI,IARKS :
COPIES: R.A. l{el son & Assooiates, Inc
Town of Vail; Uestern I'lobilei
J V A, Inc.; Glratlmey Pratt Schultz Carolyn Adams Bobby J. Hays
FIELO OESERVER APPROVEO BY
A3 t mutual prot.ctlon to cll€nts, th. pub'llc .rid ourselv.i, all rcportr erc aubrnitt€d c! th€ conf'ldi.ni{.1 prop€rty of
cllehti, rhd luthorlzrtion foi publlcltlon of st.t€ment3, Conclq3lons or extrncts from or reEardlng our report3 lt r.s.rvcdp€ndlng our wr'ltten .pprov.l. Sanplca wlll b€ dlsposcd of.tt.r terting ls coflpl.t.d unl€sB oih.r .rr.ngereht3 .gr..d tolr wrl t I ng.A nembcr of thc !I! grouF ot companiss Forrn t{o. ctrtll3A 5/91
fr
CHEN.NORTHERN, INC.
COIISULTI}IG E}IGIIITERS At{D SCI Et{T I STS
REPORT OF CONCRETE TEST CYLINDER DATA
As. mutlll protectlon to cllents. th€ publlc rnd osFg€lve3. all reporti lre submlttsd.s the c<jnf{dlentl.l proparty ot
cll.nts, rnd authorllation for publlc.tlar ot strt.m.ntt. Concl(slons ol" exir.cis from or rcg.rdlng oui rlPortt It rr3!t"v.d
prnding our yrrltten .pproval. lamplei ell'l be dl3posrd ol dftrr testlng ls completed unlc3s oth.r arr.ngem€nt3.gr.Gd to
ln wri t Ing.
A |n.mber ;f the SI! grouF of conp.nle3 Fom No. C €ll3A 5/91
I0: l'lECit Enterprises JOB ll0. 4 178 93-3 DATE: 2-22-94Attn: Eustaquio Corti na
P.0. Box 3149 SHETI 1 0F 1vall, c0 81658-3149
PROJECT: Llftside Building, east of Uesthaven Drive and tJestin Hotel , South Frontage Road lrest, Vail, Colo.
PLACEMEIII L0CATl0tl: llal I on
of wal I
line bet$een grid lines
this I ocati on.
19 and P10, This concrete nill be 'in lo$er I ift
at
BATCH TICKET Il{F0R}lATI0l{ SUPPLIER: Uestern l'lobile
TRUC,K N0. 150 TTCKET r{0, 0l 1279 HIX DESIGI{ r{0. 39
TIl,fE BATCHED: 1l:09 TIIIE ARRIVTD: 1l:35 TII'iE PLACED: l1:40 CU.YD.L0AD/ACCUM: 7lL4l30!
FIELO IESTIIIG II{FOR},IATION SAilPLE TEI.IP: 66"F ATR TEHP: ?5"F
TIHE TEST TAKEI{: 1l:46 SLUIIP: 2 l/2 lll. AIR C0IITENT: I LrET UNIT }JEIGHT: 138.5
J08 SPECIFICATIOI{S: SLUIIP: 4 Il{. AIR C0tlTEl{T:4-8 X I,/ATER ADDED AT SITE 7 GAL.
CYTIIIDER TI{FOR}iAT IOII
0. 0F CYLIT{DERS: 7 CYIIIIDER SIZE: 6"x 12" TII'IE CYLIIIDERS CAST: UHERE CAST: 0n-Site
cuRIl{6 I NF0R|.|AT I0t{
Il{ITIAL CURE: ?4 hours on-Site
OATE RECEIVEO AT LA8: 2-28-94
FIELD STORAGE FACILITIES: Trailer except for field cure
8Y: M. J. H I I{/tlAX
A6E
DAYS
DATE
TESTED
TOTAL LOAO
(LBS )
OIAI,IETER
( illcHEs )
AREA
(sQ Iil)
c0t'tP. sTR.
(PSr )
TYPE OF
FRACTURE
CYL IIIDER
IJE IGHT
(LBs)
CYL IIIDER
UI{IT YEIGHI
(PCF)
7
7Er
28
z8
28H
28H
3-1-94
3-t -94
3-1-94
3-22-94
3-2?^94
3-2?-94
3-2?-94
124,000
133,000
130.500
6.00
6.08
5.98
28.27
29.03
28.09
439 0
4 580
4650
snear
shear
snear
OESIGI{ STRENGTH 4OOO PSI @ ?8 DAYS
TESTS BY LABORATORY PERSOI{I{EL ARE III ACCOROAI{CE I{ITH APPLICAELE A5TI,I iIETHODS UNLESS OTHERVISE ]{OTED
SOHT II{FORTIATIOI{ OF TTST REPORT HAY BE PROVIOEO BY OTHERS
REMARKS: l% daraset accererater added to this rnix.
COPIES: R.A. l{elson & Associates, Inc
Town of Vail; Uestern l,lobile;
J V A, Inc.; Grlattll€y Pratt Schultz Carolyn Adarns Bobby J. tlays
FIELD OBSERVER APPROVED BY
0
24 HR. 7 HR
45 MtN. r5 MrN 60 Mlr{. 19 MIN a MtN
DIAMETER OF PARTICLE IN MILLIMETERS
CLAY TO SILT
GRAVEL 92 %
LIOUIO LIMIT
SANO 7 * S1LT AND cLAy
SAMPLEoF poorly
* pLlstlcrrY ,NDEX %
graded gravel FRoM Breckenridge
7 HR,
r5 MtN.60 MFr. 19 MlN. a MrN.
o4
Fz
UJo
.oE
36
50ar
.006 (Il| .otg
DIAMETER OF PARTICLE IN MILLIMETERS
CLAY IO SILT
GBAVEL SAND % SILT AND CLAY
* ple,srrcrrY rNoex
FROM
LIOUID LIMIT
SAMPIE OF
4 178 93 Chen€Northern.lnc.GRADATION TEST RESULTS Fig. 2
CHEN-NORTHERN, INC.
COXSiIJLI I IIG EIIGIXEERS AXO SCIE}ITISTS
REPORT OF CONSTRUCTTON ACTTVTTIES
J(n [o.4 178 93-3 DAIE: I -28-94
DAILY REPORT IIO. 358 SHEEI 1 OF 1
South Frontage Road lJest. Vait, Cotopsdo.
Rick Ag€te;
carotyn Add|ls Brian scanlan
APPROVED BYFIELD OBSERVER
As a mqturl protcctlon to cll.nt3, thc publlc and o!r3alve3, rll icports 6re suhrltted a3 th. confld€ntial propsrty ol our cll€rts, .nd
ruthorlratlon for prbllcltlor of strt.nant. Conclu3loni or lrtr.ctr from or regardlng our raport! l3 i€rcrved pcndlng our writttn lPprov.l.
Sr$Fle3 t.lll be dlspcsrd of altei tartlng l3 completcd un-l€s3 otha. arrrngemonts ar€ rgre.d to ih ifittng.
A l'd6ai of thc !g group of con|P.nl.3 .6 n. .t€roa 6/eI
CHEN-I{ORTTIERN,
cot$rlTtflc ExctxEERs AltD
REPORT OF BACKFILI,
INC:
scl ExT I sTs
OBSERVATION
To: llE0l{ Enterprises JOE ilO. 4 128 9j-5 DAIE: 1-?9-94Attn: Eustaquio Cortina
P.O. Bor 3149Vail, CO 81658-3149 DAl|.y REPORT IO. 35c SttEET 1 oF t
PRoJECT: Liftside Buitding East of t esthayen Drive ard ge6tin llotel., south Frontage Road Uest, Vail, Cotorado.
l,le tere gchedrted to pick rp aM tr.rrport concrete test cyt i.ders from this site and to observe
and or Perfom density testing, xlr i chever Hos necessary. Due to incleeent reathef afd a mis6irlg
pipe fitting, pipe Has not pl6ced ard the onty fitl pteced Has loose fitt up against hydrent to
protect it froo {reezing.
COPTES: R.A. iletson & Associates, lnc., Attn: lilr. Rick Agate;
J V A, lnc-; Gwathmy Pratt schuttz;
Torn of Vait, Attn: t{r. Dan Staneki
Carolyn Adafts. FIELD OBSERVER
Brian Scantan
APPROVED BY
As ! mutull prot.ctlon to cll€nt3, th€ psbllc .nd ourr.lvcsr .ll r€porti rr€ srbn.ltted rs thc conf.id.ntlrl pioperty of our cllantt, rnd
authorlzatlon lor publlcatlon of stat.n€nt. Concluslong or Gxtrrcts trom or reg.rdlng our.€portr is rcservcd p€ndlng our r.r{ttan t$Crovrl.Sl|t|plcs lll b. dispo3ed of rftGr taitlng li conplct.d uhlcss oth€r lrr.ng.enanti .r. lgrced to Jn Hrltlng.A tncmbar of th. !!! group ot con|p.nlos rd rR. oi.ro2a 6/ir
CHEN-NORTHERN. rNC.
cot{sull I xG ETGtIEERS At{o SCtEI|TISTS
REPORT OF WALL BACKFILL
To: HECI Enterprises JoB [o. 4 1TB 93-3 DAIE: ?-1-94Attn: Eusta$tio Cortina
P.0. Box 5149vait. m 81658-3149 DAILY REpoRT [o. 3ZB SHEET I oF l
PRoJECT: Liftside Bui Lding East of llesthaven DFive and l,lestin lotet, south Frontage Road lfest, Vait, CoLorado.
cortrtctor is ptacing ard comact ing iFofted fill naterial. Hest of ratt on line 7 and south of ratl
tine R. Backfilt has nos been placed rF to approx i IrE te €levEtion 71.0. Contractor has aLgo been
Ptacing so[le fitt material yest of xatt on 4 tine and south of Halt on L line. Approximately tHo
lifts have been placed ard colpacted. This is area that Has tested sryC heated to address frozen
material about txo reeks ago. Adequate cfipective effort is being enpt oyed in both areas. Backfitt
is t+ to approxinate elevation 62.0 in area rhere bsckfilting ras just b€gun.
COPIES: R.A. llelson & Associates, tnc., Attn: l.{r. Rick Agare;
J V A, lnc.i crathrcy Pfatt schuLtz;
Toxn of Vail, Attn: llr. 96n Stanek;
Carotyn Adars
FIELD OESERVER
Brian Scanlan
APPROVED BY
Ai t muturl F.ot€ctlon to cllentsr tha publle and ouiralves, .11 reForts .r€ 3ubmlttad .s !h. confldcnttql propcrty of.|lF cllarts, .nd
.uthorlzrtlor for publtcltlon of st.ta.rnt. Concluslonr or €xtrnct3 tron or r€g.rdtn9 our report. ir reservad pendlng our wrJtt.n rPpr'ov!l 'S.mpl.3 i.lll b. di5po3.d of lftcr tcatlng Ir complet.d unless oth.F arrangem€nt3 .re aEr€ed to In wrltlnE,
A h.mber ol tha !!! group of cq|Frnl.. For ro. dr€ro?r./rl
CHEN-NORTHERN, INC.
CflSI,LTI IIG EXGITEERS AIID SCIEIITTSTS
REPORT OF IfALL BACKFILLTNG OPERATIONS
To: llECfi Enterprises JOts t{0. 4 t78 93-3 oAfE: 2-10-94Attn: Eustaquio Cortino
P.O. Box 5149vail, co 81658-3149 DArLy REpoRT lto. 44A SHEEI t oF I
PRoJECT: Liftside Building East of Uesthaven Drive €nd l,lestin Xotel, south Frontage Rosd Uest, yoit, cotorado.
sinee our last visit, contractor had ptaced 3 to 4' of inpoft material in approximatel.y three tifts.
Top of backfitt xest of rralI o.r 7 Line is nou |? to sFroximate elevation of 66.O. contractor has
been coflpocting Hith track hoe ard Bomag 850T vibraiing sheepGfoot coipactoF. lt appears that
sdeq'Ete cotPact ive effort is being appt ied. Contractor atso removed on€ trucktoad of frozcn on-site materiol.
J V A, Ine.; crathn€y Pratt Schultz; I
Toen of vait' Attn: r' Dan stanek;
I caror.yn Adars Fred R, caneronI FIELD OtsSERVER APPROVEO BY
A3 . |h!tu.l protectlon to cllents' th. publlc rnd ourt.lv.!, .tl r€ports .rc aubmltted as th! confldent{rl pFoparty of our cIl!nt3, rnd
.uthorlz.tlon for publlc.tlon of st.tement. Conclu3loni or axtractr from or r.gardlng orr r€ports l3 r"tservrd prndlng our wi{ tt.n .pprovd | .Srmpl€3 wlll b. dispos€d of rttcr tcstlng ls complGt.d unl.3i other arrangemeints rrc agreeil to ln t{rltlng. -
A n€mber of th. !I! group of coopan{€s Ffl ro. *r@ 6.,!l
I
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o
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CHEN.NORTHEHN, INC.
COI{SULTIt{C E'{GI}IEERs AIID SCIEIITISTS
REPORT OF FIREPROOFING THICKNESS, DENSITY AND BOND STRENGTH
T0: I{ECH EnterDri $esAttn: llr. Eustaouio Corti na
P.0. 8ox 3149Vail, C0 81658-3149
PR0JECT: Li ftslde Building, Vait
JOB t{0.ll8 93 DATE: 2-10-94
OAILY REPORT IIO.SHEET OF
Col orado
I.IATERIAL SPEC I FICATIOIIS
IIAIiUFACTURER Grace ilonocate
C0IITRACT0R Rolling Plain
BOiID STRET{GTH (PSF)DEI{SITY (PCF)
PROJECT COI{D TT IOI{S
SUBSTRATE PREPARATIOl{S AI.IB I EIIT TEI'IPERATI'RE
SAMPL€
ftt$tBER
TEST AREA
UET
UE]GHT
(L8s)
DRY
!/E I6HT
(L8s)
i{0I sTuRt
(x)
OEIISITY
( PCF)
3
Unit C-22, column between bedroom #3 & nuster bed-
room
Unit C-2?, decklng, bedroom #1, east half, 6'
north of south wal I
Unit C-22, beam, kitchen, 18' Hest of east wall
& 6' south of north wall
Unit C-2?, halivray north of master bedroom, 8'
south of north wall
;AIlPLE
IUTIEER
l,ll lltutl
THiCKUESS
(It'l)
t{Ax I t{utl
THICKIIESS
t I1{)
AVERAGE
THiCKIIESS
(ril)
0Es IGtl
IHiCKtI€SS
(il{)
80[D
STRE}IGTH
(PsF)
REI.IARKS
1 t.aJ
.4375
.9375
.J'J
I .6875
1.125
| 6tq
.6875
I 48
7l
54
I
I '17 4
375
J' f,
I
PRO6RESS REPORT:
C0PIES: R. A- llelson & Asso. - Attn: Rick AsateJ.V.A., Inc.
Gviatfmey Pratt Schul tz
Town of Vai I
Carolyn Adans Fred R. Cameron
FIELD OBSERVER APPROVEO 8Y
As. nutu{l protect{on to cll.nts, thc Aubltc.nd otrsalv€s, .ll roportr rr€ Buh|||lttcd aa the confldentlrl propcrty otclicnts, rnd luthorlz.tlon tor publlc.tion of strteorcnts. Conc'lu3lons or.xtr.ct3 fro||| or regardJng o||r r.Fort. is r...rvedpehdlng our *rltten .pprovrl.
A ngnb€. ot th€ !:! group ol coe$rnl.s
CHEN-NORTHERN, tNC.
COI{SULTII{G EII6I IIEERS AI{D SCIEI{TISTS
REPORT OF FIREPBOOFING THICKNESS, DENSITY AND BOND STRENGTH
T0: llE0tl Enterprises JOB lt0. 4 178 93 3 DATE: 2-10-94Attn: llr. Eustaquio Corti na
P.0. 8ox 3149 DAILY REPORT ttO. 44 SHEET 3 0F 3
Vai'l , C0 81658-3149
PROJECT: Liftside Euilding, VaiI, Colorado
I.{ATER IAL SPECIFICATI()IIS
i|AI{UFACT(JRER 6race l,lonoca!e
C0i{TRACT0R Roll ing Plain
80fiD STREfiGTH (PSF )DEHSITY (PCF)
PROJECT COIIDITIOI{S
SUBSTRATE PREPARATIOIIS AIiIBIENT TEHPERATURE
SAI.IPLE
ilUIBER
TEST AREA
I{ET
IJE IGHT
(LBs )
ORY
llE IGHT
(L8s)
1'IO I STURE
(x)
DEiIS ITY
( PcF)
q
5
7
I
Unit C-21, colurm between hallway on north and
ki tchm
Unit C-21, beam, north end bedroom #1, 3' east of
west wal I
tlnlt C-21, decking master bedroom, east half, 4'
north of south wal l
Unlt C-21, beam between hallway and naster bedroom
?.87 1.81 2r.7
AIIPL E
IUttEER
ltl t{I utl
THICK}IESS
( til)
ilAXIHUIi
THICKT{ESS
(rr{)
AYERAGE
THICKNESS
(IN)
DES I6I{
THICKNESS
(il{)
B0t{0
STRT}ISTH
( PsF)
RE}IARK5
6
7
I
1.125
.9375
.375
.875
1.75
r .625
.6875
l.o(c
lqt
L .24
.53
1.3125
I
I
1
q7E
0
375
0
PROGRESS REPORT:
C0PIES: R. A. l{elson & Asso. - Attn: Rick Aqate
J.Y.A., Inc.
Gwatlmey Pratt Schul tz
Town of Vai I
Carolyn Adams Fred R. Cameron
FIELO OBSERVER APPROVED 8Y
As a mutual proi€ctlon to cll.nts, th. public lnd ouri.lvcs, .ll rcportr .re .ubmltted cs th€ contldcntlal Prop.rty of
cli€nt.r .nd luthoilzatlon for publlcltion ot 3tatdn€nts. Concluslon! or .ritrrcts from or rrgardlng our r.ports l3 rc..rv.dpgndlng o{r x.ltt.n rpprov.l .
A m€hb.r of th. !!! group of comprnlet
CHEN-NORTHERN, rNC.
colsulTmc EilGtIEERs A{D SCt EIT t STS
REPORT OF CONSTRUCTION ACTIVIAIES
To: llEcll Enterprises Jos [O. 4 128 93-3 DAIE: 2-11-94Attn: Eustaquio Cortina
P.0, Box 3149Vail, @ 81658-5149 DAtLy REPORT tto. 45 s[€Er .l OF 1
PRoJECT: Liftside Buitding east of gesthaven Drive and lJestin fiotel., South Frontage Road gest, Valt, cotorado
Aftec testing concrete, t.e r|ere asked to ob€erve en area of Hrock betse€n tines lg.5 ard 20,5 forrbich a leveling course of cotrcrete ras scheduled. Area ras excavated to fractured bedrock aldfines and othef debris rete being renovd.
Contractof has beg|.n excavating area directly Hest of sstI on 9 tine for retaining ratt. This rall
xas designed by Heid Engineering srd rilt b€ constructed by lntertocking of Denver.
@PIES: R.A. llelson & Associates, [nc,,Attn: llr. Rick Agate; IJ.v.A,, lnc-.. Icxsth$€y Pratt schuttz; I 9glg]ry_$*_ iH_g:I"Iy
A3. mutual protEctlor to cll.nts, the publlc rnd ourselv.s, rll r.ports are lubmltted er the confldentJ!l propcrty ot olr cllcntr, lndauthorlzctlon lorprbllc.tlon of ltrtqn nt. Conclus{oh3 or cxtrnct3 lrom or reg.fdlng olr r.ports ls rclorved plndl.g our *rltten lpprov!1.S.npl.e tlll b€ dlspos.d ot.fter tcstlng ls comgletsd ur|lcic othcr rrr.ngeh;nti aric agrcch to ln wrltlrlg. -
A ma bcr of thc HIH group ot cocp.nfca' rdr x). c|l€rot 6/9l
CHEN-NORTHERN, TNC.
COISI'LT I IIG EIIGII{EERS AIID SCIEIITISTS
OBSERVATTON OF WAI-,,L BACKFILL
Ai 6 huturl Protectlon to cllGnt!, the public .nd ouirllv.9. all r€ports al.c submltted aB the cohfld.htJ.l piop€rty oi our cll.nts, and
.uthorltrt{on toF publlcrtlon of 3tltdtt.nt. Concluslons or crtr.ct3 lroin or rcgarding our reporti is i^eserv€d pcndlng our w.ltter lpproval.
Samples wlll b! dl3pos.d of .ftcr t.stlng ls co[pl€t.d rnlc33 oth.r.rFang]&nent6 lre agre€d to fn l'rltlng.A m€|nb.F ot thc llll group of compcnlcs Ftn ro..{$a 6,rel
T0: EC Enterpnises Jots ilO. 4 178 93-3 DATE: ?-1i-94Attn: ElAstaqtio Cortina
P.O. Box 3149Vsit, C0 81658-3149 DAILY REpoRT lto. 46 sltEET I oF I
PROJECT: tittside Bui tdir€ east of l,lesthaven Drive 6nd llestin tlotel. south Frontage Road lleet, Voi[, colorado.
tle arrived on gite to observe the backfitl. operation rest of Hatl on T line and south of ralt on
U Iine. contfsctor rras finishing ptacing oaterial and in fottoring hour conp€cted area rith both
trackhoe ard Bomog Sheepsfoot coflpactor. It app€a.d that adequate co(pact i ve effort }|as appt ied.
Co pacted backfitt in this area had been brought up to approximate eleyation of 68.0.
lfo concrete Has being placed today. Fireprcofihg insp€ction is schedut ed for 2-15-94.
COPIES: R.A. Ietson & Associates. Inc..
Attn: t'lr. Rick Agate;
J.V.A., lnc.;
crathmey Pratt schut tz;
CHEN-NORTHERN, INC.
CONST'LT IIIG E}IGIIEERS AI'D SC!EIITISTS
REPORT OT STRUCTIJRAL STEEL
T0: l,ltcfl EnterprisesAttn: Eusta$rio Cortina
P-o. Box 3149
vai 1.. c0 81658-5149
PR0JSCT: Liftside Bui lding east
J(ts IO.178 93-3 DATE: 2-15-94
of gesthsven Drive and
DAILY REPORI IIO. 47 SIIEET 1 OF 1
gestin Hotetr South Frontege Road Uest, V6it, Cotor.do.
The boLt ard rretds uere visualty obeerved on the 5th ftoor tevet, 80'Or'/85r3n b€tfleen grid LinesM-0 & 7-ZA exctuding the srea b€treer L-S and 13-19. Att of the botts and relds nere forndacceptable except one shear tab to the eded ptate Et s-15. The tab uas onty xetded on one side.
One be on 10.5 tine bctHecn 0 grd g had one bott nissing in each end.
The fittet Helds on the colum to colum conn€ct ions betreen the 4th ard 5th ftoor. Frq$ grid tine8-22 arrC AA-O rere visuetty obeerved end Here forrd to be acceptable.
Pf,oGRgSS REPoRT Bob sith the erection c|"eu ras infonned of $|l observation.
COP I ES:
R.A. iletson & Asso., lnc. - Attn: Rick A96te
J.V.A., lnc.
GHathney Pr6tt Schuttz
loHn of Vait - Attn: Dan Stsnek
Daffe[ [ liuss
FIELD OBSERVER
Fred Cameron
APPROVED BY
A3 ! utual prot.ction to cll.nt3r thc Publlc and oufselv.r, .ll rlport3 lre 3utm{tt6d r! th. coqfldentlal propafty of or.r. cll.nt-, .ndauthori2!tion for Publlc!tlon of stat.m.nt. Conclu3lon. or.rtr'.ct5 fron or r.g.rdfn9 our rcport3 li res.rvcd p.ndlng our rrl tt.n .ppr.ov! I .
SaDpl.3 will bc di3por.d ot rftGr ta3tlng Ir completcd !nless oth€r a""angcm-nts ar-e ag"e.i to lh Hrltlng, -
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CHEN.NORTHERN, INC.
C()I{SULTING TIIGIiIEERS AT{D SCIEIITISTS
REPORT OF FIREPROOFING THICKNESS, DENSITY AND BOND STRENGTH
T0: [lE0il
Attn
P .0.
Vai I
PROJECT:
Enterpri ses
l{r. Eustaquio Corti na
Box 3149c0 81658-3149
Li ftsi de Suilding, Vail
JoB ll0. 4 178 93
DAITY REPORT IIO.
J
474
9ATE: 2-15-94
SHEET 2 OF 2
Colorado
I,IATER IAL SPECIFICAT IOI{S
IiAI{UFACTWER 6race llonocate
COI{TRACT0R Ro11 i ng Plain
B0r{0 STREN6TH ( PSF)DEilSTTY (PCF)
PR0JECT COI{DITI0i{S not observed
SUBSTRATE PREPARATIOITS AT{BIENT TEIIPERATURE
SA}1P LE
N UI.ISER
TEST AR€A
t,ET
IIE IGHT
(LBS)
ORY
IIE IGHT
(LBs)
iloIsTm€
(x)
DEIISITY
( PcF)
I
3
Unit C-3?, decki ng in bath, north of bedroom #3
Unit C-32, column southriest conner of bedroom #1
Unit C-3?, bearn betneen living roc t and bedroom
#1, l0' north of south rrall z.oJ 1.49 77 14.8
;AI'IPLE
It il8ER
MI I It{Uf,l
THICKIIESS
( It{)
t'tAx I t'rutt
TH I CKI{ESS
(Irl)
AVERA6E
TH i CKI{ESS
( I1{)
OES I GII
THICKXESS
(1il)
BOI{ D
STRETI6TH
(PsF)
REI.'IARKS
I
2
3
.43
1 .1?
.94
.75
2 .31
t.62
.oc
I .49
L.2L
-'5t
1 .37
1.00
PROGRESS REPORT:
COPIE5: R. A. llel son & Asso. - Attn: Rick Agate
J. V. A. , Inc.
6wattrney Pratt Schul tz
{om of Vai I
Carolyn Adams Fred R. Cameron
F]ELD OBSERVER APPROVED BY
At r mtrt|r.1 protcctlon to c1l€nts, th. publlc lnd our3.lvcs, !ll r€port3 rrc suhnltt..t s5 th. confldcntl.l property ofcli.ntt, and !uthorlzrtion for Fubllcrtlon ot stat.m.nts. Concluslons or.xtrrcts fro|tt or ieglrdlhg our r.por-tr ls res.rv.dpondlng our wrlttcn npprovrl.
A ''ldb.F of thc EI! group of conpanl.6
CHEN-NORTHERN, INC.
corsuLT I )lG Eirctx€ERs Alto sctEltTtsls
REPORT OF STRUCTURAL STAEL
T0: ltECfl Enterprises JOB t{O. 4 178 93-S DATE: 2-16-9IAttn: Eustaquio Cortin€
P.o- Box 5149vait, C0 81658-3149 DAILY REpoRr lto. 48 SHEET 1 OF I
PRoJEcl: Littsid€ Buitding east of llesthaven Drive and lrestin tloteL, south Ffontage Road uest, Vail., cotorado.
Ihe {elds rere vieualty observed on the besiB ard colums in Lot rl at zin*ors Fabricatim Ptsnt.lhe retds Bere foud to be acceptable ard confonned to the shop drarings.
Ihis conc ttrdes oJr shop inspection. AtL of the nanters have been visually observed and nef,bers that
requi red mn-destructive testing r.ere uttrasonic or msgnetic particte tested- Att reiected Hetds
nere repai red and reinspected.
PROGRESS REPORT Bob Hith the €rection cre$ Has i nfornred of firy obeeryation.
COPIES:
R.A, iletson & Asso., 1nc. - Attn: Rick Agate
J.V,A.. lnc.
crathney Pratt Schul t!
ToHn of Vail - Attn: Dan Stanek
oarfe[ [ Huss
FTELD OBSERVER
F red Car€ron
APPROVED 8Y
As I rrutual protectlon to cll.nts, tha publlc .nd ourrclves, all r.ports !r€ rubhltted .3 thr confldentl.l propcrty of our cllantr, .nd
authorlz.tlon fgr pqb'licrtlon of itrteah.nt. Conclu3lons or crtrrct3 lrom or rcg!rdlng our r€port3 lr r65€rved pandlng our irltten !ppr'ov!1.
S.mples wlll ba dliposed o{.ft.r t.5tlng lt eonpl€ted unla3s oth.r'$r.ngements ar"e agre€d to lh writlng.A moftrb€r of th. E!! group of coftp.nl.s 'm n. c'€rc4^./er
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CHEN.NORTHERN, INC.
coilsullIilC Elt6tilEERS Ailo SCtEttTtSTS
REPORT OF FIREPROOFING THICKNESS, DENSITY AND BOND STRENGTH
T0: t{ECl4 Enterprises JOB N0. 4 178 93 g DATE: 2-16-94Attn: llr. Eustaquio Corti na
P.0. Box 3149 DAILY REPORT t{0. 4BA SHEET z 0F 3Vail, C0 81658-3149
PRoJECT: Ltftstde Buildinq, Vai'1 , Colorado
I,{ATERIAL SPECIFICATIOIIs
IIAIIUFACTURER Graee l{onocate
C0IITRACTOR Rolling Plain
BOI{D STRENGTH (PSF )DEilSITY ( PCr)
PRO.JECT C0[DlTIOllS not observed
SUBSTRAIE PREPARATIOIIS AHBIEIIT TEt,tPERATI'RE
SAI,{PL E
I{UH8ER
TEST AREA
VET
!,EIGHT
(L8s)
DRY
IIElGHT
(rBs)
IIOISTWE
(,6)
OEIISITY
(PCF )
I
a
4
Unit C-31, colunns southtest corner of master
bedroom
Unit C-31, beam between bedroons I and 3, 14.5' of
northwest wal l
Unit C-31, kitchen, l0' south of north wall
Unit C-42, column between living room & bedroom #3
Unit C-42, beam over master bath, 12.5' of north
wal I
,AiIPLE
rufiBtR
HII{lltlutl
THI CKNESS
( ril)
ilAX I l Jt'l
THI CKNE SS
(il{}
AVERA6E
THICKIIESS
(It{)
l)Es I G]{
TH I CKI{ESS
(I|{)
80t{D
STREII6TH
(PSF )
REI.IARKS
I
J
4
1 .06
.94
.44
1.19
.88
2.75
1.63
1.0
t .88
I .db
1.59
. o-t
1.49
1.24
I.J'
1.00
-JA
t?c
I .00
PROGRESS REPORT:
C0PIES: R. A. llel son & Asso. - Attn: Rick Agate
J.V.A., Inc.
Gwathney Pratt Schul tz
Town of Vai I
Carolyn Adams Fred R. Carneron
FIELD OBSERVER APPROVED BY
As. mutsll protectlon to cllent., th. Fubllc.nd our3.lv€s, all reports rre subdltted !. ihc confldcntial propcrty ot
cllant!t and authorl2.tlor for Publlc.tlon of rtatem€nt!. Concluslons or ai(tr.cts lrom or r€g.Fdlng our report3 ls r.esrv.dpendlhg our wilttch rpproval.
A mcmbe. ot the !f! group ot coopanl.s
CHEN.NORTHERN, INC.
coilsulTlt{G EI{GII{EERS Ailo SCIEiIT I STS
REPORT OF FIREPROOFING THICKNESS, DENSITY AND BOND STRENGTH
T0: IIECH
At tn
P.0.
Vai 1
PROJ€CT:
Enterpri ses
f,lr. Eustaqulo Corti na
8ox 3149
J08 t{0. 4 178 93
DAILY REPORT NO.
DATE: 2-16-94
SHEET 3 OF 3c0 81658-3149
Liftside 8ui l di ng,VaiI,Colorado
I,IATER IAL SPECIFICATIOI{S
I,IAIIUFACTURER Grace ilonocate
C0I{TRACT0R Rol I ing Plain
B0lr0 STREI{GTH (PSF)DEilSTTY (PCF)
PROJECT COI{DITIOI{S
SUBSTRATE PREPARATIOIIS AMEIEI{T TE},IPERAIURE
SAMPLE
riut'f8ER
TEST AREA
TIET
UE I6HT
(t8s)
DRY
VEIGHT
(r8s)
IIOISTURE
(x)
OEIIS ITY
{PCF)
6 Unit C-42, decki ng, hallway, west of master
bedroorn, ?0' south of north wall
iAI.IPLE
IUfi8ER
HIt{t[uM
IHICKISESS
( rN)
ttAx I ltutl
THICKI{855
(1il)
AVERAGE
IHICKI{ESS
(Irl)
OES I G]{
rHtcKt{E55
(lrl)
BOI{D
STREI{6TH
(PsF )
R EI,IARKS
o 4.38 .69 .56 .38
PROGRESS REPORT:
CoPIES: R. A. llelson & Asso. - Attn: Rick Agate
J. V. A. , Inc.
Gwathney Pratt Schul tz
Tovin of Vai I
Carolyn Adams Fred R. Cameron
FIELD OESERVER APPROVID BY
Ar . mutu.l Protsctlon to cll.nts, th€ publlc lnd ours.lv.3, .ll report3 |rc aubmttted .s th€ conftd€nttal propcrty ofcllcnt3' .nd .uthorl2rtlon for publlcrtloh of stit€irents. concluslons or extrrcts fron or raglrdtng our r.portr lj rctervedpendihg our w.l ttcn ipFroval.
A m€mb€r of th. !l! group of cofipahlca
CHEN-NORTITERN, TNC.
COIIS1'IT I IIG EXGIXEERS AIID SCIEIIIISTS
REPORT OF BACKFTLIJ OBSERVATION
To: llEclt Enterprise€ JOB lO. A l7B 93-3 DATE: 2-16-94Attn3 Eustaquio Cort ina
P.o- 80x 3149vail, CO 81658-3149 DAtLy REpoRT lto. 488 SI|EET I oF 1
PROJECI: Liftside Suilding east of Uesthsven orive and l,restin ilotel,, south Frontag€ Road Uest, vait, colorado.
Contractor xas placing and coflpacti n9 ilported fitt rEtefiat in area uest of 4 tine and sdrth of
L tine. ilost of this area has been backfitled to an approximate elevation o( 64.0.
Becqus€ of the rocky nature of msteriat, no nuctear densi ty tests eere condlcted.
Contractor ras placing fitt in ! 1 foot lifts. contractor Has co{pacting soits after place{Fnt
using track excavstor ard Bo|mg sheepsfoot coopactor.
Attn: l{r. Rick Agate;
J.V.A.. tnc.; I
GHathrEy Pratt schultz; I carotyn Adans Brian scantan
I ftELO OSSERVER APPRS\,EO BY
As e mtrtur'l protactlon to cll.ntr, th€ publlc and olr3elves, dll r€ports arc submltted as tha confld6ntlal proFerty ot o|rr ctlcnti' .td
6tlthorlzltlon for p{blic.tlon ot ct.t€o.nt. corc]uiions o..l(tracti from or r.gcrdlng our report3 lr rcscrv.d pcodlng our rrlttan rpFioval.
Srnqrl€s will b€ dl3poacd of after tettlng ls conpllt€d unl€ss other arranganr€ntt ar. agre€d to ln *rltlng.
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CHEN.NORTHERN, INC.
COIISULTTI{G EIIGIITEERS AIIO SCIEIIT ISTS
REPORT OF FIREPROOFING THICKNESS, DENSIry AND BOND STRENGTH
T0: l'lE0l.l Enterprises JoB lto. 4 178 93 3 0ATE: 2-18-94Attn: llr. Eustaquio Cortina
P.0. Box 3149 OAILY REPORT l{0. 49 SHEET 2 0F 2VaiI, C0 81658-3149
PR0JECT: Liftside Eui ldinq, Vail, Colorado
I.{ATERIAL SPECI F ICATIOI{S
||AI{UFACTURER Grace f'lonocate
COI{TRACT0R Rolling Plain
8OI{O SIREN6TH ( PSF)DTt{SIIY ( PCF)
PROJECT COI{DTTIO}I5
SUBSTRATEPREPARATI0NS notobserved AI.IBIEIIT IEIiIPERATURE
5A}'IPLE
I{UI.IBER
TEST AREA
TLI
I,,E IGHT
( LBS)
DRY
IIEICHT
( LBs)
I4O I STURE
(%)
DEI{S I IY
(PCF)
Unit C-rtl, middle col umn of east wallin living
room
Unit C-41, beam betseen bedrooins I & 3, 12' north
of south vlalI
tnit C-41, decking east half of naster bedroom,
10' north of south wall
3. i6 t.74 IE '
;At.IPLE
IUI,IB€R
l., x I t'tuM
THICK}IESS
( IN)
MAX I ltlul.l
THICKI{ESS
( Iil)
AVERAGE
THICKI{ESS
(1il)
0Es I6N
THlCKI{ESS
(il{)
80fl0
STRENGTH
(PsF)
REMARKS
t
2
1.0
l.uo
.44
1.63
l.Jo
.f5
1.36
t - lb
.6I
1.0
.38
PROGRESS REP0RT: Insulation contractor was advi sed of insulation test results.
C0PiES: R. A. l{el son & Asso. - Attn: Rick Agate
J. V.A. , Inc.
Gtratfmey Pratt Schul tu
Town of Vai I
Caroiyn Adams Fred R. Cameron
FIELO OSSERVER APPROVED 8Y
As a mutual prot€ctlon to client3, th. public rnd ourselvcs, .ll rcports arc suboltted ds the confld.ntlal Prop€rty ot
cll€nts, .nd authoriration for publ'icatlon ot st.tem€nts. Conclusions or €xtrrcts fro(n or rsgardirg our' reports i5 \rctarvcol
p€nding our trrl tten approvrl.
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CHEN.NORTHERN, INC.
COI{SULTIIIG EI{G I I{EERS AIID SCIEIITISTS
HEPORT OF FIREPROOFING THTCKNESS, DENSITY AND BOND STRENGTH
T0: tilECl,l Enterpri ses JOB 0. 4 l7B 93 3 OATE: 2-22-94Attn: l'lr. Eustaquio Cortina
P.0. Box 3149 DAILY REP0RT t{0. 50 SHEET 2 0F zValI, C0 81658-3149
PROJECT: Liftside Building, Vall, Colorado
I'IATER IAL SPECI FICATIOIIS
}|A!{UFACTURER 6race lionocat e
COI,|TRACTOR Rolling Plain
BOND STREIIGTH ( PSF)DEI{SIrY (PCF)
PROJECT COT{DITIOI{S
SUBSTRATE PREPARATIONS AIIE I E]{T TEI,IPERATURE
5AI'IPLE
I{UI,IBER
TEST AREA
UET
VEIGHT
(LBs)
DRY
VE IGHT
(LBS)
MOISTffiE
(t)
DEiIS ITY
(PCF)
I
I
J
4
Unit B-?1, column, north end of niddle bedrocm, l8'
east of west wal I
Unit B-21, beam 14' north of south wall and 14'
east of vrest wal l
Unit B-21, decking approx. center'l ine of unlt,3' south of north wall
Unit B-21, beam, 35' north of south uall and /'
east of west wal I
3 .45 1.83 t5.6
iAI,IPLE
IUI,IBER
llI Il,lul.l
THICKIIESS
(It{)
tlAXIHUtl
TH I CKI{ ES5
(rr{)
AVERAGE
THICKI{ESS
(ril)
DES I6N
TH I CKI{ES S
( lil)
BOND
STREI{6TH
(PsF I
REI.{ARKS
I
4
1
I t3
31
88
1.63
I .88
-oJ
?.0
7 .46
1.41
.44
I .18
1 .38
1.00
.38
1.0
Contractor was advised of thickness.
Contractor was advised of thickness.
PROGRESS REPORT:
COPIES: R. A. f{elson & Asso. - Attn: Rick Aoate
J.Y.A., Inc.
Gwathney Pratt Schu'l tz
lown of Vai I
Carolyn Adams Fred R. Caneron
FIELO OBSERVER APPROV.TD BY
As I n{tu.l prot.ctlon to clients, th6 public and ours€lves, all reports .re submltt.d a6 th. confldcntl.l pr.olcrty otcll€nt3, ttnd rlthorlz.tion for publlcltion of st.t€rtent3. Concl{rsJons or €itr.cts fFom or r.grrding our r.port3 l3 rercrvcd
F€ndlng out. nrittcn rpprovcl.
A tndnb€r of thc !g! gpoup ot cofiprnles
CHEN-NORTHERN, TNC.
cstsulTmc Exc tEERs A|lD scIEftTtsTs
REPORT OF BACKFILL OBSERVATTON
T0: l{Ectl Enterprises JOB ltO. 4 lZ8 93-3 DATE: Z-ZZ-*4Attn: EustaqJio Cortins
P.0. Box 3149vait, co 81658-3t49 DArLy REPORI [o. 5OA S{EET t OF I
PRoJECT: Liftside Buitdir€ East of Llesthaven Dfive 8nd ltestin Hotel., south Frontage Road gest, vait, colorado.
Since our last site visit, contractor has ptaced backfitl rEteriat up to grade, rrest of 7 line and
south of rall on R [ine. This area is to be a staying srea srd rill-be rer.orked priof to beconingdriveray ard adjacent l srdscaped areas. fryorted ba;kfitL rnaterial had been ptated ard cdrpacteirith viguaI i nsDect i ons.
Pipe beddi ng for drain piping south of satl. on L line and rest of 4 line Has pl.aced today vi6conctete conveyoi truck. Fitt is b€ing stop€d to the north Haiting for corrrete structurc to beptaced at R t ine.
COPIES: R.A. ilel son & Associates, lnc., Attn: r. Rick Agate;
J V A, lnc.; GHathney Pfatt Schultz;
Toxn of Vail, Attn: ilr. oan Stanek;
Carotyn Adans
TIELD OESERVER
Fred R. cameron
APPROVED BY
As . mutual Frot€ctlon to cll.nts. th. publ'lc .nd ours€lves, .!l reports rre subrnltted !s th€ canfldcntlal prop.rty of our cll.ntr, rndduthorizrtlon for public.tlon of statcm€nt. concluslon3 or cxtrlct5 from or r.gardlng our r.ports ls r.3.rvad DandlrE our ,rltt.n .pprovil.samPl.s wlll b€ di3po3.d of after testlng ls compllted unl.tr oth€r arrangements ai: agrcri to Jn v.rltlng.A m.|rbeF of th. !!! gioup of compani€! '.. 6€r@1 6t'er
wE ARE SENDTNG You E/Attacneo
D Shop drawings n
I Copy ot letter il
d viu [/. 5. /4+rc-
LETTEilOF TRANSMITTAL
oArE 3-8-?* | Loaruo.
"Zl7ro: Toorr.-, Or (/at
Dnr,- S.{'".€E.-
REi rltFr=ree
the following items:
n SpecificationsPrints/sepias
Change order
Plans
Originals
Samplesn
I
tr
tr
coPrEs DATE NO.OESCRIPTION
THESE ARE TRANSMITTED l
ltr
n
I
!
tr
For approval
For your use
As requested
as checked belowr
tr
tr
n
Approved as submitted
Approved as noted
Returned for corrections
f,
tr
!
Revise and resubmit
For review and comment
PRINTS RETURNED AFTER LOAN TO US
FOR BIDS DUE 19
REMARKS
Mdr your records
lf enelogurcs aE not a6 noted, kindly notify us al once.
t,ooavtt
o,cra
CHEN-NORTHERN, INC.
coitsulTItic Elt6tilEERs Alto sc IEI{TISIS
REPORT OF CONCRETE TEST CYLINDER DATA
As ! nutual protcctlon to cll.nta, ttic publlc rnd ours.1ve3, all reFort3 lrc sub lttcd !s th. confldl€nt'lll p.operty of
cllGntsj |nd .uthori2!tlon fol" publlcatlon of 3t.t.dcnt3. Concluslons or.xtEctt from or regrrdlrl9 our r.port3 lr |..scrvcd
perdlng our l.rl tt.n .pprov. | . Slnpl.3 Hill bc dlspo3.d ol .ftcr tc.tlng ls complat€d unl€3t oth.r.rrang.m.nt3 .rgrecd to
In wrltlng.
A nemb.r of th. !:! group of co6p.6l.t Form No. C1.tEl13A 6/91
T0: ltECll Enterprises JOB l{0. 4 178 93-3 DATE: 2-4-94Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F 1Vail, C0 81658-3149
PROJECT: Liftside Building, east of l,lesthaven Orive and tJestin Hotel , South Frontage Road Uest, Vail, Colo.
PLACEI.IET{T LOCATIO :Slab for Uni t B-22.
BAICH TICKET It{FoR}lATIoll SUPPLIER: llestern l{obi I e
TRUCK lr0. 161 TICKET 0. 011142 ]'tIX DESI6I{ 0. 44
TIf,fE BATCHE0: 9:53 TII'it ARRIVEO: - TII|E PLACEO: - CU. YD. LOAD/ACCI f,l: 7l?L128:
FIELD TESTII{G INFORIiIATIOI{ SAIIPLE TEI,iP: 55'F AiR TEI'Ig: 25'F
TIiIE TEST TAKEI{: 10:48 SLUI4P: 6.5 ltl. AIR C0llT!llT:6.1 X VET Ui{IT I{EIGHT: !35.6
JOB SPEC I FICAT IOi{S: SLUIIP: 4 It{. AIR C0t{TEt{T: 3 t6 I{ATER ADOED AT SITE 0 GAt.
CYL]I{[)ER II{FORI,IATIOI{
t{0. 0F CYLIIIDERS: 7 CYLII{DER SIZE: 6"x 12" TIl.lE CYLIIIDERS CAST: 10:58 ITHERE CAST: 0n-5ite
cuRI 6 I FoRltATI0t{
Il{ITIAL CURE: 72 hours 0n-Site
DATE RECEIVED AT LAB; 2-7-94
FIELD ST0RAG€ FACILITIES: heated trailer
BY: ll. J.rl t N/llAX
AUt
DAYS
DATE
TE S TED
TOTAL LOAD
(L8s)
OIAMETER
( IilCHES )
AREA
(sQ Ill)
c0t{P . sTR .
(Psr )
TYPE OF
FRACTURE
CYL]IIDIR
V€IGHT
(LBs)
CYI II{DER
UNTT UE I6HT
( PcF)
7
I
7FC
28
28
28H
?8H
2-11-94
2-lt-94
2-11-94
3-4-94
3-4-94
3-4-94
3-4-94
72,500
83,500
87,500
124,500
I ?I ,500
108,500
124.000
s.99
6.07
5.98
6. 09
6.08
5.99
5.99
28.18
28.94
28. 09
29 .13
29.03
28.18
28. l8
2570
2890
3120
4270
4180
3850
4400
shear
shear
snear
con/shear
con/sher
shea r
shear
DESIGN STRET{GTH 4OOO PSI @ 28 DAYS
TESTS 8Y LAEORATORY PERSOI{XEL ARE It{ ACCORDAIICE T'ITH APPLICAELE ASTI,I iIETHODS UNLESS OTHERVISE IIOTED
SOI{E INFORIIATIOI{ OF TEST REPORT I'IAY BE PROVII)EO BY OTHERS
REI.IARKS :Sample taken fron truck dlscharge-
COPIES: R.A. Nel son & Associates, Inc
Town of Vai'l i Uestern t{obileI
J V A, Inc.; Gwathrcy Pratt Schultz Carolyn Adams Bobby J. Hays
FIELO OSSERVER APPROVED BY
CHEN-NORTHERN, INC.
COI{SULTIIIG E]{GI I{EERS A]{D SCIEI{TISTS
HEPORT OF CONCRETE TEST CYLINDER DATA
As ! mutual protcction to cllont3, th€ publlc.nd our3.lv.s, all reportg .ra submitted .s the confld{entlll proFerty of
cll.nt6, .hd luthorltation for publlc.tlon oi r'tdtcn|crti, Concluslons o. Grtr.cts from or regdrdlng our r.port6 i3 r.3€rv.d
p.ndlng orr wrlttan approval. Slnplcr Hill bc dllpos€d of.fter teeting ls comp'lGtcd un'le3r other rriangam.nts.gr.cd toln rirlting.
A merb€r ot th€ El! group of coop.rler Fdm No. CME113A 5/91
T0: lilECl,l Enterpri ses JOB I0. 4 l7g 93-3 0ATE: ?-8-94Attn: Eustaqui o Corti na
P.0. Box 3149 SHEET t 0F 1Vail, C0 81658-3149
PR0JECT; Liftside Building, east of Uesthaven Orive and Vestin Hotel , South Frontage Road test, Vail, Colo.
PLACEI.IEIIT LOCAT IOI{ :Floor slab, ljnit 8-21
BATCH TICKET il{F0RllATIOtl SUPPIIIR: Uestern l{obile
TRUCK 0. ll4 TICKET 1t0. 0l 12t3 ltIX OESIGIi t{0. 44
TII'fE BATCHEO: 10:00 TIIIE ARRIVED: 10:27 TIIIE PLACED: 10:30 CU.YO.LOAD/ACCUIiI ?LlZg
FIELD TESTIIIG II{FORI{ATIOI{ SAI.IPLE TEI.IP: 55"F AIR TET.IP: "F
Tll{E TEST TAKEII: 10:37 SLWP: 7 ll{. AIR C0l{TEt{T: 4.71 llET UNIT tlEI6HT:
JOB SPECIFICATI0T{S: SLUHP: 4 1t{. AIR COi{TEI{T: 3.0% TJATER AD0ED AT SITI GAL.
CYL I IIDER I IiFORI.{ATION
l'10. 0F CYLIIIDERS: 7 CYLIIIDER SIZE: 6"x 12" TIIIE CYLINDERS CAST: l0:48 IIHERE CAST: 0n-Site
CURIIIG IllF0Rl4ATI0ll heated area adjacent to
II{ITIAL CURE: 48 hours on-Site FIELD SToRAGE FACILITIES; Doured slab
DATE RECEIVED AT LAB: 2-10-9{ BY: FP & IIJ tlIN/tlAX
AGE
DAYS
DATE
TESTED
TOTAL LOAD
(L8s)
D IA}IETER
( rilcH€s)
AREA
(sQ Irl)
Col'lP.5TR.
f9(Il
TYPE OF
FRACTURE
CYLIIIOER
I'E I GHT
( L8s)
CYLII{DER
UI{ IT UEIGHT
( PCF)
7
7FC
28
28
e8H
?8H
2-15-94
2-15-94
?-r5-94
3-8-94
3 -8-94
3 -8 -94
3-8-94
97,500
90,500
90,500
126,000
123 ,000
13l,500
133.500
6. 00
6. 03
6.09
5.99
5.99
6.08
6.09
28 .27
28.56
29. 13
28. l8
e8. 18
29 .03
29. 13
3450
317 0
3l l0
447 0
4360
453 0
4580
col umnar
con/spl i t
shea r
sltea r
shear
snear
con /shea r
DES IGl{ STRETIGTH 4OOO PSI @ 28 DAYS
TESTS BY LABORATORY PERSOI{IIEL ARE IX ACCORDATCE VITH APPLICABLE ASTTI I.IETHODS UI{LESS OTHERUISE I{()TED
SOI,IE I]{FORHATIOT{ OF TEST REPORT I.IAY 8E PROVIDED 8Y OTHERS
REI'IARKS:
COPIES: R.A. Nelson & Associates, Inc.;
Torvn of VaiI; tJestern llobile;
J V A, Inc.; owathney Pratt Schultz;Bi l1y Barbour Bobby J.
FIELD OESERVER APPROVEO
Hays
8Y
LrsrtrpgPROJECT:
DATE:9'8'n4
vrA:l-laro De,urve.e<eo
QUESTION:
ATTft4ltED A?E <,icP?rea oF pA4ec, Fgec,m sE\ree1qL FrrLp F,EFanr5ruADe Bt C,ltgt{ UoRT}IEF.H lHC. €or{ceBHlltq FilF;ep9.c,oFtHq. AIIAVE CIR(.LE9 FEN,15 IA,I.IT4H WEPE EEPOILTED TO BE LE1, T$Ab,rTHE FeourRED Tllt<x.brets. puer$e t$DtcA-TE BeLoG) r+HATACTIO*' }I IA5 6€ET.T TIA|4E'\!, A|lD G.TTL' R-FJ q6(JR F€}F(5 "r}€'(o ,Me
loP?.Ea'to:cHeH tstoETI{€E r.,Tot.e.i, 6rt wAll-J VA
FRI+UK FpgLtER
Bnce.r Frs*e,s
F: l,rAulr\ bwEETFE 4E_fe
A.
B.
c.
I{ithin
Within
Ilours
llours
Week
24
72
1
-RESPONSE:
Date:
CHEN.NORTHERN, INC.
OOTSULTTIIG EIIGITEERS AIO SCTE]IIISTS
REPORT OF FIREPROOFING THICKNESS, DENSITY AND BOND STRENGT}I
At t tr|ltr.l ir'otaatlot tt cllantt, th. pulllc .nd ourralv.t, .ll raportr .r. iqhfltt.d rr th. contid.ntf.l prop.rty oaallantrr and ruthot'ltrtlot tor publlcatlon ot .trt-.nta. Concls3aon3 or .xtrrctt fro.r oa t"ag.r.tlht ou. trfirti li rrrrrvrdPan.lfng orrr wrlttrn r?pFov.l.
A !Ib.i of th. !!! grorp of ccrp.rf.3
T0r ltECll Enterprises JOB ilO. 4 l7E 93 3 OATE: 2_10_94Attn: lh. Eustaqulo Cortlna
P.0. Box 3lil9 DAtLr REpffir 10. 4i SHEET Z 0F 3Vatl, C0 81658-31{9
PR0JECT: Llfteide Bulldtng, Vatl, Col orado
|.|ATERIAL SPECIFIC,ATIOIS
ll lt|UFACnnER Grace llonocate
-
00llIRACf0R Rolltng Plai n
SOIID STREIIGTH (PSF)BEilSTTY (PCF)
PROJECT COIIDITIOilS
SUESTRATE PREPARATIOIS AIIB IETIT TETiIPERATURE
SAI,IPLE
IIUI,IBER
IEST MEA
I'ET
TEIGHT
(L8S)
DRY
IIEIGHI
(LBs)
l,toIsllnE
(r)DEilSnY
(PCF)
I
z
3
I
lhlt C-22, col unr betmen bedroo #3 ! master bed-roqtr
Unit G-22, deeking, brdroun fl, arst half, 6'
north of sorth rrl I
thit C-22, bean, kltchen, t8, rest of e.st uallt 6' south of north rall
Unit C-22, hal hay north of naster b€drodn, 8,
3outh of north $al I
iAIIPLE
lu!r8FR
ltll{Iilw{
Tltlcxr{Ess
(ril)
ilAt(Il'rw
THICKIESS
(It{)
AYERAGE
ll|lcKflEss
(Ill)
DESIGII
THICT$tgss
( lil)
80il0
SIIETIGTH
(PSF)
REIIAftKS
I
2
?
4
C3D
.4375
@
.375
1.6875
I .125
1.625
.6875
t. t8
.71
l.l7
.54
1.375
.375
t.0
.375
PROGRE5S REPORT:
COPIES: f,. A. llelson & Asso.
J.V.A., Inc.
Gnattmey Pratt Schul tz
Tolrn of Yai I
- Attn: Rick Agate
Carolyr Adans Fr€d R. C,aneron
FIETO OESERVER APPROVED BY
(b
CHEN.NORTHERN, INC.
COI{SULTII{G EIIGTilEENS AflD SCIEIITISTS
REPORT OF FIREPROOFING THICIflESS, DENSITY AND BOND $TRENGTH
' T0: lGctl EnterprlsesAttn: llr. Eu3tlqulo Cortlna
P.0. 8ox 3ltt9Vail, G0 81658-3149
PR0JECT: Llftslde tulldlng, Uall, Col orado
JoB tlo. | 178 93 3 IIATET 2-10-94
DAILY REPORI iIO. I4 SHEET 3 OF 3
f,IATERIAL SPECIFICITI0I{S C0I|IRACTOR Rolllns Plain
IIAIIUFICTWER Grace tbnocate - 80t{0 SIREilGTH (PSF) OEIISITY (PCF)
PR0JECT OoiloITtoilS
5U8SIRA1E PRTPARATIOIIS AIIBIEIIT TEHPERATURE
SAI{PLE
l0l,rBER
TEST MEA
ttsT
I'EI6HT
(tBs)
MY
IJEIGHT
(r8s)
ilotsnnE
(x)
Dtl{3ttt
(PcF)
5
6
7
I
lhlt C-21, col urm hetreen hal lnay on north and
kltchen
Unlt C-el, bear, north end bedrom fl, 3' east of
sest ral I
lrnlt C-el. deckl ng naster bedrod , east half, rl'
north of south ual I
tntt C-21, bce heteeen hallvay and naster bedrom
2.87 t.8l 21.7
fiIPLE
IWSEN
LIilIt{fi
THICKIESS(Iil)
HAXiliul AVERICE
mlcffess
( lfi,
DESIGII
THICKIIESS(!il)
BOIID
STREIIG'H
(PSF)
REIIARKSIHICKIE5s(Ittl
5
6
7
I
C@
.3?5
1.75
t.625
.68t5
1.625
1.52
l.e4
. .53
1.3125
1.375
1.0
.375
1.0
PROGRES9 REPORI:
CoPIES: R. A. telson & A$o. - Attn: Rick Agate
J.V.A., Inc,
Grattnrey Pratt Schul tz
Torn of Ual I
Carolyn Adams Fred R. Camron
FTELD OBSERVER APPROVED BY
Ar a firtu.l ?rot.ctlon to Gll.rt.r th. Frrbllc rnd oqraalv.3. .ll a.porlt rr. ruti|ltt.d .. tha eontlda''tlrl Pt.?.|'ty ot
cll.rtr. and tr|tiorlzrtlor for nobllcrtlot| ot 3t.tar|.nt3. Ccnclstlonr or attracti fl'oir or ratardlng or? rapartt la raaarv.d
pardlng o|rr uFltt.n agPtoval.
A i-b.r of th. !!!! gtouP of €o.p.nl.r
I
L
CHEN.NORTHERN, INC.
COIISIILTIIIG EIICIilEENS AilD SCIETITTSTS
FEPORT OF FIREPROOFING THICKNESS, DENSITV AND BOND STRENGTH
T0: l€Cll Enterprises JOB ;0. I lt6 9g 3 MlEr Z-15-9fAttn:. llr. tsstaqulo Cor na
P.0. 8ox 3l{9 qAtly REpmT ilg. f7A SHEET Z OF zVail, C0 81650-9149
PR0JECT: Llftrtde Eutldtng, Vcil, Cotorado
I,IATERIAT SPECIFICATI|nS
llAl{UfACIUnER 6race fmocrte
ConInACfm RolltnEPlatn
BoilD SIRET{GrH (PSF)oE[srrY (PcF)
PRoJECT Co IITIoHS not observed
SUBSTRATE PEEPARATIOTIS AI'ISIEIIT TEIIPERANNE
srlrPtE
ilU{EER
IESI ANEA
YET
rEt6lrl
(tBsl
MT
IIEI6HT
(tss)
IIOISTURE
(1)
DEI{SITY
tPcF)
I
2
3
lhlt C-32, decking ln bath, aorth of bedrooa 13
lhit C-32, col um soutttrest Glrnrr of badrom tl
lhit C-32, bern betreen llving roon and bedrooIt. l0' north of south rall 2.6it l. rfg l7 t4.8
iAI'IPLE
[,r,rBER
rIUXW
IIIICKIIESS
(tlr)
llAXIl'iln
THICKI{ESS(Iill
AVTRAGE
lHtcKfiEss
(m)
OESIGII
T}IICKTESS
(Iil}
80il0
STREII6TH
(PsFl
REI.IARKS
?
3-
.{3
@@
.t5
2.31
r.62
.62
l.il9
r.2l
.37
1.37
1.00
PROGRESS REPffiT:
C0PIES: f,. A. llel son & Asso.J.V.A.. Inc.
GriathEy Pratt Schul tz
Tom oJ Vai I
- Attn: Rict Agate
Carol yn Marns Fred R. carrron
FIELD OESERVER APPROVED OY
^r
. drtual prot.ctlon to clienti. tha ?rbllc .rd o{r..|r.t.. all r.goFti .ra 3{}-tt!.d .r tlrr conlld.nihl proF.rty otcllahts. .tld authorl:atlotr fot pulllcrtlon of.t t.|!.nt.. Co,tclurloli or.strrcti rr".t "...g.iiing ogr mpbrti lj r.rrvrdp.||dlng or.r rrlttan .Dtrov.l.
I |rl$.F ot tlt. !!E grolp ot corp.nt.r
CHEN-NORT|{ERN, lNC.
00ilsulTllt6 EI{GIilEERS Afio sclEllTlsrs
REPORT OF FIREPROOFING THICKNESS, DENSITY AND BOND STRENGTH
T0: ltrCtl Enterprl ses JOB 110. 4 178 93 3 0ATE: 2-16-91
Attn: lh. Euetaquio Cortlnt
P.0. 8ox 3ltl9 0AILY REP0RT ll0. 4AA SHIET e 0F 3
Y.i l, C0 81658-3149
PB0JEGT: ttftrtd€ &rlldlng, Yail, Colorado
IIATERIAL SPECIFICATIOIIS
,lAlllrFACnnER 6race l{onocate
C0IIIRACTOR *ol I lng Plaln
BOr{o STRETGTH (PSF)0EISITY (PCF)
PRNECT COlloITlol{S not observed
SUESTNATE PREPIRATIOIIS ATSIEilT TTT,IPEMTURE
SAIIPLE
ill|tBER
IESI ATEA
IIET
ltrIGHT
(LBS}
'. mY
UEIGHT
''(L8S)
ltolsnnE
(1)
0tfistTY
tpcF)
I
2
3
4
5
lrnlt C-31, col ums southr€st corner of naster
b€droot
trrit C-31, bear betrcen bedroors I and 3, 14.5' of
northest r|ll
lhit C-31. kltchen, l0' south of north rall
ihit CdlZ, colun betre€n llvinE rom & bedroor 13
lhlt c-4e, beam over meter bath, 12.5' of north
ral I
iAIiIPLE
IUIBER
ilIililUfl
nIcKfrEsS
( Itl)
itAxIilu|
IHICr(ftESS
(n{)
AYERAGE
rutcrfiEss
(Itl)
tt[sIG]l
Tr{ICKflESS
( lfl)
801{0
STRilGTH
(PsF)
NEilARKS
I
?
3,
4
5
€9
@
.14
€@
@
?.75
t.63
1.0
1.88
1,88
1.59
l. t5
.61
1.49
t.24
1.37
1.00
.3E
1.38
t.00
PR0GRESS REPoRT: '
C0PIES: R, A. llel son & Asso, - lttn: Rlck Agate
J.V.A., lnc'
Glratlrpy Pratt Schul tz
Torn of Vai I
Carol yn Adams Fred R. CalPron
FIETD OBSENVER APPROVED 8T -
Ar a hstr.l pr..t.ctlo.r to cllanta, th. p{bllc.nd osit.Ivaar all ralortt .r. 3||blt-t.d r. tha contldattlat Prct'rty tt
cllantr. rnd .uthoriartlon far plbllcrtlba oi atrt.i.rtt. Col€ltrlona or .rltacta Itd cF ragardlnt oqr raFcrtt ll l''t't'vtd
panallng o||r irltt.r .p!rav.l.
A G.*.r ol th. !!! troup of corP.nl..
CHEN-NORTHERN, INC.
COISI'.TIIIG ETGIIIEERS ATID
REPORT OF FIREPROOFING THICKNESS,
SCIEIITISTS
DENSITY AND BOND STRENGTH
I
T0:. l{ECl{ EnterprlsesAttn: llr. Euetrqsl o Cortln
P.0. Bot 3149Uail, C0 41658-31{9
PROJECT: Llftslde Bulldtng, Tell, Colorado
JOB tlo. I 178 93 3 0ATE! 2-22-94
OAILY REPORT IIO. 50 Slffl E OF E
IIATENI& SPECI FICATIOIIS
tlltlUFACTlfiER Grace l{onooate
COIIIMCTOR RolllngPlaln
EoilD STnEilGTH (PSFI oEilstTY (PCF)
PRNSCI COTDITIOTS
SUESTNATE PREFARATIOIIS AIIBIEIIT IEilPER,AilNE
SAIIPLE
ilUilBER
TEST ANEA
UET
UEIGIIT
(LBS)
DRY
I'EIGIIT
(LBs)
ftotsnnE(rl I'EIISITY
(PcF)
I
2
3
1
lhlt B-21, colrnr, north end of mlddle hedrosn, 18'
east of rcst iul I
ll|lt B-21, be.n lt[' north of south r.,l I .ndertt of Yert r.l I
lrl'
lrnit B-zt, dec*lnE approx. centerllne of unlt,3' south of north rall
tlrlt 8-?1, beu, 35' north of south rall and 7'
eest of rest rel I
3.45 1.83 15.5
iAIIPLE
IIIIBER
lililIHlx
THtCXfiESS
( lll)
ilAXl|.tu'l
tHlcKrEss(Iil'
AYERACE
lltIcKilEss
(ul)
0EstGll
IHICKIIESS
( Ill)
801t0
SIREIICIH
(PsF)
REIORKS
I
2
3
4
a-9
l.l3
@
@
1.63
l.88
.5:l
2.0
t.{6
l.ill
.tf
I .18
t.3E
1.00
.38
1.0
Contractor ras advlsed of thickners.
Contractor ras advi sed of thlckners.
PRIIGRESS REP{IRT:
CoPIES: R. A. llel son & fuso. - Attnr Rlck Agate
J.V.A' ' Inc.
ArathEy Pratt Schul tzT*n of Yai I
Carolyn Adans Fred R' Caneron
FTELD OESERVER APPROVED BY
^r a ratcrl protactlcn to cllentt, ttrr guitte r|rd cu?i.lv.r! all r.portr rr. rtbittad r. th. eonfld.ntlr'l DroF.rty atcllaDtrr rnd arthcFlsatlon for pubtlc.tlon.ct 3trt*ntt. Coacturlonr or attracta tron or aagardlng out. ratlor'ta la rtsarvad
Daftllnt oltr Flttaa atpraval.
l d.|- of tha !I! gro||F ol crp^ni.3
oI
o/ oo/ J'o
@/
'r-
&,/
X oal
\
C7 AO,/ =/o /' c8
sle.)
.:*
rl,#
,o
CHEN-NORTHERN, INC.
COI{SULTIl{G ETIGI I,IEERS AIID SCIEIiITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As. mutu.l protcctlon to cli.nt', th. public rnd ouri.lv.r, .11 r€ports rr€ subhltted rr the confldlentlrl proparty of
cl{cnt3, .nd ruthorlz.tlon tor Fublicrtion of st.tEn€nts. Concluslons or cxtr.ct3 from ol'tagardlng orr r.port3 l3 r.terv.d
pand'lng our wrltt.n approvrl S.nFles will bo dlsposed of rft€r testing ls complet€d unlcaa othcr arrrngorncnit rgr.€d to
ln wrltlng.
A m.mber ;f the lII group ot companlcs Form t{o. C}.Ell3A 6/91
T0: IIECM Enterpri ses JOB ti0. 4 178 93-3 DATE: 2-10-94Attn: Eustaqui o Corti na
P.0. 8ox 3149 SHEET I oF IVail, C0 81658-3149
PROJECT: Liftside Building, east of llesthaven Drive and llesti n Hotel , South Frontage Road lJest, Vai1, Co1o.
PLACEMEHT L0CATI0]i: Slab in tnit C-31
BATCH TICKET I I{FORI,IATION
TRUCK ilo. 100
TIIIE BATCHED: 9:11
TICKET r.t0. 01 ! 230
TIME ARRIVED: 9:30 T IME
SUPPLI ER: llestern I'lobi le
TIIX DESIG}I NO. 44
PLACED: 9:43 CU. YD. LOAD/ACCUM: 7121128
FIELD TEST]NG INFORMATIOII SAMPLE TEMP: AIR TE}IP:
IME TEST TAKEI{: 9:50 SLWP: 4 3/4 !l{. AIR C0flTE l: 6.3% UET UNIT UEIGHT:
JOB SPECI FICAT I0l'lS: SLUI'IP: 4 I . AIR CONTE]{T: 3 % IIATER ADDED AT SITE GAL.
CYLII{DER INF()RMTIOI.I
N0. 0F CYLII{DERS: 7 CYLIT{DER SIZE: 6"x 12" TIME CYLINDERS CAST: 10:00 UHERE CAST: On-Site
CURII{G I NFORI.IATION
Il{ITIAL CURE: 24 hours 0n-Site
DATE RECEIVEO AT LAB: 2-11-94
FIELD STORAGE FACILITIES: in heated trailer - FC
BY: C.A.MIr{/[AX
A6E
DAY S
DATE
TESTED
TOTAL LOAD
(LBs)
DIAI.{ETER
( r NcHES )
AREA
(sQ rr{)
COMP.STR.
(Psr )
TYPE OF
FRACTURE
CYLIIIDER
IIE IGHT
(L8s)
CYL INDER
UTIIT TIEIGHT
(PcF)
7
1
7FC
?8
z8
28H
28H
2-17 -94
z-17 -94
2-r7 -94
3-10-94
3-i0-94
3-10-94
3-10-94
95 ,000
97,000
97 ,500
L22 ,500
125,500
131 ,000
132 .000
6.00
5.99
6.03
6.08
6.00
6.08
6.08
?8.27
28. 18
28. 56
29.03
28.27
29.03
29.03
33 60
3440
3410
42?0
4440
4510
4550
shear
snear
shear
snear
shear
shear
shear
DESIGN STREIIGTH 4OOO PSI O 28 DAYS
TESTS BY LAEORATORY PERSONNEL ARE I ACCORDA CE YITH APPLICABLE ASTI'{ I,IETHODS UIILESS OTHERUISE I{OTED
SOI..IE I1{FORI.IATIOI{ OF TEST REPORT I,IAY BE PROVIOED BY OTHERS
REI.IARKS:l% Daraset accelerater
C()PIES: R.A. l{el son & Associates, Inc
Town of Vai I ; l{estern l,lobi I e;
J V A, Inc.; Gwathrney Pratt Schultz Carolyn Adams Bobby J, Hays
FIELD OBSERVER APPROVED BY
CHEN.NORTHERN, INC.
COIISUITII{G EII6] I{EERS AI{D SCIENTISTS
REPORT OF CONCRETE TEST CYLINDER DATA
A3 a muturl piotection to c'llsnts, the publ{c and ours€lves, rll reports are subnltted as the conlldi€ntie'l propErty ol
clients, rnd authorlzatlon for publlcation of it.t.ments. Conclusions or.xtracti frotu or r€garding our raPorts ls res.rved
pendlng our written dpproval. Sr|nplcs will be dltposed of.ft€r tcsting l! completed unless other .rranEahants agreed toin wr'ltlng.
A nenbcr 6f thc EM grouF of complnlar Form No, CHE113A 6/91
T0: llE0l{ Enterprises JOB t{0. 4 178 93-3 DATE: 2-11-94Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F I
Vai l, C0 81658-3149
PR0JECT: Liftside Butlding, east of Yesthaven Drive and Uestin Hotel , South Frontage Road Uest, Vail, Colo,
PLACEiTENT LOCATIOI{:Uall on L line from P.6 to 19 line
BATCH TICKET IllF0Rl,lATl0N SUPPLIER: l{estern flobile
TRUCK 0. i50 TICKET 0. 011241 t'tIX DESTG N0. 39
TIME EATCHED: l:41 TIME ARRIVED: 8:15 TIIllE PLACEO: CU. YD. L0AD/ACCUtllt 7/74/?L
FIELD TESTING I IiIFORI'IAT I OII SAI,IPLE TEIiIP: 67'F AiR TEMP: 15'F
TIiIE TEST TAKEII: 8:45 SLUlilP: ? ll?IN. AIR COllTEllT:S.4 % UEI UI{IT UEI6HT:
JOB SPECIFICATI0 S: SLU P: 4 ll1. AIR C0IITENT:4-8 U ITATER ADDED AT SITE GAL.
CYLII{DER ] NFORMATION
N0. 0F CYLII{DERS: 7 CYLII{DER SIZE: 6"x 12' TIt'lE CYLIT{OERS CAST: 8:55 IIHERE CAST: 0n-Site
cuRil,rG I t'lFoRl,rAT l0l{
II{ITIAL CURE: 24 hours On-Site
DATE RECEIVED AT LAB: ?-12-94
FIELD STORAGE FACILITIES: heated trailer
BY: C.A.MIr{/r,lAX
AGE
DAYS
DATE
TESTED
TOTAL LOAD
(LBS)
0lAtl[TER
( rNcHes)
AREA
(sQ IN)
COMP . STR.
(Psr)
TYPE OF
FRACTURE
CYtII{DER
t.IE I GHT
(LBS)
CYLII{OER
UNII UEIGHT
( PCF)
7
7
7FC
28
28
28H
28H
2-18-94
2-18-94
2-18-94
3- 11-94
3- l1-94
3-11-94
3- 1r -94
ll2,000
115,000
125,000
147,500
152, s00
153 ,000
161 .000
5.98
(oo
5.98
5.98
D.U5
6.08
6.05
28.09
28. 18
28.09
28.09
29.03
29.03
z8.t5
3990
4080
4450
5250
52 50
527 0
5500
con/shear
shear
con,/shear
conlshear
con/shear
consnear
con/spl i i
DESICI{ STRENGTH 4OOO PSI O 28 DAYS
TESTS BY LABORATORY PERSOTIIIEL ARE IN ACCORDANCE lt,ITH APPLICABLE ASTM METHODS UI{LE5S OTHERI.IISE NOTED
SOIIE JIIFORI.1ATI()N OF TEST REPORT I'IAY BE PROVIDEO BY OTHERS
REHARKS:lfl Daraset
COPIES: R.A. l{elson & Associates, Inc
Town of Vail; llestern l,iobi le;
J V A, Inc.; Gwathmy Pratt Schultz Carolyn Adams Bobby J. Hays
FIELO OBSERVER APPROVEO BY
CHEN.NORTHERN, INC.
COTISULTlI{6 EIIGIIIEERS AND sCI EI{T ] STS
REPORT OF CONCRETE TEST CYLINDER DATA
As a n|rtual protectlon to cll.nts, th! Fubllc and ouriclva3r all r.ports .rc sul*nltt.d rs th. eonlldlentl.l propcrt,y of
clfents! and authoFlzatlon foF publlcatlon of 3tatefianta. Conclurlars or.xtrlcts fto|n or regrrdlag our reportt l3 tatarvad
pcndlng our wrltt.h.pprov.l. Samplc3 llrlll bc dlspo3ad of rft.r trstlng l3 compl€t.d unlc3! other rFrrngi.|$€nt! .graaal to
{n wrlt'lng.
A merb.r ;f th. !.1!! group of cornprnlcs Form No. Cr.lEll3A 6/91
T0: llECll Enterprlses J08 ll0. 4 178 93-3 oATE: 3-2-9ilAttn: Eustaqulo Cortlna
P.0. 8ox 3149 SHEET 1 0F 1VaiI, C0 81658-3149
PR0JECT: Liftside Suilding, east of l,lesthaven Drive and lJestl n Hotel , South Frontage Road i,lest, Vail, Colo.
PLACEl.lEllT LOCATI0N: Slab over nechanical roon, and bicycle locker room slab.
EATCH TICKET I llF0Rl.|AT l0ll SUPPLIER: llestern l,lobl I e
TRUCK lto. 161 TICKET fio. 01 1303 HIX DESIGil t{0. 44
III|E BATCHE0: 1l:24 TlllE ARRIVED: 1l:50 TlllE PTACED: l2:t0 CU.YD.[0AD|AC9[M: 7/35
FIEIO TESTIIIG I l{FORltAT I0l{ SAilPLE TEHP: AIR TEIIP: 40"F
TII'{E TIST TAKEI{: lZ:10 SLUHP: 4 l/2 ltl. AIR C0IiTENI:S.9 S vET Ul{lT UEI6HT: 138.1
JOB SPECIFICAT I0lis: SLUIIP: 4 lll. AIR COI{IEI{T: 4-81 UATER ADOED AT SITE I 6At.
CYL ]I{D[R II{FORMATIOII
t{0. 0F CYLIilDERS: 7 CYLII{DER SIZE: 6"x 12" TIl.lE CYLI DERS CAST: l?:20 UHERE CAST: 0n-Site
cuRllrc Il{FoRilATl0li
I1{ITIAL CURE: 24 hours 0n-Site
DATE RECEIVED AT LA8: 3-3-94
FIELD SToRAGE FACILITIES: trailer except field cure
BY: C.A.Mt ir/[Ax
A6E
DAYS
OATE
TESTED
TOTAL LOAD
(L8S)
DIAI.{ETER
( rr{cHEs)
AREA
(sq Iil)
COMP. STR.
(PSI)
TYPE OF
FRACTURE
CYL I f{DER
YE IGHT
(L8s)
CYL II{DER
UI{IT IJEI6HT
(PcF )
7
7FC
28
28
?8H
28H
3-9-94
3-9-94
3 -9 -94
3-30-94
3-30-94
3-30-94
3-30-94
87,000
07,000
90.000
6.00
6.00
5 .98
?8.?7
28.?l
28.09
3090
3080
3200
shear
shear
snear
DES16II STREI{CTH 4OO()PSI O 28 DAYS
TESTS 8Y LABORATORY PERSOIIIIEL ARE I ACCORDAIICE I.'ITH APPLICABLE ASTI.I METHODS UIILESS OTHERTISE I{OTED
SOI.IE IIIFORHAT]ON OF TEST REPORT I,IAY BE PROVIOED BY OTHERS
RE ARKS: Pumoer moved li:10 - 1l:45. lI accelerater added to this mix,
CoPIES: R.A. l{elson & Associates, Inc
Town of Vai I ; Vestern l,lobi'le;
J V A, Inc.; Gwathrey Pratt Schultz Carolyn Adams Eobby J. Hays
F]ELD OESTRVER APPROVED BY
CHEN.NORTHERN, INC.
CONSULTING ENGII{EERS AND SC I E}ITI STS
REPORT OF CONCRETE TEST CYLINDER DATA
As ! mutu.l protcctlon to cllent3, the publlc end ours€lves, rll reports ar€ submitt€d as th. confldl€ntlal prop€rty of
cllants, and authollz.tJon for publlc!tlon of statdn€nts. Conclu3lons or extr.cts fron or reg.rding oar r.port3 ls resGrv.d
pending osr writt€n apprDvrt. Slrnplar t{t]l be dlsposad of.ft.r testing l3 compl€ted unless othE. rrrang€mcnts rgr'.€d to
Jn vf lt{ng.A mdrb.r at th€ E!! group of comp.ni.3 Form No. CME113A 6/91
T0: MECttl Enterprises JoB N0. 4 L7g 9g-3 oATE: g-3-94
Attn: Eustaqui o Cortina
P.0. Box 3149 SHEET 1 0F IVai1, C0 81658-3149
PR0JECT: L'iftside Building, east of lfesthaven Drive and l{estin Hotel , South Frontage Road Uest, Vail, Colo.
PLACEI'IENT LOCATIOTI :Floor slabs for Unit B-41
BATCH TICKET INF0Rl,lATI0tl SUPPLIER: trlestern f'lobi I e
TRUCK N0. 161 TICKET lto. 01 1314 l.tIX D[s]Gt{ t{0. 44
TIME EATCHED: 9:25 TII1E ARRIVEo: 9:40 TIME PLACED: 9:46 CU. YD. LOAD/ACCU!|I: 7128128
FIELD TESTII{6 ItlFoRtlATIol{ SAIIPLE TEl,lP: 7t"F AIR TEI"P: 45"F
TIME TEST TAKEI{: 9:54 SLUIIP: 5,0 IN. AIR C0NTEI{T: 5.5% }JET UI{IT LTEIGHT:
JOB SPECIFICATIONS: SLUMP: 4 IN. AIR C0NTEI{T: 3 % UATER ADDED AT SITE GAt.
CYLINDER INFORMATIOI{
N0. 0F CYLINDERS: 7 CYLINDER SIZE: 6"x 12' TIME CYLINDERS CAST: 10:04 I{HERE CAST: On-Site
CUR]Nq I NFORI'IAT IOI{
INITIAL CURE: 24 hours
DATE RECEIVED AT LAB:
0n-Si te
3-4-94
FI ELD STORAGE FAC]LITIES:
8Y: C. A.
trai ler except field cure
!il N/MAX
AGE
DAYS
DATE
TESTED
TOTAL LOAD
(LBs)
DIAMETER
( rr{cHEs )
AR EA
(SQ IN)
cor,rP . sTR.
(PsI)
TYPE OF
FRACTURE
CYLII{DER
IIE I6HT
(LBS)
CYL Ii{DER
UIlIT TIEIGHT
( PcF)
7
7
7FC
28
28
28H
28H
3- 10-94
3-10-94
3- 10-94
3-31-94
3-31-94
3-31-94
3-31-94
100,000
92,500
105.000
6.00
6. 00
6.00
28 .27
2A.27
28 .27
3540
327 0
3 710
shear
shear
shear
DESIGN STREI,IOTH 4OOO PSI G 28 DAYS
TESTS BY LABORATORY PERSOI{NEL ARE IN ACCORDAI{CI !I]TH APPLICABLE AST}.| METHODS UNLESS OTHERUISE I{OTED
SOME INFORI.IATIOI{ OF TEST REPORT I'IAY BE PROVIDED 8Y OTHERS
REHARKS:1Z accel erater
C0PIES; R.A. l{e'lson & Associates, Inc.;
Town of Vail l lJestern llobile;
J V A, Inc.; Gvratlmey Pratt Schultzi Carolyn Adans Bobby J, Hays
FIETD OBSERVER APPROVED BY
CHEN.NORTHERN, INC.
COI{SULTI IIG ENGII,IEERS AND SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: l'{ECf,l tnterprises JoB tio" 4 lZB 93-3 DATE: J-4-94Attn: Eustaquio Conti na
P.o. Box Jl49 SHEET I oF IVail, C0 81658-3149
PR0JECT: Liftside Building, east of l,lesthaven Orive and llestin Hotel , South Frontage Road llest, Vail, Co1o.
PLACE},IET{T LOCAT IOII i Floor slab for unit B-5I
BATCH TiCKET I1{ FoRlilAT I0l{
TRUCK NO. 183
TIiIE BATCHED: 9:04
TICKET N0. 01-1325
TIIIE ARRIVED: 9;25
SUPPLIER: kestern l'lobi'le
lllx DESIGN fio. 44
TIME PLACED: 9:3i CU. YD. LOAD/ACCUIi|:7 /t4l?8
FIELD TESTII{G I]{FOIHATIOII SAMPLE TEIiIP: 72'F AIR TEI{P: 35'F
TII{E TEST TAKET{: 9:38 SLUHP: 4.0 IN. AIR C01{TENT:4.1 % UET UIIIT IJEIGHT:
JOB SPEC IF1CATI0|iS: SLUl,lP: 4 ltl. AIR CONTEIIT: 3 % WATER ADDED AT SITE I cAL.
CYLII{DER iIIFORMATION
N0. 0F CYI INDERS: 7 CYLIIIDER SIZE: 6"x 12" TIl,lE CYLII{DERS CAST: 9:48 UHERE CAST: 0n-Si te
CURII{c I l{FoRl,lAT I0N
itIITIAL CURE: 24 hours 0n-Site
OATE RECEIVED AT LAB: 3-l-94
FlELD STORAGE FACILIT]E5:BY: C. A. MI N/l'lAX
A6E
DAYS
DATE
TESTEO
TOTAL LOAD
(tBS)
D I AI,IETER
( I NCHES)
AREA
(sQ il{)
COMP. STR,
(PSI )
TYPE OF
FRACTURE
CYLIIIOER
UE IGHT
(LBs)
CYL II{OER
UII IT IJEIGHT
(PcF)
1
7
7FC
?8.
z8
28H
28H
3 - 11-94
3- l1-94
3- 1l -94
4-1-94
4- 1-94
4-l-94
4-1-94
105,500
111,000
118.500
6.09
6.08
5.99
29.93
29.03
28. !8
3630
3820
42r0
shear
shear
con/shear
DES IGI{ STREI{GT}I 4OOO PSI O 28 DAYS
TESTS BY LABORATORY PERSOI1NEL ARE II{ ACCORDAI{CE li,ITH APPLICABLE ASTM METHODS UI.ILESS OTHER!'ISE I{OTED
SOME II'IFORI.IATION OF TEST REPORT I'IAY BE PROVIOEO BY OTHERS
REHARKS: 5% accererater. Four gallon additional uater added after sample was taken.
COPIES: R.A, lielson & Associates, lnc.;
Iown of Vail; l,lestern obile;
J V A, Inc.; Gwathmey Pratt Schultz;Canolyn Adams Bobby J. hays
FIELD OBSERVER APPROVED BY
A3 a mutull protectfon to cll6nts, the publlc .nd our.sclv€s, all r.ports rl^e submitt.d rs the confidientlrl prop€rty of
cll€nts, and authorize?ion foi publlcatioh of statenants. Conclugions or extracts fron or r€g.rding our. rcForts l3 rcrcrv.dpending our written rppiovrl. Sanple3 will be dirpoe.d of ltter testing ls cotnp'leted unl€sa other aFrhgsn€nta rgreod toln wrltlno.
A member ;f th. !I! group of comp.nle3 Fonfl No. CME113A 6/91
CHEN.NORTHERN, INC.
COI{SULTI I'IG ENGI?IEERS AND SCiENTISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As ! mutual prot€ctlon to clicnt3, the public .nd our3€lves, .ll reports aie submittcd as the confidi.ntlal ptopcrty of
clltnt3, rnd drthorlzltion for publlcrtion of 3tat€m6nt5. ConelurJons or, artracts from or Feglrdlng our" rsports l3 Falcrv€dp.ndlng oqr wrlttcn approvr]. Srnples |llll be dl3posed ot aft.r. testing it co|||plet€d unl€ss oth.r ar..ngenEnt6 rdra€d toln writing.
A menber of. the !f! group iot compuJes Form t{o. e E113A 5/91
T0: llECl,l Enterpri ses JOB ll0. 4 178 93-3 AATE: 3-7-94Attn: Eustaqui o Corti na
P.0. Box 3149 SHEET 1 0F IVail, C0 81658-3149
PR0JECT: Liftside Building, east of lJesthaven 0rlve and |testin Hotel , Sorrth F rontage Road llest, Vail, Colo.
PLACE},IENT LOCAT IOI{ :Floor slab for Unit C-51
EATCH TICKET INF0RI|ATI0I{ SUPPIiER: llestern l'lobi le
TRUCK O. 114 TICKET IIO. Oi 1338 MIX DESIGI{ NO. 44
TIME BATCHED: 8:57 TIl'lE ARRIVED: 9:20 TIIIE PLACED: 9:28 CU. YD. L0AD/ACCU\|:. 7l2ll28+
FIELD TESTING INF0RMATI0I{ SA},IPLE TEMP: 64"F AIR TEIIP: 357
III'IE TEST TAKEII: 9:35 SLullP: 5 3/4 lll. AIR COl{TEllT: 6.1% llET Ul{lT UEIGHT: 138.5
JOB SPECI F ICATI0}IS: SLUMP: 4 I1{. AIR COi{TEI{T: 3 % !,ATER ADDED AT SITE 10 6At.
CYLlNDER I NFORMATION
1{0. 0F CYLINDERS: 7 CYLIN0ER SIZE: 6"x 12" TIUE CYLINDERS CAST: 9:45 IIHERE CAST: On-Site
CURIN6 ] I{FORMATION
Il{ITIAL CURE: 24 hours On-Slte
OATE RECEIVE0 AT LAB: 3-9-94
FIELD ST0RAGE FACILITIES: hated trailer exceDt field cureBY: 8.8.r'tIN/MAX
AI,:IE
DAYS
DATE
TESTED
TOTAL LOAD
(LBs)
OIAMETER
( Ir{cHES)
AREA
(sQ Ir{)
coHP. sTR .
(PSr )
TYPE OF
FRACTURE
CYLI NDER
l,E IGHT
( LBS)
CYLINDER
t,}II I 1JEIGHI
( PcF)
7
7
7FC
28
28H
28H
3-14-94
3-14-94
3-14-94
4-4-94
4-4-94
4-4-94
4-4-94
77 ,000
77 ,000
82.000
s.98
5.98
5.98
28.09
28.09
28.09
27 40
27 40
2920
snear
snear
shear
DESIGI{ STRENGTH 4OOO PSI @ 28 DAYS
TESTS BY LABORATORY PER5ONNEL ARE III ACCORDANCE UiTH APPL]CABLE ASTM I'|ETHOOS UNLESS OTHER!'ISE I{OTED
SOiIE I}IFORIIATIOI{ OF TE5T REPORT IIAY 8E PROVIDED BY OTHERS
REMARKS:
COPIES: R.A. llel son & Associates, Inc
Town of Vail; Western llobile;
J V A, Inc.; GvJathney Pratt Schultz Carolyn Adams Bobby J. Hays
FIELO OBSERVER APPROYEO 8Y
\
flFR-15-1994 11'E Ftl0lil ffiTtrttl lESIGill CORP,TO 13834',76161? P.A1
&
3[r I
P+
f'
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'DQ/ n. rer/loore Consurr .q Eng feers and Screnlists
5080 Road 154
Grenu/ood Spr ngs. Cororado 81601
303 945,/458
303 945.2363 Facs'mlLe
March ?2.1994
Gwathmey Pratt Scbultz
Attn: Mr. Danny Swertfeger
1000 South Frontage Road West
Vail, CO 81657-5047
Subject: Fireproofing thickness, Liftside Condos, Vail, Colorado.
Job No. 4 178 93-3
Dear Mr. Swertfeger:
The testing methods we are using to determine the fireproofing thicknesses are per ASTM
E 605-93 ind the 1993 edition of the Underwriters l-aboratory Fire Directory. This new
edition of ASTM E 605 and 1993 edition of the UL Fire Directory addresses your concerns
of minimum thickness and the system used to calculate the average thickness.
These procedures are as follows: To determine minimum thickness, we use the U.L.
Directory as found on Page 16, fourth and fifth paragraphs. "tndividual measured thickness,
which exceeds the thickness specified in a design by 1/4-inch or more shall be recorded as
the thickness specified in the design plus l/4-inch. For design thicknesses 1 inch or greater,
rhe minimum illowable individuil thickness shall be the design thickness minus l/4-inch.
For design thicknesses less than 1 inch, the minimum allowable individual thickness shall
be the design thickness minus 25 percent.
The thickness of the cementitious mi,'<ture or sprayed fiber shall be corrected by applying
additional marerial at any location where: (1) the calculated average thickness of the
material is less than that required by the design or (2) an individual measured thickness
reading is more than 1/4inch less or more than 25 percent less. (for design thicknesses of
greatei than 1 inch and less than 1 inch respectively) than the specified thickness required
by the design".
ASTM E 605-93, 8.1.2.1: "For the purpose of averaging measurements, any measurement
6 mm (1/4-inch) or more, over the required design thickness, shall be recorded as the design
thickness plus 6 mm (l/a-inch). No individual measured thickness shall be more than 6 mm
less, or more than 25 percent less, than the required design thickness."
There are t\po areas below the minimum jobsite specifications. These areas are: Unit C-31'
column southwest of the master bedroom and Unit C-11, column between the living room
and bedroom #1.
Gwathmey Pratt Schultz
March 22,1994
Page 2
Our technician will return to the jobsite on March 24, 1994 to inspect these areas.
If this does not answer your questions or creates new questions, please do not hesitate to
call our office.
Sincerely,
CHEN-NORTHERN. Inc.
Brian Scanlan, S.E.T.
BS/bjs
cc: MECM Enterprises, Attn: Eustaquio Cortina
R.A. Nelson & Associates, Inc., Attn: Mr. Rick Agate
J.V.A., Inc.
Town of Vail. Attn: Mr. Dan Stanekv
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CHEN-NORTHERN, tNC.
COIISULTI I{G EI{6IIIEERS AIID SCIEl{TISTS
REPORT OF FIREPROOFING THICKNESS, DENSITY AND BOND STRENGTH
I0: llE0t't
Attn:
P .0.
Vail,
PROJECT:
Enterpri sesllr. Eustaqui o Corti na
Box 3149
c0 81658-3I49
li ftsi de Euilding, Vall, Colorado
JOB t{0. 4 I78 93-3 DATE: 2-9-94
OAILY REPORT I{0. 43 SHEET 2 OF
I,IATER IAL SPECIFTCAT IOI{5
IIAIIUFACTURER Grace l,lonokote
C0I{TRACT0R Rolltng Plain
BOI{D STRENGTH (PSF)DENSITY (PCF) 21.4
PROJTCT COI{DI T IONS
SUBSTRATE PREPARATIotts not observed AI.I8 I EIIT TEI'{PERATURE
SAHPLE
IIUHEER
TEST AREA
VET
I{E IGHT
(L8s)
DRY
UE IGHT
(LBs)
ll0l STt,RE
(s)
DEI{S ITY
( PCF)
i
4
5
Unit C-ll, col unn between living room & bedroom
Unit C-ll, decking, approx. centerline of living
room
Unit C-11, beam, centerline of bean over dinino
area
Unit C-l1, decking, bedroom #3, approx. centerline
of west hal f
Unit C-11, col r.nnn at northviest corner of nas. bedrm
3.44 1.78 2r .4
iAI.IPLE
IUI.IBER
ll I t{ IllUtl
THICKIIESS
(1il)
t'tAJ( I l,tull
THICKT{ESS
( ll{}
AVERAGE
THl CKIIESS
(Itt)
OES I GII
THICKI{ES5
($r)
BOI{D
STREilGTII
(PSF)
REI.IARKS
I
z
5
4
1.0
.43
.87
.31
t .75
.68
r.l7
.6?
L.87
1.39
1.?2
.44
L.?7
1.37
.38
1.0
.Jd
1.31
PR0GRESS REPORT: * lJe advised contractor that coverage in several areas, especially ares of test 1{o. 5,
was less than required by job site specs. Contractor agreed to apply another coat to these areas.
C0PIES: R. A. t{elson & Asso. - Attn: Rick AcateJ.V.A., Inc.
Gwattmey Pratt schul tz
I own ot var I
Carolyn Adams Fred R. Caneron
FIELD OESERVER APPROVED BY
As I nutu.l Prot.ctlon to cllantsr thr publlc rhd ouriolvc!. .ll r.port3 ar. iubmitt€d .3 thc confldcntlal propfty otclicnts, rlrd luthorlzrtlon for publlcctlon of 3trtaBants. Concl(3lon9 or srtFacts trom or ragardlng our r.port3 l1 rorat"vcdp6ndlng our wrltt.n aplroval.
A m€mbcr ol thc !!! Eroup of companl.s
CHEN.NORTHERN, INC.
cot{sulTIl{G Elr6tflEERs Alt0 scl El{TI sTs
REPORT OF FIREPROOFING THICKNESS, DENSITY AND BOND STRENGTH
T0: HECII €nterprises JOB 1{0. 4 178 93-3 DATE: 2-9-94Attn: llr. Eustaquio Cort i na
P.0. 8ox 3t49 DAILy REPORT H0. 43 SHEET B 0F 3
Vai l, C0 81658-3149
PR0JECT: Liftside Buildinq, Vail, Colonado
},IATER IAL SPECIFICATIOTIS
llAlllJFACTuRtR: Grace llonokote
C0I{TRACT0R Rol l ing Plain
80il0 sTREIGTH (PSF)DEr{srrY ( PcF)
PROJECT CO}ID I T IOIIS
SUBSTRATE PREPARATIOIIS A}IBIEI{T TEI,TPERATURE
SAI'IPLE
NUI'IBER
TEST AREA
IJE T
UE IGHT
(LBS )
DRY
I{E I GHT
(L8s)
I.TOISTURE DEI{S ITY
( PCF)
6
7
I
Unit C-12, beam over bath for bedrodn f3
Unit C-12, decking. approx. centerline of Iiving
roon
Unit C-12, interior colunns between living rocm
and bedrocin #l
;A}IPL E
IIJI'IBER
itlt{IHutl
THICKIIESS
(1ll)
r.rAx I ituil
THICK}IES5
( Iil)
AVERA6E
THICK ESS
( Iil)
DES IGI{
]HICKI{ESS
(lN)
B0lt0
sTREI{GTH
(PSF)
REI'IARKS
b
8
-61
1 l2
I 25
o4
l2a
1.29
I .61
t 0
37
ttI
PROGRESS REPORT:
C0PIES: R, A. llelson & Asso. - Attn: Rick Agate I
J. V. A. , Inc.
Gwatlmey Pratt Schultz I C"rolyn Adams Fred R. Cameron
Town of Vail I FIELD 0BSERVER APPR0VED BY
A5 r mutur'l Frot€ctloh to cl1.nt3, the publle rnd orrselvcs,.lt r€port3 lrc auhnltted a3 thc confldentlrl proPcr'ty of
cliGnts, .nd authorlzrtlon for publlcitlon of rtrt€n nti, Concluslo|rs or Gxtract3 fiom or r.grrdlrg our rePorts l3 rrs.Fv.d
p€ndl ng our |.,rltten .pprov!1.
A nemb€r of th. !!! group of corDp.nl€s
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CHEN.NOHTHERN, INC.
COI{SULTIN6 EII6I IIEERS AND SCIEl{TISTS
REPOHT OF FIREPROOFING THICKNESS, DENSITY AND BOND STREHGTH
T0: l{E0tl Enterrri ses JOB ll0. 4 178 93-3 DATE: 2-24-94Attn: l1r. Eustaqui o Cortina
P.0. Box 3149 DAILY REP0RT tlo. 51 SHEET 2 0F 2Vail, C0 81658-3149
PR0JECT: Liftside Building, Vai1, Colorado
IIATERIAL SPECIFICATI0I{S C0I{TRACToR Rol l i ng Pl ai n
I,IA UFACTIJRER 6race ilonokote ilK 6 80ND STRET{GTH (PSF) DENSITY (PCF) 15+
PRoJECT CottolT Iot{S
SUBSTRATEPREPARATIOTIS notobserved AI.{BI ENT TEIIPTRATURE
SAI,IPLE
?I UI,IBER
TEST AREA
YET
VT IGHT
(LBs)
DRY
IIE IGHT
(LBs)
I,IOI STURE
(s)
DEI{S tTY
(PCF )
I
3
Unit B-22, beam between naster and midd)e bedroon,
8'north of south wall,
Unit 8-22, decking in bath north of bedroon #3,
16' south of north rall.
Unit B-e?, colunn between living roorn and bedroon
#2. 6' north of south wall.
AMPTE
UI.IEER
Wl t'tul,l
THICKI{ESS
(li{)
l.tMIilu'l
THICKT{ISS
(ril)
AVERAGE
THICKNESS
( Iil)
DESIGII
TH I CKI{ ESS
(lr{)
BO}ID
STRENGTH
(PSF)
REI.IARKS
I
2
3
.88
3l
1.13
1.63
-oY
t.fo
t.14
.14
l.4l
1.0
.38
1.5t1
PROGRESS REPORT:
CoPIES: R. A. l{elson E Asso. - Attn; Rick Agate
J. V. A. , Inc.
Gwattrney Pratt Schul tz
Tolrn of Vai l
Carolyn Adams Fred R. Cameron
FIELD OBSERVER APESOYE! !I
Ai a nut{rrl protectlon to cliants, tba publlc rrd oursely€s, 61} r.ports rre submittGd a3 the confld€ntlal proF'rty ot
clients, and authorlzat,lon for publlcrtlon of 3tltan€nts. Conclualons or sxtracts frod or regrrdlng our r€ports l3 raicrv'd
Fendl rg our r,..lttcn .Fprovrl,
A nat||bar of th. lfI group ot companlcs
CHEN-NORTHERN, rNC.
cof{s[rLT I ltc EltGl]tEERs ArD SCtElrTtsls
REPORT OF STRUCTUFJ{L STEEL
TOr EC EnterprisesAttn: Eustaquio Cortins
P.0. Box 3149Vsit. Co 81658-3149
PRoJECT: Liftside Buitding East of Uesthaven Drive arid lrestin
JoB x0. 4 178 93-3 OAIE: Z-28-94
DAITT REPORT XO. 52 SITEET 1 OF
'Hotet. South Frontage Road test, Voil. Cotorado
fhe shear gtuols r€re acousticatty tested on the fiftfi ftoor tevet, 80, 3t,, betse€n grid tines 15-21
and AA-R, Att of the studs xere hit eith a hanrner ard three rere bent 15 degrees Hithout failure.
Atl of the sttds afe considered acceptabte,
The Helds rere visue y observed and the bolts rere checked for a srqg tight cordition on the Lift
framing. 90' 6n195, 9rt, betHeen grid tines Z-Zl ard L-?. tox roof level, 101, 0,., betreen grid tines
15-?? and Q-2, Eixth floor level, 101, 0r, betHeen grid tines 2-15 and AA-t and the 7th ftoor tevet,
111' 6n. betreen grid Lines 2-13 ard L-9, Alt ot the bolts ard Hetds rere found acceptabte except
at the loft level. One retd ras nrissing m the erbed ptate connectlon at U.2-17 and botts rere
found loose or nissing at the beam to beam connect i ons at A-13, Z-t8 and Z-19, These coffrect i ons
llere marked rith Hhite paint.
PROGRESS REPoRI Jeff rith R, A, |letson ard Bob Hith the erection crer rere informed of ny observstions.
COPIES: R.A. etson & Associates, lnc.. Attn: llr. Rick Agate;
J V A, Inc.i Guathmey Pratt schultz; I
ToHn of Vail, Attn: l,lr. Dan Stanek; I O"rr"tt tt*s
I frELD oBSERVER
Fred R. Ca|lerofi
APPROVED BY
As . mutu.l protoctlon to cl{6ntt. the publlc and ourr.lva3, .ll reDorts.r". iulnlltt.d.3 thc confld.ntl.l prop.rty of our cllcnts, {nd
authorlzatlon tot" publlcatlor of atatement. ConcluElons or Gttract3 fron or ragardlng out reports is t aaarv€d pandlftg our'r,r{ttah aPpl'oval.
Sl|nplar nil! b€ dlspo3€d of rftcr tciting ls compl.trd unl€ss othar arr.ng€ornts .r'! .gr.€d to ln writlng.
A r|e|nbor of the II! group ot cofiplnlss toir rb. trroa 6,tst
03/01/94 13:28 *t"rl-t"'#.:::t CEEN-NORTEERN
,f 3n!EIt85s5 fl0t
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CHEN.NORTHERN, INC.
COIISULTIHG E1{6I IIEERS AI{D SCIENTISTS
REPORT OF FIREPROOFING THICKNESS, DENSITY AND BOND STRENGTH
T0: l,lE0ll Entenprises JOB t{0. 4 178 93 3 DATE: 3-t-94Attn: llr. Eustaouio Corti na
P.0. Box 3149 DAILY REPORT N0. 5ZA SHIEI Z 0F 3Vai1, C0 81658-3149
PR0JECT : Ll ftsi de 8ui I di ng, Vai 1 , Col orado
I.IAT€RIAL SPECI FICAT IOI.|S
I|AI{UFACTURER Grace l.lonokote
C0iITRACTOR Rol1i ng PIain
BOND STRENGTH (PSF)DEXSITY (PCF)
PROJECT COIIDITIO]IS
SUBSTRATE PREPARATIONS not observed At.ISI EXT TEI'IPERATURE
SAI.IPLE
IIUI.IBER
TEST AREA
I.'E T
TIE IGHT
(LBS)
ORY
YE IGHT
(LBs)
I'IO I STURE
(%)
DEI{SITY
(PcF)
I
L
J
4
Unit B-31, bean betyeen living roon & bedroom #3,l0' south of north wall
tnit B-31, colum, northeast corner ba lcony of
bedroom #3
Unit B-31, decking, 3' west of east wa'll & 12'
north of south wall
Unit 8-32, bean, bedroom #2, 6' south of north wall
& 14' east of west wall
z.?7 L.J'72 11.3
iA},IPLE
lutilEER
11il{I},rul.l
THI CKII€s S
(ril)
I,IAX I iIUM
lHICKI|IESS
(ril)
AVERAGE
TflICKI{fSS
(IN)
DES I GII
lHICKI{ESS
(Il{)
80 D
STREIiGTH
(PsF)
REI{ARKS
1
2
?
4
.94
1.25
.56
.88
1.38
1.81
.61
L44
I II
5l
t4
t
1.0
1.38
.38
1.0
PROGRESS REPORT:
C0PIES: R. A. llel son & Asso. - Attn: Riek Agate
J.V.A., Inc.
Gwathrcy Pratt Schultz
Town of Vai I
Carolyn Adams Fred R. Cancron
FIELD OBSERVER APPROVED BY
As . mutual protectlon to cllents, thc publlc .nd orrEclvesr rll reporta are subnltt€d ar thc confldantl.l pioP.rty of
cllantr, .nd .dttrorl:rtlor for publJcrtror of ttrte,rerrtt. Corrclu3loDs or.xtract3 lrom or rcgrrdlng ou. raporlB l3 r.r.rvrd
pandlng our xrltten .ppr ov.l.
A h.mb.r ot tht !!! grooF ot complnl.s
CHEN-NORTHERN, INC.
COI{sULTI IIG ENGII{EERS AIID SCIEl{TISTS
REPORT OF FIREPROOFING THICKNESS, DENSITY AND BOND STRENGTH
T0: llECl,l Enterprises J08 N0. 4 178 93 3 DATE: 3-l-94Attn: i,lr. Eustaquio Corti na
P.0. 8ox 3149 DAILY REPORT ll0. 52A SHEET 3 0F 3Vail, C0 81658-3149
PROJECT: Liftside Euilding, Vail, Col orado
I'IATER IAL SP€C IFICAT IOI{S
I.IAIIUFACTURER Grace llonokote
C0HTRACTOR RollingPlain
BOI{O STREflGTH (PSF )DEfiSITY (PCF )
PROJECT COITD I TIOIIS
SUBSTRATE PREPARATIOI{S AI'IEIEIIT TEI.IPERATURE
sAt'{PtE
lrut'(8ER
TEST AREA
UET
UE IGHT
(LBS )
DRY
I'E I6HT
(L8s)
MOi STURI
(x)
DE'{SITY
(PcF)
5 Unit B-32, col urn between living roorn & bedroom #3,
2?' north of south wall
Unit 8-32, decking, naster bedroom, 4' north of
south wall and 4' vrest of south wall
iAI.'IPL E
IUI.,IBER
HIXI[Ul.l
THICKNESS
( It{)
HAX Il,lul'l
THICKIIESS
(IN)
AVERA6E
THICKI{ESS
til{)
0EsI${
THICKNESS
(1il)
BOND
STRENGTH
(PSF)
REI.IARKS
J
6
I .25
.38
I .88
.69
I .53
.56
I .38
.38
PROGRESS REPORT:
COPIES: R. A. l{e'lson & Asso. - Attn: Rick Aqate
J.V.A., Inc.
ovrath€y Pratt Schul tz
ToHn of Vai l
Carolyn Adams Fred fl. Caneron
FIELD OBSERVER APPROVED 8Y
As. trtutu.l protection to cllcnt., th. publ{c rnd oursclvei. rIl rapoitt rra.ubmltt€d rr th. confld.ntlal Froparty of
cllahtr, and.uthorlzatlon lor publlcrtlon of strt. rrt3. Concluslo|rs or.xtrlct3 tro or ragardlnE our r.ports l3 r.iGrvcd
F.nding our nrltten .ppr"ovll.
A |c.mb€r of thc EI! grolp of conplnlcs
CHEN-NORTHERN, INC.
coflst Lrtltc EltGmEERs A[0 sclEilTlsls
REPORT OF STRUCTT,'RAL STEEL
I0: ifEcll Enterprises JoB ll0. 4 l7a 93-3 DATE: 3-8-94Attn: Eustacpio Cortina
P.O. Box 3149vail., co 81658-3149 DATLY REPofiT [0. 55 SHEET I OF I
PROJECI: Liftsi& luilding Esst of gesthaven Drive ard Uestin llotet, South Frontage Rood llest, Vai[, Cotorado.
The shear strds yere acoustical ly tested on the 6th ftoor tevet, 90' 6t195' 9n. betreen grid lires
?-Zl and L-Z ard on the tor roof level, 101, 0x, betreen grid tines e-13 ard L-Y. six studs rere
bent 15" and alt the studs Hhen hit Hith a harrner, flere determined to be acceptable. The side taps
||ere not brrtton Fnched on the lou roof teve[, l0l, 0.r deck.
The A323 bolts ard fillet Hetds rere visually observed on the 5th tevel, 80' 0rr/85' 3n and 6th
level, 90, 6ttl95, gtt, betHeen grid tines 15-19 and L-S. The bolts and retds ]rere fourd to be
acceptgble except the beam to €fibed ptate cffnection on grid tine 15.1 at 0 ard P. The eoSeds rere
set lon ard only the bottom hstf of the shear tab coutd be rclded to the e|lH Ptate.
The botts that eere nissing on tine 10.5 betxeen o ard q (see report dsted 2-15-94) ard on tine Z
at 13. 18 ard 19 (see report dated 2-?8-91> rere instalted erd tightened during nry presence. fhese
connect ions are acceptabte.
The xetds noted during the above dates have not been corrected.
sixteen moment cornections Here tltrasonically tested 6rd are acceptable (See attached Kls report. )
PRoGRESS REPoRT Bob rrith the erection creH xas inforned of rry observat i on.
CoPIES: R.A. l{etson & Associates. Inc., Attn:
J V A, Inc.; GHathmey Pratt Schuttz,'
Torn of Vait, Attn: ilr. Dan stanek;
Rick A98te;
II Darret I Huss
I f IELD SSERVER
f{r.
Fred R. C Fron
APPROV€D BY
As a mutu!l Frot€ctlon to cllant3, thc publlc .nd outs.lv.3, .lI rcports lrG sut[ittad a3 th. confld€rtlal Propcl ty ot ori'ctl'nts' tnd
author.lzrt.lon for publlcatlon of statg$ant. Conclusions or axtructs from or ragardlng our raFort3.l3 re.sr-rv.d pandlng our wrlttan tpFl^ovll'
Sioplcs wtll b. dispos€d of .ft€r t.5tln9 l3 complcted unlai6 other rrrangcncnts ar. rgr€€d to ln wrltlng.
A ;!tt|b6r of ttrc !$ group of comp.ni.t r!F5' 'rlmr '/tr
o{/t1/94 tI-:b? Fttr:r03J 0210
6!- !O..or r3r l+
il$$ Inspecrion- Inc.
o."'* f,|urr. *rl.l*r^, 3 *
.re r/*it - A'fJttd.- fibid
t*i .--r_ ifl,n Dl, l" ?7. _ F!ffr|rrtfiarrthr sis 8Fcd.,, -|Ha.@ t,-+r.lTfd -., ,., rEilIi'qtrCdreUr*.qisdq.q;;flf!-,tUt
CEEN-NORTEERI{
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CHEN.NORTHERN, INC.
colsulT mc EltcmEERs AilD sctEllTtsTs
REPORT OF CONSTRUCTION ACTIVITIES
T0: l{ECll Enterprises JOB t{0. 4 178 93-3 DATE: 3-9-94Attn: Eustaouio Corti na
P.0. Box 3149Vail, C0 81658:3149 0AILY REPORT fi0. 54 SHEEI I 0F f
PR0JECT: Liftside Building east of llesthaven Drive and lJestin Hotel , South Frontage Road l{est, Vail, Colorado.
UEATHER COi{OITIOi{S AI{D TE}.IPERATURE
COI{TRACTOR'S CONSTRUCTI0II ACTIYIIIES: Placercnt of concrete for floor slab.
PERSOI{IiEL:
I{AJOR EQUIPI'|EI|T: Purp truck - Calco
ACTIVITIES: Concrete was placed for f|oor slab of the loft of level B-51, 52.
Plaeerent was made by using a pump truck.
CHEI{-I{ORTHERII ' S SITE ACTIVITIES
lle were on the jobsite as requested to test the concrete being placed for floor slab B-51, 52
loft. One field cure cy)inder rras cast along with slx cy1 inders for heated initial cure.
Seven cylinders were picked up frsn yesterday's pour.
VERBAL CO ruNICATIOI{ UITH COHTRACTOR, EI{GINEER, ARCHITECT, OU ER
Dave i nfonned me of concrete pours starting at 8:30 A.11. on Thursday and Friday, March 10 and 11,
1994.
COPIES: R.A. Nelson & Associates, Inc.
J V A, Inc.; Gwathney Pratt Schultz Town of Vai I 'l
I
Billy Earbour
FIELD OBSERVER
Fred R. Cameron
APPROVED BY
As r rutu.l !.ot€ctlon to cttcntB. the Dublic .nd ourr.lv.!, .lt rcport3.rc aubmlttad as th. confldcntlsl DroF.rty ol our-cllant3' rnd
iiti.i:iiii i "i'r-"' ii,l i i.it t.'"' .?-ii"i;;i: t-onliuitiniil-iit"o.ta i"",n "irig.iains our repoits {s rcscrved irnilns our rrltt.n rpprovlr.
S.mplos will b! di3po3ad of rftcr t.ttlng l3 c<fipl.tcd unl.sr othrr .rr.ngdn nt3 arc.gr€€d to In it'ltlng.
A menb€r of th€ lIll gtoup of cc|{ip.rles
CHEN.NORTHERN, INC.
COIISULTI}IG EIIGITI€ERS AI{O SCIENTIsTS
REPORT OF CONCRETE TEST CYLINDER DATA
As . mutu.l protectlon to cll.nt3. thc publlc .nd ouri.lve3, !ll r.portr .r. suhnltt.d 13 th. confldl.ntl.l proprrty ol
cllant3, and tqthorlratlon for publlcltlon of 5trtcmcnts. Conclus{on3 oi.rtracts from or rogardlng our r.poFtr l3 ratarvad
F.ndlng our wrlttan aFFrov.l. SrmpleB |{lll bG dl3po3cd of after t.stlng l3 conp'l.t.d unleir oth.r .rrlngcm.rt3 .gr..d to
ln |{rl t I na.
A m.mbcr 6l th. !&! grolp of comp.nl.s Forn o. ct4€r13A 6/91
T0: l'lECf,l Enterprises JOB l{0. 4 178 93-3 DATE: 2-15-94Attn: Eustaquio Corti na
P.0. 8ox 3149 SHEET I 0F IVail, C0 81658-3149
PR0JECT: Liftside Building, east of lfesthaven Drlve and llestin Hotel , South Frontage Road llest, Yail , Colo.
PLACEIIEIIT L0CATI0t{: foot i ngs
BATCH TICKEI IHF0RI'|ATI0II SUPPLIER: llestern llobile
TRUCK t{0. 150 TICKET t{0. 011254 ilIX 0ESIGI{ lr0. 39
T lf,tlE EATCHED: l2:?4 TIIIE ARRIVED: - TIME PLACEO: l:00 CU. Y0. LOAD/ACC$|: 5.5ll1lrL
FIELD TEST|IIG I l{F0RtilAT l0ll SAI'IPLE TEIIP: 64'F AIR TEI{P: 35'F
TItfE TEST TAKET{: 1:21 SLUIIP: 3l/4 I . AIR C0t{TEtlT:5.9 X l,ET U]{lT hlEI6HT:
JOB SPEC! F ICAT I0l{S: SLU},|P: Ill. AIR C0lllttlT: X I,ATER ADDED AT SITE GAL.
CYLIiIOER I TIFORI{AT ION
N0. 0F CYLIiIDERS: 7 CYLIIIOER SIZE: 6"x 12" TIl.tE CYLII{DERS CAST: l:31 UHERE CAST: On-Site
CTRII{G I I{FORI.IAT IOI{
Il{tTIAL CURE: 24 hours on-Site
DATE RECEMD AT LAB: 2-17-94
FIELD SToRAGE FACILITIES: heated trailer except field 6ure
BY:11.J.HI rl/r'rAx
AGE
OAYS
DATE
TESTED
TOTAL LOAD
(L8s)
D I AI.IETER
( IricHEs )
AREA
(sQ rr,r)
col.tP.sTR.
(Psl)
TYPE OF
FRACTURE
CYL II{OER
t/E i6HT
(LBs)
CYL II{OER
UilIT UEICHT
(PcF)
7
7FC
28
28
28H
28H
2-22-94
z-2?-94
2-22-94
3- t5-94
3 - 15-94
3- l5-94
3- 15-94
t12 ,500
112,500
112,000
147 ,000
148,000
155,500
146,S00
6.08
5.99
5.98
5.99
6.08
5.99
5.98
?9.03
28. 18
28.09
28. 18
29.03
28. l8
28.09
3870
3990
3990
s2?0
5100
5520
5?00
shear
shear
shear
coni cal
con/shear
con/shear
shear
DTS IGt{ STREIIGTH 4000 PSI O 28 DAYS
TESTS BY LAEORATORY PERSOXI{EL ARE II{ ACCORDAI{CE IJITH APPLICABLE ASTI,I I.IETHOD5 UIILESS OTHERT'ISE I{OTEO
SOI4E I IIFORI.IAT I OI{ OF TEST REPORT I,IAY 8E PROV]DED BY OTHERS
REI,IARKS:lX 0araset accel erator
COPIES: R.A. llelson & Assoclates, Inc
Town of Vaii; llestern llobiIe;
J V A, Inc,; Gwattnrey Pratt Schultz Carolyn Adams Bobby J. Hays
FIELD OESERVER APPROVED BY
CHEN.NORTHERN, INC.
CONSULTI[6 f I{6I I{EERS AI{D SCIET{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
Ai r fttturl pFotrctlon to cll.nt.'t th. publlc lnd our3.lvc3, ill r.portr ar. lubnltted a3 tha conf{dlentl.l ProP.rty of
cll.nt5'r lnd author.lzatlon for prbllcatlon of statanent!. Cohcluaioni or €ttr.cts fror| or ragardlnE our raportt l, iaaarvad
pcndlng our wl"itt.r .pprov.l. SrmplG3 rlll b. dlsFor.d of.ftcr tcstlhg i3 complcted un1.c5 othcr.rranEc.nt! rgr..o to
ln xrltlng.i merntir ir th. !l! gpoup of conprnl.s For'r No. c Ell3A 5/91
T0: ttEcfi Enterpri ses JoB ll0. 4 178 93-3 DATE: 2-16-94Attn: Eustaquio Cortl na
P.0. Box 3149 SHEET 1 0F I
Vai1, C0 81658-3149
PROJECT: Liftside Eullding, east of Uesthaven 0rive and Uestin Hotel , South Frontage Road llest, Vail, Colo.
PLACEiIEIIT LOCATIOI{ :l{al I on L Line
EATCH TICKET |tlF0RllATIOt{ SUPPLIER: l{estern l'lob'i I e
TRUCK r{0. 161 TICKET fio. 0l 1257 r,rrx DESIGI{ X0. 39
TIIfE BATCHED: 11:10 TltlE ARRIVED: 1l:30 TIil€ PLACED: l?:05 CU. YD. LOAD/ACCL|f{: 7/14/?L
FiELO TESI1116 ITIFORMATIOII
TII'IE T€ST TAKEti : 12 : 1l
JOB SPECIFICATIOII5:
SLIJI,IP
S LUI.IP
AIR
AIR
3ll4 It{.
Ifl.
SAIiPLE TE},IP:
C0t{TEllT:6.1%
C0llTEllT : X
65"F AIR TEli9: 35'F
IJET UI{ IT UE IGHT:
VATER ADDED AT SITE 6AL.
CYLII{DER I I{FORI.{AT I OII
lfo. 0F GYLIiIDERS; 7 CYLII{DER SIZE: 6"x 12* TIl,lE CYLII{DERS cAsT: L?:21 iIHERE CAST: on-Site
CURII{G I II FORI,IAT I O}I
INITIAL CURE: 24 hours 0n-Site FIELo SToRAGE FACILITIES: heated trailer excegt
DATE RECEIVED AT LAB: 2-17-94 8Y: l,l.J. tltt{/llAx field cure cyl .
At'E
DAYS
DATE
TESTED
TOTAL LOAD
(LBs )
OlAI'I€TER
( Ir{cHES )
AR EA
(sQ il{)
coHP . sTR.
(Psr )
TYPE OF
FRACTURE
CYLIIiDER
UE IGHT
(LBS )
CYLIIIDER
UlIIT VEIGHT
(PCF )
7*
?0
28
28H
28H
2-23-94
2-?3-94
2-23-94
3-16-94
3- l6-94
3- l6-94
3-16-94
107, s00
117,500
120,500
127,500
130,000
140,500
132,000
5.99
5.98
5.99
5.98
6.00
6. 08
6.08
28. l8
28.09
28.18
28.09
?8 .27
29.03
29.03
4540
4600
4840
4550
3810
't 180
4280
shear
shear
snear
shea r
shear
snear
confshear
OEsI6N STREI{GTH 4()OO PSI g 28 DAYS
T'5TS BY LAEORATORY PERSOIIT{EL ARE III ACCOROATICE TIITH APPLICABLE ASTI'I I,IETHODS UIILESS OIHERYISE I{OTEt)
SOI.IE I IIFORI,IAT I Ol{ OF TEST REPORT I,IAY BE PROVIDEO gY ATHERS
REiIARKS: li6 daraset accererater added to mix.* Field cure cyl inder: cylinder cured along Yrith concrete pour for 40 hours.
for 48 hours.
CoPIES: R.A, Nelson & Associates, Inc
Tonn of Vail; Uesterfl llobile;
J V A, Inc.; Gvattmey Pratt Schul tz Caroiyn Adams Bobby J. Hays
FIELD OBSERVER APPROVED 8Y
CHEN.NORTHERN, INC.
COI{SULTII{G EIIGI I{EERS AIID SCIEI{TIST5
REPORT OF CONCRETE TEST CYLINDER DATA
As. utuat prot.ctlon to cllGnt3, thc p|rbllc ind ours.lv.r, att rlport. arc rut{nltt.d rs th. confldlcntlal ProP.r'ty ot
cllents, rnd ruthorl:.tlon for publ{catlon ot 3trt$Ents. Conclu3lonr or €xtract. fro||| ar rcg6rdlng 9!M!:l1t- 1:_I:":lnttlpendlng our wfltt.n .pprovrl. S.mpl€r w{ll ba dlsposad of .fter tcatlng ls ccfipl.tcd unl€5s oth.r rrrangdn ntt .gr..o to
ir r|rltlng,
A "".li" it th€ gU! grouF of conpenlca Form xo. ci{Elt3A 6/91
T0: l.lECl4 Enterpri ses J08 N0. 4 178 93-3 DATE: 2-17-94Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F 1VaiI, C0 81658-3149
PROJECT: Liftside guilding, east of !,esthaven 0rive and Uestin Hotel , South Frontage Road llest, Vail, Colo.
PLACEI'|EIIT L0CATI0i{: Floor slab. Unit 841
SATCH TICKET I t{F0Rl,lATI0X SUPPLIER: l,lestern l'lobi I e
TRUCK l{0. 189 TICKET 1{0. 011261 f'lIX DESIGI{ ll0. 44
TII'|E BATCHED: 9:1? TIl,lE ARRMD: 9:20 Tlllt PLACED; 10:23 CU. Y0. L0AD,/ACCU||: 7128
FIELD TESTII{G I}tF0RttATI0t{ SA|,|PLE TEt'lP: AIR TEiIP:
TIifE TEST TAKEI{: !0:?2 SLUi(P: 4 l/4 ltl. AIR COllTEtlT: 5 I |JET UiIIT IIEIGHT: 14?.3
JOB SPECIFTCAT I0ltS: SLUl,lP: 4 IN. AIR C0l{TtilT: Max 3X UATER AD0E0 AT SITE I 6641.
CYL I'{DER IXFORI,IATIOI{
0. 0F CYLIIDERS: 7 CYLIIIDER SIZE: 6"x 12* TI]IE CYLIIIDERS CAST: 10:30 IIHERE CAST: on-Site
CURT]IG IIIFORI'IATIOI{
II{ITIAL CURE: 24 houns
DATE RECEIVED AT LAB:
0n'Si te
2-18-94
FIELt) STORAGE FACTLITIES:
BY: C. A.
Field next to poxer slab
6 in. heated field trailer
I't I N /ltAX
A6E
DAYS
DATE
TESTED
TOTAL LOAO
(LBS)
D IAI.IETER
( il{cHES )
AREA
(sQ ril)
cot'tP . sTR.
(Psr )
TYPE OF
FRACTURE
CYLIIIDER
t/E I6HT
(LBs )
CYL I IIOER
UII IT YEI6HT
(PcF )
FC7
z8
?8
2SH
28H
2-24-91
2-24-94
2-24-94
3-17-94
3- l7-94
3-17-94
3-17-94
105,000
100,000
98,s00
137 ,500
136,500
r35, 500
131 .500
6.09
6.05
6.06
6.07
o. vo
6.04
6.07
29. 13
28.7 5
28.84
28.94
28.84
28. 65
28.94
3600
3480
34?0
47 50
4730
4730
4540
shear
snear
shear
columnar
con/spl i t
coni cal
con/spl i t
OESIGI{ STREIIGTH 4OOO PSI O 28 DAYS
TESTS BY LABORATORY PERSOI{I{EL ARE ltI ACCORDA}ICE lIITH APPLICABLE ASTI..I I,IETHOOS UIILESS OTHERUISE ]{OTED
SOI'IE I IIFORI,IAT I OI{ OF TEST REPORT I,IAY BE PR(IVII}ED BY OTHERS
REIIARKS: lX daraset accelerater ln mix
C0PIES: R.A. llelson & Associates, Inc.;
Town of Vai l; lrestern ilobile;
J V A, Inc.; Gwathney Pratt Schultz;Billy Barbour Bobby J. HaYs
FIELO OESERVER APPROVEO BY
CHEN-NORTHERN, INC.
COI{SULTIIIG EN6INEERS AiID SCITI{T I STS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: l{ECtl Enterprises JoB ll0. 4 178 93-3 0ATE: ?-18-94Attn: Eustaqui o Cortina
P.0. 8ox 3149 SHEET I 0F IVail, C0 81658-3149
PR0JECT: Liftside Building, east of Uesthaven Drive and Yestin tlotel , South Frontage Road tlest, Vail, Colo.
PLACEHEI{T LOCATIOII:lJall, grid line 19, L through Q line.
SATCH TICKIT lflFoRlilAlloll SUPPLIER: tJestern tlobile
IRUCK t{0. 114 TICKEI ilo. 0t1271 tltx DESIGT{ r,to. 39
TIHE EATCHED: 9;32 TII{E ARRTVED: l0:00 TII'IE PLACE0: l0:25 CU. YD. L0AO/ACCUa4I 7tll?l!
FIELD TESTIIIC II{FORI.IATIOII
TlilE TEST TAKET{: 10:38
JOB SPECI F ICAT IOI{S:
SAiIPLE TEIIP: 70'F AIR TEIIP: 25'F
s L u]'tP
s Lul,{P
3 t/4 Ilt.AIR c0t{TEilT 5.74 UET Ul{tT IiEIGHT: 136.9
IIATER AOOEO AT SITE IO 6AI..I1{.AIR c0r{T$lT
CYLINOER I I{FORI{ATI OI{
l{0. 0F CYLIT{DERS: 7 CYLII{DER SiZE: 6"x l2( TI|IE CYLITIDERS CAST: 10:48 VHERE CAST: 0n-Site
cuR I t{6 I t{ F0RtlAT I0
IIIITIAL CURE: 24 hours On-Site
DATE RECEIVID AT LA8: 2-19-94
FITLD STORAGI FACILITIES: heated trailer exceot fleld cure
8Y : l,l. J.HItUl.tAX
DAYS
DATE
TEsTED
TOTAL LOAD
(L8s)
O I AI'IETER
( r ilcHES )
ARTA
(sQ Iil)
COHP. STR.
(PSr )
TYPE OF
FRACTURE
CYL I I{DER
lIT IGHT
(L8S)
CYLII.IDER
UI{IT I/EI6HT
(PCF)
I
7FC
28
28
28
28
2-?5-94
2-?5-94
2-?5-94
3 - 18-94
3- l8-94
3- l8-94
3-18-94
115,000
1t2,000
103,000
137,000
134,000
139,000
132.500
5.99
5. 98
5.99
6.09
5.99
6. 08
5.99
?8.I8
28.09
28. l8
29.13
28. t8
29.03
28. t8
4080
3990
3660
4700
47 60
4 790
4700
shear
shear
shear
shea r
shear
Con/shear
shear
DESIGI.I STREIIGTII 4OOO PSI 8 28 OAYS
TESTS BY LASORATORY PERSOI{I{EL ARE I t,I ACCORDAI{CE UITH APPLICAELT ASTI'I fiETHODS UIILESS OTHERIIISE IIOTED
5OI'IE IIIFORI.{ATIOII OF TEST REPORT I'IAY gE PROVIOEO 8Y OTHERS
REI{ARKS: l7 daraset accelerater added to this nix. SalFle obtained from nixer truck discharge.
COPIES: R.A. llel son & Associates, Inc
Town of Vai'l : Uestern llobile;
J V A, Inc.; Glrattrney Pratt Schultz Carolyn Adarns Sobby J. Hays
FIELO OBSERVIR APPROVED 8Y
As a mutu.l protoctlon to cll.ntir th. publlc and ourr.lv.s, !ll r.ports ar. rubfiltt€d.s th. co.fldientlrl Propcrty of
cllent6, rnd a(thorlratlon foi p|rhllcrtlon of Et.tcm.ht3. Concl\tslons or axtract! fr'gm gr. rog.rdlng oor r€portt lt rciarvcd
p€ndlng orr llrltt€n .pprovll. S.m!l€5 yrlll b. dlspor.d of .tt€r tlsting l3 cofiplatad unl.3s othc. rrrrng.n€nt3 .gr..c toin wrl t I ng.
A n!.mb6r ;f the HIH group of co.ipanlca Forrn {o. CHEll3A 6/91
CHEN.NORTHERN, INC.
COTISULT IIIG EITGIIIEERS AIID SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As d mutu.r Frotection to €ti.nts, th. publlc rnd ourselvca, rll r.ports .r. sublnitted a3 th! cantldl.ntl.l prop.rty of
cl1.nt3r .hd authort:ltlon for Fubllcrtlon o{ stat.$cnti. Concluilons or axtr'tctE ffom or r.glrdlng our r.poFti l3 r.scrvcd
p€nding our erflttcn lpprov.l, saBples wlll be dlsposcd of.fter testlng l3 complcl€d unl.ss other rrrang.ments rgr.id ro
in writing.
A m.mue. ir th. !.1! group of conprnl.3 Fonn Xo. CME113A 6/91
T0: tfECll Enterprises JOB t{0. 4 178 93-3 0ATE: 2-22-94Attn: Eustaquio Corti na
P.0. 8ox 3149 SHTET I 0F IVail, C0 81658-3149
PROJECT: Liftside Building, east of Vesthaven Drive and Uestin Hotel, South Frontage Road Uest, Vail, Colo.
PLACEIIEIIT L0CATI0i|: lJall on L line between grid lines 19 and Pl0. This concrete will be in I ower lift
of wall at this 'locatlon.
BATCH TICKET Il{F0Rl,{ATI0il SUPPLIER: Uestern }lobile
TRUCK N0. 150 TICKET tio. 0t 1279 I X DEStGt{ H0. 39
TIl,fE BATCHED: 1l:09 TIIIE ARRIVED: 1l:35 TIil€ PLACE0: ll:40 CU. YD. L0AD/ACCU}|: 7/14130!
FITLD TESTII{G Ii{FORf'lATl0tl SAtlPLt TEMP: 66"F AIR TEiIP: Z5"F
TIME TEST TAKEII: 11:46 SLUMP: 2 l/2 lll. AIR C0]{TEI{T: .16 l{ET UNIT UEI6HT: 138.5
JOB SPECIFICATI0iIS: 5LU1'4P: 4 lll. AIR C0I{TENT:a-8 % IIATER 400E0 AT SITE 7 GAL.
CYL I I{DER I 1{FORMAIiOI'I
t{0. 0F CYLII{DERS: 7 CYLIII0ER SIZE: 6"x 12" T Il,lE CYLIIIDERS CAST: I{HERE CAST: On-Sit.e
CUR I I{O I IIFORI{AT IOIIl lTlAL CUR€: 24 hours 0n-Site
DATE RECEIVED AT LAB: 2-28-94
FIELD STORAGE FACILITIES: Trailer except for field cureBY: tl. J.H I t{/r.rAx
OAYS
DATE
TESTEO
TOTAL LOAD
(LBS)
D I AI.IETER
( mcHEs )
AREA
(sQ It{)
c0HP. sTR.
(Psr )
TYPE OF
FRACTURE
CYLIl{DER
VEI6HT
(LBs)
CYL IIIOER
UI{IT VEI6HT
(PCF)
7
7
7FC
28
?8
?8
3 - l'94
3-1-94
3 - 1-94
3-22-94
3-22-94
3-22-94
3-22-94
l?4,000
133 ,000
130 ,500
150,000
15e,000
162,000
142.500
6.00
6.08
5.98
6.08
5.99
6.08
6.08
28.27
29.03
28.09
29. 03
2A 1A
29.03
29.03
4390
4580
4650
5170
5390
5580
4910
shear
shear
shear
shear
shear
shear
shear
DESIGI{ STREIIGTH 4OOO PSI @ 28 DAYS
IESTS BY LABORATORY PERSOI{NEL ARE II{ ACCORDAI{CE UITH APPLICABLE ASTIiI IIETHODS UI'IIESS OTHER!'ISE I{OTED
SOME INFORHATIOI{ OF TEST REPORT I'IAY 8E PROVIOED BY OTHERS
REIIARKS:1% daraset accererator added to this mix.
CoPIES: R.A. llel son & Associates, Inc
Town of Vai I; llestern llobile;
J V A. Inc.; Gwathmey Pratt Schultz Carolyn Adarns Bobby J. Hays
FIELD OBSERVER APPROVED 8Y
CHEN.NORTHERN, INC.
COI{SULTIXG ET.IGIIITERS ANO SCIEIIT I ST5
REPORT OF CONCRETE TEST CYLINDER DATA
A3 ! |nutull pr-ot.ctton to clt.ntr. thc publlc ind our.t.lv.r, all ftpor!3 rr€ 3qbftlttcd !t th. confldl€ntlal prop.rty ot
clt.nt3, .nd ruthorlz.tlon for Fsbllcrtton of 3trtdFlrtr. conclu3loni or.itrr€t3 from or rcgrrdlng our raport! 1:-l9t?l"td
;!;ji;;'";;-;iiain aeirivet. Ser{'trr rrrrl bc dl3posld of.ttcr tc3tlng ii compl.t.d snl.3r othcr .rrang.ficnt! .grctd to
In wiltlrg.a ;;;; ;i th. E!! group of comprhl.r Fon'r {o' ct4€rr3A 6/91
T0: l,lECl,l [nterprises JOB ll0. 4 178 93-3 OATE: 3-9-94Attn: Eustaquio Cortina
P.0. 8ox 3149 SHEET I 0F IVall, C0 81658-3149
PRoJICT: Liftslde Building, east of llesthaven Drive and llestin Hotel , South Frontage Road Uest, Yail. Colo.
PLACEI.IET{T LOCATIOI{ :Floor slab - 8-51, 52 loft
BATCH TICKET I t{ FoR!{AT I01{ SUPPLIER: Vestern l{obile
TRUCK ilO. 100 TICKET ll0. 0l 1359 t{lx DESIGII ll0. 44
TII{E BATCHE0: 8:36 IIilE ARRIVE0: 8:55 TIi{E PLACEO: 9;00 CU. Y0.10A0,/ACCUI'|: 7lL4l4Z
FIELO TESTII{G IllF0RllATI0l{ SAHPLE TEMP: l3'F AIR TEiIP: 28"F
TII{E TEST TAKEI{: 9:10 StUl'lP: 4 3/4 It{. AIR C0t{TEllT;5.2 f UET UNIT IJEI6HT: 140-2
JOB SPECIFICATIO|IS: SLUtlP: 4 Il{. AIR C0t{TEt{T: 3 X l,ATtR AODED AT SITE / 6AL.
CYLII{DTR I I.IFORI.IAT I OI{
t{0. 0F CYLII{DERS: 7 CYLII{DIR SlZE: 6"x 12" TI|IE CYLII{D€RS CAST: 9:25 IJHERE CAST: on-Site
CURIT{G I l{FoR},lAT I0l{ tleated trai I er
Il{lTtAL CURE: 24 hours on-Site FIELD STORAGE FACILITIES: field cure adjacent to pour
0ATE RECEM0 AT LAB: 3_10_94 By: C.A. r{i lHAX
AGE
DAYS
DATE
TESTEO
TOTAL IOAO
(rBs)
O IAHETER
( I{CHts)
AREA
(sQ Ill)
cor'{P . sTR.
(Psl )
TYPE OF
FRACTURE
CYLII{DER
}IE I6HT
(LBs)
CYL T}IOER
IJI(IT {EIGHT
(PCF )
7
TIL
?8
28
28H
28ll
3'16-94
3-16-94
3-16-94
4 -6-94
4-6-94
4-6-94
4-6-94
117,500
115,500
110.000
5.99
6.08
5.99
28. t8
29.03
28. l8
417 0
3980
3900
shear
shear
snear
DESIGN STREIIGTH 4OOO PSI O 28 OAYS
TE5T5 BY LABORATORY PERSOI{IITL ARE IIi ACCORDAI{CE UITH APPLICABLI ASTM I4ETHODS UNLESS OTHERI{I5E IIOTED
SO!.{E II{FOR!,IAT IOII OF TIST REPORT HAY BE PROVIDED BY OTHERS
REI,IARKS:
COPIE5: R.A. l{elson & Associates, Inc.;
Town of VaiI; lfestern l,lobile;
J V A, Inc.; Gwathrcy Pratt Schultz;Eilly Barbour BobbY J. HaYs
FIELD O8S€RVER APPROVEO 8Y
CHEN.NORTHERN, INC.
COTISULTITIG EIIGIIIEERS AI{D SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As I irutual protectlo. to cll.htr, th. publlc.nd otf.clv.3, .ll rcporti .rG 3ubmlttrd rs th. confldl.ntlal proP.rty of
cIientF, and ruthoilartlon for publlc.tlon of rtrt.m.nti. Cohclu3lohs or.xtrrctB from or r.glrdlng our r.FoFtt It F.s.rv.d
pendtng our wrltten aFprov.l, SarsFlca wtll be dl5poscd ol rftcr t€3ting 13 coftDlrted urlGs! oth€. rr.anllm.ntr rgY',..t! to
ln wr'ltlng.
A ''snb€r ;t th. EI! group of codp.nl.3 Fortn No. cfiEll3A 6/91
T0: l,lECl,l Enterpri ses JOB ll0. 4 178 93-3 DATE: 3-10-94Attn: Eustaquio Cortina
P.0. Box 3149 SHEET 1 0F 1Vail, C0 81658-3149
PRoJECT: Liftstde Building, east of Uesthaven Dnive and Vestin Hotel , South Frontage Road lJest, Vall, Colo.
PLACEI,IEI{T LOCATIOII :Sl ab for Unit #A-
BATCH TICKET IflFORllATI0tl SUPPLIER: Vestern iloblle
TRUCK ll0. 114 TICKET ilo. 0l-1378 I X oESIct't t{0. 44
TIIIE BATCHED: 9:07 TIHE ARRIVED: 9;?0 TIl,lE PLACED: 9:30 CU.YD.L0AD/ACCUII:
FIILD TESTIIIG INFORMATIOII SAilPLE TE}'IP: 67'F AIR TEI.IP: 4O"F
TlllE TEST TAKEI{: 9:38 SLUHP: 5.0 ]ll. AIR C0llTEt{T:5.1 MT Uf{lT iTIEIGHT: 138.9
J08 SPEC I FICATIOI{S: SLUI'IP: 4 It{. AIR COtlTEt{T: 3 j( HATER ADDED AT SITE 7 G L.
CYL]NDER I I{FORI'IAT l OI'I
l{0. 0F CYLINOERS: 7 CYLINDER SIZE: 6"x 12" TIIIE CYLIII0ERS CAST: 9:48 I{HERE CAST: 0n-Site
CURII{G INFOR}IATIOII
II{ITIAL CURE: 24 hours 0n-5ite
DATE RECEM0 AT LA8: 3-Il-94
FIELD ST0RAGE FACIIITIES: trailer except for field cure cyl inder
BY: C. A.r.,t I t{/[Ax
AGE
DAYS
OATE
TESlED
TOTAL LOAD
( LBS)
D I AI.IE TER
( IllcHts )
AREA
(SQ I1{)
COMP.STR.
(Psr )
TYPE OF
FRACTTJR E
CYL]t{DER
I{EIGHT
( L8s)
CYLIIIOER
Ul{lT I,TEIGHT
(PcF)
7
7FC
28
28
28H
28H
3 - l7-94
3-17-94
3-17 -94
4-7 -94
4-7 -94
4-7-94
4-7 -94
108,000
121,500
111,000
5.98
6.07
5.98
28.09
28.94
28.09
3850
4200
39 50
shea r
sneat
con/spl i t
DESIGI.I STREIIGTH 4000 Psl 0 28 DAYS
TESTS BY LABORATORY PERSOIII{EL ARE III ACCORDANCE UITH APPLICAELE AST}I I.IETHODS UIILESS OTHERII]SE IIOTED
SOI{E II{FOR}IATIOII OF TEST REPORT }IAY 8E PROVIDEO BY OTHERS
REI4ARKS:
COPIES: R.A. l{elson & Associ ates, Inc
ToHn of Vail; llestern lNobile;
J V A, Inc.; Gwattmey Pratt Schultz Carolyn Adams Bobby J, Hays
FIELD OBSERVER APPROVED 8Y
CHEN-NORTHERN, tNC.
COI{SULTII{G EIIGII{EERS AI{D SCI ENTI STS
REPORT OF CONCRETE TEST CYLINDER DATA
Ai a muturl protcctlon to cllcntsr th€ pqbllc 6nd ouisclv.3r rll rcporti lre cubmitted !3 th. confldl.ntl.l ProP.rty of
cllcnts. .nd authorization for oubl{catlon of st.t.rent3. concls3{on3 or e,(tracts fron or ragrrdlng our r€ports lt r.servad
gandlng our writt€n tpprovll. Srmpl.3 till b. dirpo3.d of lftlr t.5tlng is complct'd unl'53 oth'r aFangon'ntt '9r"o to
ln wrltlng.
A m;be" ;f thr !I! sroup of comprnl.3 Fotm No. cMEll3A 6/91
T0: ilECil Enterprises JoB N0. 4 178 93-3 oATE: 3-11-94Attn: Eustaqu'i o Corti na
P.0. Box 3149 SHetT 1 0F IVall, C0 81658-3149
PR0JECT: Liftside Building, east of |lesthaven orive and tJesti n Hotel , South Frontage Road llest, Vail, Colo.
PLACEUEIII LOCATIOI{:Sl ab-on-Grade, Ski Locker Room.
BATCH TICKET I NFORI,IATIOII
TRUCK l{0. 9/
TIiIE BATCHED: 9: 14 All
TtCKET r{0. 011400
TItIE ARRIVEO: 9:30 Atl T I I'{E
SUPPLIER: llestern llobl1e
tllx DESiGN l{0. 44 w/fiber
PLACED: 9:42 AI,{-CU. Y0.L0A0/ACC|N: 7l2l/35
FIELD TESTING IIIFORHATI0I{ SAI'IPLE TEIIP: 64'F AIR TE}IP: 30 "F
TIIIE TEST TAKEI{: 9:48 AH SLUl,lP; 5 It{. AIR C0llTEl{T: 6.41 llET UtiIT I{EIGHT: 135.2
J08 SPECIFICATI0I{S: SLUllP: 4 Jl{. AIR C0liTEl{T; 3X lrATtR ADDED AT SiTE 18 GAL.
CYL ] I{DER iI{FORI.IAT ION
l{0. 0F CYLIT{DERS: 6 CYLII{DER SIZE: 6"x 12" TIl,lE CYLI]{OERS CAST: 9:58 AM IIHERE CAST: On-Site
CURI IIG I'IFORIIAT IOt{
II{ITIAL CURE: 24 hours 0n-Site
DATE RECEMO AT LA8: 3-12-94
FIELD STORAGE FACILITIES: Heated Trailer (except FC cylinder)
BY: Frank Potvi n ltlN/tlM
AGE
OAY S
DATE
TESTEO
TOTAL LOAD
(LBs )
OIAHETER
( TNcHES)
AREA
(sQ Itl)
c0l'tP.sTR.
(PSr )
TYPE OF
FRACTURE
CYL IIIDER
UEI6HT
(LsS)
CYL]tIDER
UiIIT UEICHT
(PcF)
* 7FC
28
28
28H
3-18-94
3- 18-94
3- 18-94
4-8-94
4-8-94
4-8-94
90,000
87,000
96.500
6.08
6,09
5.99
29.03
4v. ro
28.18
3100
2990
3420
snear
snear
shear
DES IGI{ STREIIGTH 4OOO PSI B ?8 DAYS
TESTS BY LABORATORY PERSOIII{EI I,RE It{ ACCORDAI{CE I'ITH APPLICABTE ASTII HETHODS UNLESS OTHERIIISE I{OTED
sOI,IE I IIFORI.IAT t OI{ OF TIST REPORT I,IAY BE PROVIDEO BY OTHERS
REI'|ARKS: * FC=field cure. 1% daraset accelerator added to this mir.
COPIE5: R.A. l{el son & Associates, Inc
Town of Vail; lJestern t{obi'le;
J V A, Inc.; Gwatlmey Pratt Schultz Carolyn Adams Bobby J. HaYs
FIELD OBSERVER APPROV€O 8Y
CHEN-NORTHERN, INC.
COI{SULTI 6 EI{GIIIEERS AIiIO SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As I nutu.l prot.ctlon to cllcnt3, th6 publ{c rnd ourrelv.r, !ll raFortt rr. 3ubmltted !3 the confldlcnti.l prop.rty of
cllcht3, rnd ruthorlratlon for publlcatlon of stat€m€nts. Conc'luslonr or attractr from or rog.rding our reportt !! f?":l"tdp.ndtng oui- wrlttcn cpproval. S!mpl63 |.rlll b€ dispo!€d of lfter t.3tlng la compl€t€d unl.t. oth€r rrr.ngdn nt3 .gr..d to
In wrltlnS.a ".il;; ;i the E!! group of conp.nl€s Fonn o. cl'lEll3A 6/91
T0: llECl,l Enterprises JOB 1{0. 4 178 93-3 DATE: 3-14-94Attn: Eustaquio Cortina
P.0. Box 3149 SHEET 1 0F 1
Vai l, C0 81658-3149
PR0JECT: Liftside Building, east of lresthaven Drive and l,lesti n Hotel , South Frontage Road Uest, Vail, Colo.
PLACETIENT LOCATI0I{: Floor Slab, 8-51 &J(.
BATCH TICK€I ItlFORltATI0tl SUPPLIER: Uestern l,lobile
TRUCK ilo. 114 TICKET t{0. 011415 tlIX DESI6{ r{0. 44
TIME EATCHED: 8:59 Af.l TIl,lE ARRIVED: 9:20 All TIIIE PLACED: 9:28 Al,l-CU. YD. L0AD/ P'C,CUA: 7lZLl49
FIELD TESTIIG I llFORtlAT I0l{ SAiIPLE TEMP: 67 T AIR TE}'|P: 30'F
TIIiE TIST TAKEN: 9:36 All SLUHP: 5 IN. AIR CO]{TEiIT: 5.61 ltET Ut{lT YEI6HT:
J08 SPECI F ICAT IOi{S: SLUiIP: 4 Itl. AIR C0t{TEt{T: 3 X trATtR A0DE0 AT SITE 7 6AL.
CYL I IIDER I NFORiiATIO]{
1{0. 0F CYLINDERS: 7 CYLIT{DER 5lZE: 6"x 12" TIIIE CYLII{DERS CAST: 9:46 All l{HtRE CAST: 0n-Site
CURII{G I NFORI.IAT I OII
IiIITIAL CURE: 48 hours 0n-Site
DATE RECEMD AT LAB: 3-16-94
FIELo SToRAGE FACILITIES: Heated Job Trail€r
BY: llark Jensen ['ll t{ /l.lAX
AGE
DAYS
DATE
TESTED
TOTAL LOAO
(L8S )
D I AI.IETER
( i lrcHEs)
AR TA
(5Q IN)
c0fiP. sTR.
(PSI )
TYPE OF
FRACTURE
CYLlI{DER
I.IE I6HT
fl Fql
CYLII{DER
UI{IT UE IGHT
(PcF)
7
7FC
28
?8
28H
28H
3-21-94
3- 21-94
3-21-94
4-ll-94
4-11-94
4-11-94
4-11-94
94,500
100,000
99.500
5.99
E AO
5.99
28. l8
28. 18
28. i8
33 50
3550
3530
shear
shear
shear
DESICN STREI{GTH 4OOO PSI E 28 DAYS
TESTS BY LABORATORY PERSOIIIIEL I,RE III ACCORDAI{CE I,'ITH APPLICABTE AST}I IIETHODS UNLETS OTHERUISE I{OTED
Sol'lE I[{F0RI'|ATIoN 0F TEST REPoRT l,lAY 8g PR0VIDSD BY oTHERs
REI'IARKS: .5% daraset accelerator added to this nix.
COPIES: R.A. tielson & Associates, lnc
Town of Vai l; llestern i{obile;
J V A, Inc.; Gwathm€y Pratt Schultz Carolyn Adams Brian Scanl an
FIELO OBSTRVER APPROVED BY
WE ARE SENDING YOU F,T Attached E- Via
LETTEfuF TRANSMITTAL
DAIE 3-2j""+ | JoBNo. ?Zt?
10: -7.d, U .
lTAn-z aTc4At€k
Samples
the following items:
! Specificationsn Shop drawings
! Copy of letter
Prints/sepias
Change order
!
n
n
!
!
n
Plans
Originals
coPtEs DATE NO.DESCRIPTIQN
/En F/€Ln /-t>r-r r" rrF A*t n FtreEPr^loFtt\C
Peeo'rur< F4otryl eHEr\., UoA(tl f:K,l'*tI?t -L2-74 <aP9 aF LE77Er" F)eo tyt C H€P
t.llstt Llfur..- D t-t lohJ F)EF tDo p11ttL
THtttlt*tE<'i-
THESE ARE TRANSMITTED as checked below:
For approval Approved as submitted
Approved as noted
Returned for corrections
EFFor your records
tr Revise and resubmit
fl For review and comment
tr PRINTS RETUHNED AFTER LOAN TO US
trF#
!A
n_
For your use
As requested
!
n
I
D FOR BIDS DUE 19
REIVARKS
lf enclosures arc nol as not€d, klndly notify us at once.
?rn"n€l-.lorthern.t C
ConsllliBg Engineersard Scieni6ls
Spnngs, Cdq8do 81601
March n,1994
Gwathmey Pratt Schultz
Attn: Mr. Danny Swertfeger
1000 South Frontage Road West
Vail CO 81657-5047
Subject Fireproofing thickness,
Job No. 4 178 93-3
Uftside Condos, Vail, Colorado.
Dear Mr. Swertfeger:
The testing methods we are using to determine the fireproofing thicknesses are per ASTM
E 605-93 and the 1993 edition of the Underwriters Laboratory Fire Directory. This new
edition of ASTM E 605 and 1993 edition of the UL Fire Directory addresses your concenui
of minimum thickness and the system used to calculate the average thickness.
These procedures are as follows: To determine minimum thickness, we use the U.L
Directory as found on Page 16, fourth and frfth paragraphs. Tndividual measured thickness,
which exceeds the thickness specified in a design by l/4-inch or more shall be recorded as
the thickness specified in the design plus l/,[-inch. For design thicknesses 1 inch or greater,
the minimum allowable individual thickness shall be the design thickness minus l/4-inch-
For design thicknesses less than 1 inch, the minimum allowable individual thickness shall
be the design thickness minus 25 percent.
The thickness of the cementitious mixture or sprayed fiber shall be corrected by applying
additional material at any location where: (1) the catctlated average thickness of the
material is less than that required by the design or (2) an individual measured thickness
reading is more tban 114-inch less or more than 25 percent less. (for design thicknesses of
greater than I inch and less than 1 inch respectively) than the specified thickness required
by the design'.
ASTM E 605-93, 8.1.2.1: Tor the purpose of averaging measurements, any measurement
6 mm (l/4-inch) or more, over the required design thickness, shall be recorded as the design
thickness plus 6 mm (l/4-inch). No individual measured thiclness shall be more than 6 mm
less, or more than 25 percent less, than the required design thickness."
There are two areas below the minimum jobsite specifications. These areas are: Unit C-31,
column southwest of the master bedroom and Unit C-11, column between the living room
and bedroom #1.
tYlAR 1994-#$l
mnilitton'rq;
n ,"e,.rre, ot rne lEiEil groue or con oan€s
'34. -o
Gwathmey Pmtt SchulE
March n,1994
Page2
Our technician will return to the jobsite on March 24, 1994 to inspect these areas.
If this does not imswer your questions or creates new questions, please do not hesitate to
call our offrce.
Brian Scanlan" S.E.T.
BS/bjs
cs MECM Enterprises, Attn: Eustaquio Cortina
R.A. Nelson & Associates, Inc., Attn: Mr. Rick Agate
J.V.A.,Inc.
Town of Vail, Attn: Mr. Dan Stanek
Sincerely,
CHEN-NORTHERN, Inc.
CHEN-NORTHERN, INC.
COT{SULTIilG EIIGII{EERS AI{D SCI EI{II STS
REPORT OF CONCRETE TEST CYLINDER DATA
Ftrr 1994
'*,\
t9
Ir)p,ffir;*i:i
{r,\?o,---l
T0: llECl,l Enterpri ses JoB lto. 4 l7g 93-3 DATE: Z-lS-94Attn: Eostaquio Corti na
P.0. Box 3149 SHEET I 0F IVaii, C0 81658-3149
PR0JECT: Liftstde Bullding, east of Uesthaven 0rlve and lJestin tlotel , Sputh Frontage Road !est, Vail, Colo.
PLACEIIEIIT L0CAIl0l{: footi ngs
EATCH TICKET I IIFORI.IAT I OII
TRTCK l{0. 150
TIItE SATCHED: L2:?4
TICKET r{0. 0t le54
TI}IE ARR IVED:
SUPPLIER: l{estern Hobi le
i{IX DESI6 lto. 39
TIf,lE PLACED: 1:00 CU. Y0. L0AD/ACCUI'|: 5.5/llllr
FTELD TESTIIIG I I{FORI.IAT I OI{ SAI.IPLE TT}IP: 64"F AIR TE}IP: 357
TIIIE TEST TAKEII: .l:21 SLUIIP: 3l/4 Il{. AIR C0l{TEllT:5.9 N tlET UlllT UETGHT:
JOB SPECIFICATI0I{S: SLWP: It{. AIR C0t{IEt{T: f VATER ADDED AI SITE cAL.
CYL I]{DER I I{FORI,IAT IOII
N0. 0F CYLINDERS: 7 CYLI]{OER SIZE: 6"x 12" Tll,lE CYLII{DERS CAST: 1:31 IJHERE CAST: 0n-Site
CURII{G II{FORIAIION
II{ITIAL CURE: ?4 hours
DATE RECEIVEO AT LAB:
0n-Sl te
2-t7-94
FIELD STORA6E FACILITIES:
8Y: l,l. J.
heated tral ler
rl l N/nAx
except field cure
^oEOAY S
OATE
TESTED
TOIAL IOAD
(rBs )
O IAI.IETER
( IticHEs )
AR€A
(sQ Itl)
c0itP.sTR.
(PSr )
TYP| OF
FRACTURE
CYL II{DER
I{E t6HI
(LBs)
CYLIl{t)ER
I,I{IT IJEIoHI
(PCr)
28
28
z8H
28H
?-22-94
2-22:94
2-22-94
112,500
lle,500
112 .000
6.08
{qo
5.98
29.03
28.18
28.09
3870
3990
3990
shear
shea r
snear
DESIGI{ STREIIGTH 4000 Psl 0 28 DAYS
TESTS BY LABORATORY PTRSOTIIIEL ARI III ACC()RI)ATICE IIITH APPLICABTE ASTM I4ETHOOS UIILESS OTHERUISE I{OTEO
SOI.IE I]{FORI,IAT I OII OF TEST REPORT I,IAY BE PROVIDED gY OTHERS
REITIARKS:11 Daraset accel erator
CoPIES: R.A. flelson & Associates, lnc
Town of Vail; tlestern l,lobile;
J V A, Inc.; Gwathney Pratt Schultz Carolyn Adarns Bobby J. Hays
FIELO OBSERVER APPROVED 8Y
A3 . rutuel pFotlctlon to cll.ntir th. pub'llc
cll.ots,.rd.uthori:rtlon tor pub l lc.t{ on of
Fcndlng our v.rlttcn .pproyrl. Sampler rill b.in wFltlng.
A nr.n!.r oa thc HlH grorrp of comp.nl.t
rnd our3.lv.3. .Il r'lpoitr
strt.nrnt:. Concl!rlont or
dl sposld of rft€r t.st'lng
at"i submitt.at aa thc coofldlcntlrt proParty of
Gxtracts fron 6r r.ga.dlng our rcportl lr r.aarv'd
is co|npl€lad unla33 oth.f arranEen.rtts rgrcad !o
Fom tlo. CMEIlSA 6/9I
f"i'b$ff "'ln* BI ".9-. ,1,,I- tF ,*,;::!? i-4 AncnxEcTsEA #
Ro,.rr"/
CHEN-NORTHERN, INC.
COI{SULTI|iIG EIIGII{EERs AIIO SCIE]ITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: IIECM Enterprl ses JoB t{0. 4 t7B 93-3 DATE: l-20-g4Attn: Eustaquio Corti na
P.0. Box 3149 SHEEI I 0F rVaiI, C0 81658-3149
PR0JECT: Liftside Building, east of Uesthaven Drive and llesti n Hotel , South Frontage Road lfest, yail, Colo,
PLACEME}IT LOCATIOI{:Slab-on-grade llechani cal Roon
BATCH TICKTT I ilFORIiAT I OII
TRUCK l{0. 104
TIIIE BATCHED: unknonn
TICKET tto. 011063
TIItE ARRIVED: 9:50
SUPPLIER: lJestern llobi I etlll DESJGI{ 1{0. 44 w/fi bers
TIHE PTACED: 9;56 CU. Y0. LOAD/ACCllll:
FIELD TESTII{G II{FORIIATIOI{ SAMPLE TEHP: 64OF AlR TEtlP: 3O.F
TIIIE TEST TAKEII: 10:04 sLUl'lP: 4.0 ltl. AIR c0t{TE}tr: 6.6x uET ul{tr |lElGHT:
JOB SPECIFICATI0IIS: SLUiIP: 4 Ill. AIR COllTEllT: 3 rnax I UATER AIIDED AT SITE 5 6AL.
cYLllroER IilFoRl,tAitot{
t{0. 0F CYLII{DERS: 7 CYLIilDER SIZE: 6"x 12" TIIIE CYLMDERS CAST: 10:14 IJHERE CAST: 0n-Site
CURING I}IFOR}IATIO}I
IIIITIAL CURE: 24 hours On-Site
DAIE RECEIVEO AT LAB: l-21-94
FIELD SToRAGE FACILITIES: lleated trailer
8Y: f. 8.f.l I ll /l.lAx
Ituc
OAYS
OATE
TESTED
TOTAL IOAO
(LBS)
OIAI.{ETER
( IficHEs )
AREA
(sq ril)
cottP. sTR.
(Psr)
TYPE OF
FRACTURE
CYL I}IDER
TTTIGHI
(LBS)
CYL IIIDER
WIT 1JEIGHT
(PCF)
7
FC 7*
28
28H
28H
28H
t-?7-94
r-27 -94
r-27-94
2-17-94
?-17-94
2-t7-94
z-17-94
89,500
90,000
70,500
115,000
107,000
117 ,500
120,000
5.99
5.99
6.07
5.99
6. 08
6.02
5.99
?8.l8
28. t8
28.94
28. r8
29.03
28.46
28.18
3180
319 0
?440
4048
3690
4130
4260
shear
snear
shear
shear
shear
shear
shear
DESICII STREIIGTH 4000 PsI 0 28 0AYS
TESTS BY LABORATORY PERSOHI{EL ARE III ACCORDAI{CE hIITH APPLICABTE ASTII IIETHOD5 UI{LESs OTHERYISE I{()TTO
SOI.IE IITFORI.IATIOII OF TEST REPORT IIAY BE PROVIOED BY OTHERS
REI,IARKS: lI non chloride added.
* Thls cyl i nder ras cured on site for six days rith the concrete placed.
COPIES: R.A. l{el son & Assoclates, Inc
Totm of Vail; tlestern liobile;
J V A, lnc.; Gwattmey Pratt Schultz Carolyn Adarns Bobby J, Hays
FIELD OESERVER APPROVED 8Y
Ar r muts!l Frot.€tlon to cll.nt., th. publlc.nd ourr.lv.r, .ll rap.rt3cllrnir, .r|d luthor.l?rtlor tgr Dubllcltlon ot 3t.t.D.ntr, Concltrrlon3 orp.ndlng ouF writt.n .pprovrl, Sa{npl.r r.lll b. dlrpor.d ot attar t.stlrglrr wrl t l|'9.A n l|b.r ot th. !l!!l groqp ot co.rp.nl.J
rr. sultnltt.d !r ih. corfldl.ntl.l prop.rty ot.rtractr fron or raErr,llng our naFoit3 lt ra3arvadlr compl.t.d unlct3 othar rrrangdranta arrr.d to
For" Ho, C E1l3A 6/91
b'' ,tu tn'1 ?
R'ffiffi*{,truoro4
CHEN.NORTHERN, INC.
coilsutTlilG EltGiltEERS Al{0 SCIEflTISTS
EPORT OF CONCRETE TEST CYLINDER DATA
T0: MECII Enterpri ses JOB 1,10. 4 178 93-3 DATE: l-Zl-94Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F IVaiI, C0 81658-3149
PROJECT: Liftside Building, east of ldesthaven Orive and lJesti n Hotel , South Frontage Road lrest, Vail, Colo.
PLACE}IEt{T LOCAIIOl{ :Staircore Al at elevation lll
BATCH TICKET ll'|F0RtilATloll SUppLIER: }testern Hobile
TRUCK lr0. 161 TICKET N0. 01 1082 HIX DESICI{ lt0. 39
TII'{E BATCHEO: 1:05 TI}IE ARRIVEO: l:15 TIHE PLACEO: l:?0 CU. YD. L0AO/ACCUH: I l2!ll!
FIELO TESTI 116 I IIFORI4AT I OIT
Tlllf T€ST TAKEII: 1:25
JOB SPECIF]CATIOI{S:
SLUHP:3-l/2
SLU}IP:
I lt.
Ir.
SMPIE TE}IP:
AIR C0llTEt{T: 5.lI
AIR C0IITENT: I
67'F AIR TEiIP: 45"F
trlET U]{lT llEIGfiT: 137.7
VATER ADDED AT SITE 3 6AL.
CYL IIIDER IIIFOR}IATIOI{
fi0. 0F CYLIT{DERS: 7 CYLII{DER SIZE: 6"x 12" TIl'lE CYLII{DERS CAST: l:35 UHERE CAST: On-Site
CUNIilC I I{FORIIAT I OII
I]{ITIAL CURE: 24 hours 0n-Site
DATE RECEIVE0 AT LAB: 1-?2-94
FIELD ST0RAGE FACILITIES: heated trailer
8Y: - F. P.r,r I il/MAX
AGE
DAYS
DATE
TEsTEO
TOTAL LOAD
(L8s)
D IAI.{ETER
( r]{cHES )
AREA
(sQ Iil)
C0t'lP . STR.
(PSI)
TYPE OF
FRACTURE
CYLII{DER
TIEI6HT
(LBs)
CYL IIIDER
UI{IT IIEI6HT
(PcF)
7
FC7'
20
2B
28H
e8H
1-28-94
1-28-94
l-28-94
2-18-94
?-18-94
2-18-94
2-18-94
1?6,000
128,000
60,000
167 ,000
162,000
170,000
r52,500
5.99
5.98
6.06
5.99
qoo
5.99
5.05
28.18
28.09
?8.84
28.18
?8.18
28.18
28.7 5
4470
4560
2080
5930
s750
6030
5650
shear
shear
shear
con/shear
shear
con/shear
shear
|)ESIGII STREI{GTH 4000 PsI 0 28 DAY5
TESTS BY TAEORATORY PERSO'II{EL ARE I1{ ACCORDAI{CE I'ITH APPLICABLE ASTI.I IIETHODS UIILESS OTHERI.'ISE NOTTD
SOiIf IIIFORI,IATION OF TEST REPORT IIAY 8I PROVIOED 8Y ()THERS
REIIARKS:lI non chloride added.* This cyl i nder was cured with concrete placed on site for flve days. lle yere I nofrapd
that field cure test cyl inder may not have been in heated area of concrete placelent.
C0PIES: R.A. llelson & Associates, lnc
Tom of Vail; l,lestern llobile;
J Y A, Inc,; Oratlmey Pratt Schultz Carolyn Adans Eobby J, llays
FIELD OESERVER APPRI)VIO BY
A. . -tu.l p|.ot.ctlon to cll.nta. tha !||bllccllrnti, .nd ruthorla.tlon fot. publlcltlon oipetdlng our rrltt.n .pprov.l. Srmpl.i |r{ll b.
A 'a.rb.F ;t trr. !!! group ot co Frnr.!
and o{r3elva3, rl I raFortt
rtatanarts. gonc l ual on3 0|.
dl rpor.d ol rtt.r t.rtlng
!r". 3ulxnltt.d at th. confldl.ntlrl Froparty ot
ortracti ?roI| of ragaidlng our raportt lt tatarvadl! cdnlatrd unlaat othai trrlngafiantr rgrt.d to
Forn o' Ct{Ell3A 6/91
f"1""\3- FEB iee4 "d
tr Grs'ij;iiti;J/- 3a ffisH'#.."jru,;"/
CHEN-NORTHERN, INC.
coilsutTIt{G Et{6rilEERS AID SCIilTTISTS
REPORT OF CONCRETE TEST CYLINDER DA
Ar r hrtual Protactlon to cll.nttr th. pubtlc.nd our3.lva3, all r.por.tr |'. robdrlttrd 13 th. conftdl.ntlrl prop.rty otcIl.ntt, rnd ruthotiz.tlon tor Publlc.tlon-ot it.tst|.nt.. corclu.loni or artract3 froit or r.rgarallhg o||t r.portr lr -r'$orvrd
Pe'ldlng our trltt.n rpFrovll. SanFlos r.lll b. dlrpor.d ot.ft.r t.rtlhg la cooplatad tnlaar ;that irrrngrointr rgrc.d toIn nrltlnr.A h.mb.r of th. M grovp ot cdrp.nl.r F.nr flo. CrHEff3A 6/91
T0: l'lECll Enterpri ses
Attn: Eustaqui o Corti na
P.0. Box 3149
JoB r0.178 93-3 DATE: 2- 10-94
SHEET 1 OF 1VaiI, C0 81658-3149
PROJECT: Llftside Buildlng, east of llesthaven Drive and Uestin llotel , South Frontage Road iy'est, Vail, Colo.
PtACEl.tEllT L0CATI0II: Slab in Unit g-31
BATCH IICKET I ITFORI'IAT I OI{
TRUCK l{0. 100
TIiIE BATCHED: 9: l1
TICKET IIO,
TI}IE ARR IVED:
0l u30
9:30
SIJPPLIER: Uestern ilobi le
l,tIX 0ESI6I{ l{0. 44
PLACED: 9:43 C U . Y D. L0AO/ACC tlll :TI I.IE 7l2rlzs
FIELD TESTIN6 IIIFORI.TATION
TIIIE TEST TAKEI{: 9:50
JOB SPECIF]CATIOil5:
SLUIiP: 4 3/4 lll,
SLtll,lP: 4 Il{.
SAI.IPLE TEiIP:
AIR COllTEl{T: 6.3I
AIR C0i{TENT: 3 I
T AIR TEHP:
ttET UlllT UEIGHT:
YATER ADDEO AT SITE GAt.
CYLII{DER I'IFOR}IAIION
ll0. 0F CYLIIIDERS: 7 CYLIilDER SIZE: 6"x 12" TIl.lE CYLIIIOERS CAST: 10:00 UHERE CAST: on-Site
CURIN6 II{FORIIATIOI{
It{ITIAL CURE: ?4 hours 0n-Site
OATE RECEIVEO AT LAB: 2-rl-94
FIELD ST0RAGE FACILIIIES: ln heated trailer - FCBY: C.A. illl{/l{AX
A6E
DAYS
OATE
TESTED
TOTAL LOAO
( LBS)
OIAI'IETER
( ilrcHEs)
ARTA
(sq lil)
c0t{P . sTR.
(Psr)
TYPE OF
FRACTURE
CYLTIIDER
UEIGHT
(LBs )
CYLI'{DER
UIIIT UEI6HT
(PcF)
7
7
7FC
28
28
28H
?8H
2-r7-94
?-t7-94
2-17-94
3-10-94
3-10-94
3-10-94
3-10-91
95,000
97,000
97.500
6.00
5.99
6.03
28.?t
28. t8
28.56
3360
3440
3410
shear
shear
shear
DESIGII STREIIGTH 4OOO PSI O 28 DAYS
TESTS BY LASORATORY PERSOTITIEL ARE III ACCMDAflCE T'ITH APPLICABLE ASTI.I IIETHODS UI{LESS OTHERI.'IS€ iIOTTD
SOI,IE II{FORI.IATIOII OF TEST REPORT I.IAY BE PRIIVIDED BY OTHERS
RE}IARKS:lI Oaraset accel erater
COPI€S: R.A. l{el son & Associates, lnc
Town of Vail; Yestern iloblle;
J V A, Inc.; $ratlmey Pratt Schultz Carolyn Adams Bobby J. Hays
FITLD OESERVTR APPROVEO BY
CHEN.NORTHERN, INC.
colrsurTIfic Er{6IIEERS A]tD SCtEITI STS
REPORT OF CONCRETE TEST CYLINDER DA
F- ,to tu*. g
b"ffi#{#
T0: l{ECll enterprises J08 t{0. 4 178 93-3 OATE: Z-ll-94Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F I
Vai l, C0 81658-3149
PROJECT: Llftside Bul'lding, east of l,lesthaven Drive and l,resti n Hotel , South Frontage Road llest, Vrll, Colo.
PIACETEilT LOCATIOII:lJal I on L llne from P.6 to lg line
BATCH TICKET IllFoRllATIotl SUppLIER: l{esrern ilobile
TRUCK r{0. 150 TICKET r0. 011241 ntx DEsr6ti ilo. 39
TII'IE EATCHED: 7:41 TIIIE ARRIVED: 8:15 TIltlE PLACED: CU.YD. L0AD/ACCU!,1: 7ll4l2l
FIELD TESTI]{6 INFORiIATIOITI SAT4PLE TEI.IP: 67"F AIR TE}IP: r59
TlllE TEST TAKEII: 8145 SLUl,lP: 2 tlzlt. AIR C0t{TEt{T:5.4 % trET UI|II IJEIGHT:
JOB SPECIFICATIOIIS: S!Ul,lP: 4 I1{. AIR C0I{TE[T:4-8 f ]TATER ADOED AT SITE GAL.
CYTII{DER IIIFORI,IAT]OI{
N0. 0F CYLII{DERS: 7 CYLINDER SIZE: 6"x l?" TIttE CYLIT{OERS CAST: 8:55 UHERE CAST: 0n-Site
CURIIIG II{FORI.IAIIOH
IIIITIAL CIRE: 24 houns 0n-Sita
DATE RECEIVED AT LAB: 2-12-94
FIELD ST0RAGE FACILITIES: heated trailer
8Y: 'C.A.ilIl{/lirAx
AGE
DAYS
DATE
TESTED
TOTAL LOAO
(l8s)
DIAI.IETER
( IilCHES )
AREA
(sq ril)
coltP. sTR .
(PsI)
TYPE OF
FRACTURE
CYLI}IDER
UE I GHT
(LBS )
CYLIIIDER
uilll vEtGHT
(PCF)
7
7
7FC
z8
28
?8H
e8H
2-18-94
2-18-94
z-L8-94
3-11-94
3- t 1-94
3-1I -94
3-t l-94
112,000
115,000
125.000
5.98
5.99
5.98
28.09
28. l8
28.09
3990
4080
4450
con/sheaf
shea r
con/shear
OTSI6II STREI{GTH 4000 PsI 0 ?8 oAYs
TESTS BY LAEORATORY PERSOIIIIEL ARE III ACCORDAI{CI IIITH APPLICA8LE ASTI'I I.iETHOtlS UIILESS OTHTRIIIS€ NOTEO
SOTE IilFORI,IATIOI{ OF TEST REPORT HAY 8E PROVIDEO BY OTHERS
REiIARKS:lI 0araset
COPIES; R.A. l{el son & Associates, Inc
Tonn of Vai I ; Testern llobi I e;
J V A, Inc.; C*athpy Pratt Schultz Carolyn Adams Bobby J. Hays
FIELD OSSERVER APPROVED BY
Ar ! nutual protaetlon to cll.nt., th. publlc
cll.ntr, .nd ruthorlaat'lon fot publlcatlon otpcndlng our v.rltt.n approval, Srnplar tr{ll b.
A tEnb.r ;t the E!! group ol cqiprol.t
and oq|.t.lv.!, .Il rcPorta ara isbmltt.d !. tha contldl.|rtl!l prararty ot
atrtanantr. concllrlonr or altract! ffo|D oi r.glrdlng our raportt la rata.vad
dl3Fo3.d ot .lt.i t.rtln! l3 co plctad !n1.63 oth.|. rir.rn9dr.nt. .gr..d to
Forn o, ct'tE1l3A 619l
CHEN.NORTHERN, INC.
cot{sulTI t{6 Ett6IilEERS Al,rD SCtEt{TISTS
REPORT OF CONCRETE TEST CYLINDER DA
d'i:%
e,nWgS
St o,n*h tngo -4
[iueiitlE
T0: llECll €nterprises ,tOS il0. I 178 93-3 DATE: l-A6-94Attn: Eustaquio Cortl na
P.0. 8ox 3149 SHEET 1 0F IVail, C0 81558-3149
PROJEGT: Liftside Building, east of l{esthaven Drlve and }lestin ltotel , South Frontage Road fest, Vail, Colo.
PLACEI,IEilT L0CATI0i{: Stair Gore Al
EATCH TICKET IllF0Rl{ATISll SUPPLIER; }lestern }lobile
IRUCK N0. 161 TICKET lto. 0l 1099 r.fi x DEst6[ ilo.
TIME EATCHED: 10:27 TIIIE ARRIVED: 10:47 TII|E PLACED: ll:00 CU.Y0.L0AD,IACCUil:
FIELD TESTIiIG II{FOR}IATIOII SAIIPLE TEtlP: 65NF AIR TEI.IP: 3OT
TIIIE TEST TAKEII: ll:14 SLuf.lP: 4.0 lll. AIR C0llTtllT: X ttET UIIIT IIEIGHT:
J08 SPECIFICATIOIIS: SLUilP: ll{. AIR C0}lTEllT: g l,rATER ADDED AT SITE GAL.
CYL I IIDER I I{F()R}IATIOI{
t{0. 0F CYLIIII}ERS: 7 CYttilOER SIZE: 6"x 12' Tll.lE CYLIT{OERS CAST: lL:?4 I{HERE CAST: On-Slte
cuRlir6 l[FoRilATIot{
II{ITIAL CURE: 24 hours
DATE RECEIVED AT LAB:
0n-Si te
l-28-94
FIETO STORAGE FACILITIES:BY: C. A.
heated trai ler except
l,llil/1,{A.X f iel d cylcure
A6E
OAYS
DATE
TESTEtl
TOTAL LOAD
(r8s)
DIAITIETER
( IilCHES )
ARTA
(sQ ril)
coHP . sTR.
(PSt )
TYPE OF
FRACTURE
CY!IXDER
I'E I GHT
(LBs )
CYLII{DER
UI'|IT TJEIGIIT
(PcF)
7
7
7*
z8
?8
28H
u8H
?-2-94
2-2-94
z-2-94
?-23-94
?-23-94
?-23-94
2-23-94
1t6,500
I18,500
121,000
15U,000
t45,000
147,500
150.000
5.99
5.99
5.98
6.00
5.99
5.98
6.05 ?8.75
28. l8
28. l8
28.09
28.?7
28. 18
e8.09
4050
4210
4290
5410
5150
5230
5340
shear
shear
con/shear
snear
snear
shear
snear
DES16II STREI{GTH 4OOO PSI @ 28 DAYS
TESTS BY LABORATORY PERSO}IIIEL ARE III ACCORDATICE UITH APPLICABTE ASTI.I HETHODS UI{LESs OTHERUISE I{OTED
S0!lE I l{FoRl,lAT I0}l 0f TEST REPoRT l.lAY BE PRoVIDED BY oTHIRS
REIIARKS: lX non chloride accelerater added to mix-* Field Cure test cylinder was placed In area where concrete was placed
for 48 hours.
(stair core A1 at elev.)
COPIES: R.A. Nel son & Assoclates, Inc
Town of Vail; tlestern llobile;
J V A, Inc.; Gwathmey Pratt Schultz Caroiyn Adams Bobby J. Hays
FIELO OBSERVER APPROVED 8Y
As a $!tu.l protactlon to cll.ntrr th! pqbllc
cll.nt3t lnd ruthorlz.tlon for publlcrtlon ot!!ndlng otrF v,rltt€n .pproval. S!mpl.3 ,llI b.in |vrltlng.,A nsnb€r of the M gr.oup of co.nFrnl.3
rnd oqrs.lves, rl l report33tat.tnerts. Conclurions ordltFo3€d ot rfter t€stlng
rrc subrnlt.tld rs thc co|ifldl€ntlal D|.o$lrty of
attrrcts from or r.g.rdlng ogr raportt ia F.3arvcd
l3 €ompl€ted unl€3s othar srrangat[Gnts.gl'Gcd to
. Forrr {o. crEllSA 6/91
Ac r mutual prot.ctlon to cllents, thG publlc and ourr.lv.6, .ll r.port3 arc 3ubfiltt.d ri thc confldl€ntlal proP.tty of
cli.nts, lnd .uthori zlt I on tor publlcrtlon of 3tatcoEntr. Concluslons or €rtracts frod ot' reg.rding our repoFt! J. r...rv.d
Fcnding o||r Hrlttln lpprov!1. S.tnples lilll bc dlspoacd of.ftar t.3ting is cofiplet€d trnlelt other .rrangatr.ntt .grecd to
ln trrl t{ ng.
A hcmber ;f th€ E!! group of co|||p.nle3 Forn No. cmll3A 5/91
REPORT
CHEN-NORTHERN, INC.
coftsulTllt6 Etf6IttEERs At{0 sclEt'|TtsTs
oF coNcRFrE TEST CYLTNDER DATA
1F"'i'\
/$- MAR 1994 ,61
f; Glnft,.-,,
=,: PRffr;Ci:U.rS
'='rg*.rnornonno,3v
Rc;,;,*iu9Z
I0: l,lECll EnterDri$es
Attn: Eustaouio Corti na
P.0. 8ox 3149
Vai l, C0 81658-3149
PR0JECT: Liftside 8ui iding,
J08 l{0. 4 178 93-3 DATE: 1-28-94
SHEET I. OF I
east of lJesthayen Drlve and lJestin ]lotel, South Frontage Road yest, yatl, Colo.
PLACEI'IEI{T L0CATI0I{: Slab at unit C-52
EATCH TICKET IllF0RllATIO|f SUPPLIER: Uestern llobile
TRUCK l{0. t50 TICKET ?t0. 0lll9 ilIx 0ESI6I{ l{0. 84000
TII'fE BATCHED: 9:28 TIl,tE ARRIVED: 9:55 TII{E PLACEO: 10:18 CU. YD. L0AD/ACCU!|': 7lI4l28!
FIELD TESTIl{6 I IIFORI|ATIOII
Tll.lE TEST TAKET{: 10:22
JOB SPECIFICATTOI{S:
SLtlllP: 5 3/4
5Lt$rP:
Til.
Iil.
SAIIPLE TEiIP:
AIR COI{TE}|T: 5.6I
AIR C0l{TEllT: I
64.F AIR TEI.IP: 3O.F
t,lET U IT YEIGIIT: 136.0
I.'ATER AOOED AT SITE 6GAL.
CYLIT{DER I FMilATIOT{
0. 0F CYLIT{DERS: 7 CYLIiIDER SIZE: 5"x 12" TltlE CYLIT{DERS CAST: 10:32 VHERE CAST: 0n-Slte
CURI I{G II{FORI{ATIOII
II{ITIAL CIRE;24 hours 0n-Si te
DATE RECEIVEO AT LAB: l-29-94
FIELD STORAGE FACILITIES: heated trailer
BY: C.A.r,r I N/ilAX
AGE
DAYS
OATE
TESTED
TOTAL LOAD
(LBs)
DIA}IETER
( ilrcHEs)
AREA
(sQ Ilr)
COHP. STR.
(PSr).
TYPE OF
FRACTURE
CYLI I{DER
IIE IGHT
( LBs)
CYL I IIDER
UI{IT T'EIGHT
{PCF)
7
FC7
28
?8
28H
?8H
z-4-94
z-4-94
2-4^94
2-2s-94
2-25-94
2-25-94
2-25-94
9l,500
92,500
94,000
1?0,000
122,500
126,000
119.000
6.08
6.00
6.03
6. 08
5.99
6.08
6. 00
29.03
28.?7
28. s6
29.03
28. t8
29.03
zo. tt
3150
3270
3290
4130
4350
4340
4210
shear
shear
shear
shear
shear
con/shear
shear
OESI6I{ STRENGTH 4OOO PSI O 28 DAYS
TESTS BY LABORATORY PERSOI{I{EL ARE II{ ACCORDAIICE 1JIIH APPTICAELE ASTi{ I'IETHOOS Ul{LEsS OThERIJISE IIOTED
SOI,IE II{FORi,IATIOI{ OF TEST REPORT I,IAY 8E PROVIOEO 8Y OTHERS
RE ARKS: 1?( non chloride accererater added to this mix. Sample obtai ned
from mixer truck di scharge.
Field cure cylinder near stair core south and west of unit C-52,
CoPIES: R.A. l{el son & Associates, lnc
Town of Vail; Testern tlobile;
J V A, Inc.; ottattmey Pratt Schultz Carolyn Adans Bobby J. HaYs
FIELD OBSERVER APPROVEO BY
f,*'i'\
$" ,Man ieer g
b.^ffi+#d# jK --$il'r I ;
CHEN.NORTHERN, INC.
COI{SI'LTIIIG E]{GIII€ERS AI{D SCIEilTISTS
REPORT OF CONCRFTE TEST CYL|NDER DATA
T0: ilECl.l Enterpri sesAttn: Eustaquio Cortl na
P.0. Box 3l'f9Vall, C0 81658-3149
JoB l{0. 4 178 93-3 DATE: l-31-94
SHEET I OF 1
PR0JECT: Liftside Suilding, east of tlesthaven Drive and l{estin tlotel , South Frontage Road Uest, Vail, Colo,
PTACEII€I{T LOCAIIOII :Footi ng pads at grid lines O & p.6.
BATCH TICKET I I.|FOR''IATIOII,."
TRUCK r{0. 161
TIilE EAICHED: l:05
TICKET [0. 0tll34
TIiIE ARRIVED: l: Z0
SUPPLIER: \{estern l'lobi I e
ilIX 0ESI6!{ 1t0. fl39
Tll{E PLACED: l:54 CU. YD. L0AO/ACCU}|:
FIELD TESTIil6 I I{FORI,IAT I OI{
TIilE TEST TAKEil: ?:04
JOB SPECIFICATIOI{S:
SLUTIP:
SLIJI,IP:
4 I t{.
I tl.
SAIIPLE TEI'IP:
AIR C0l{TEtlT: 6.2I
AIR COI{TE]{T: t
58"F AIR TEI'IP: 5'F
UET UlltT I|EIGHT: 135.2
UATER ADOED AT SITE GAL.
CYLIIIDER II{FORI,IATIOII
N0. 0F cYLll{OERS: 7 cYLlflD€R sIZE: 6"x le" TII{€ cytlt{DERS CAST: UHERE GAST: 0n-site
Ct RItl6 Il{FORl,lAT I01{
II'IITIAL clRE: 24 hours 0n-site FIELD ST0RAGE FACTLITIES: heated trailer
DAT€ RECEIVED AT LA8: 2-2-94 BY: F. P. ilIt{/ilAX
AGE
DAYS
DATE
TESIED
TOTAI- LOAD
t LBS)
DIAf{ETER
( rlrcHEs )
AREA
(sq ril)
coltP. sTR.
(Psl )
TYPE OF
FRACTURE
CYIIIIOER
UEIGHT
(LBS )
CYL II{OER
UI{IT T'EIGHT
(PCFI
7
FC7
2A
z8
28H
28H
2-7-94
z-7 -94
2-7-94
?-28-94
2-2A-94
2-28-94
2-28-94
107,500
102,000
107,000
133,000
132 ,500
139 ,000
138,000
6.07
6.05
6.08
6.07
5.99
6.07
D. U5
28.94
28.75
29.03
28.94
28.18
28.94
28.75
3 710
3550
3690
4600
4700
4800
4800
shear
shear
shear
conlshear
con/shear
con/shear
conlst|ear
DESI6I.| STRE]IGTH 45OO PSI O 28 OAYS
TESTS BY LAEONATORY PERSOIII{EL ARE II{ ACC()flDAIICE UITH APPLICAEIE ASTI.I I.IETHODS UIILESS OTHER1JISE I{OTED
SOTIE IIIFORI.IATIOII OF IEST REPORT I.IAY 8E PROVJDEI) 8Y OTHERS
RE}IARKS:l% non chloride accelenater added to mix.
Field cure cylinder placed with concrete on site.
COPIES: R.A. l{elson & Associates. Inc.:
Town of Vail: llestern flobile;
J V A, Inc.; Gwathney Pratt Schultz;Carolyn Adarns Bobby J. Hays
FIELD OESERVER APPROVED 8Y
Aa . mutual protoctlor to cl{.ntt, thc plbllc
cllanti, .rd rsthorlzatlon for lubllcrtlon of
Fcndlng our rr{tt€n .pprovrl. Srfiplaa }rlll b.ln t{ri ting.
A ndnbcr of th! !!ll gt-oup of conp.nl..
lnd orarselvaa, rll i.portt3trtamant5. Coacl ut tont ordlrpo3rd of rttcr ta3tlng
6rc a brlttcd !3 th. confldlcntl.l FroFcrty ot
artracts fron or r€gardlng oq|^ raForti 13 fa3crucdl3 compl.tad unlais othcr arrrrtgc|r€nt3 rgtaad to
Foin tlo. CtlEll3A 6/91
ff.i%f"t^oln* '9
B *9H:i;.]* ;$&#ffiffi$CHEN.NORTHERN, INC.
COIISULTIIIG EI{GII{EERS AI{D SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: llECl,l Enterpni ses JoB t{0. 4 l7B 9g-3 DATE: 2_17_94Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F tValI, C0 81658-3149
PROJECT: Llftside Suildlng, east of l{esthayen Drive and ljestin tlotel , South Frontage Road ldest, Vail, Colo.
PtACEllEl{T L0CATI01{: Floor slab, Untt 84l
BATCH TICKET I NF0RllATIOil -/
TRUCK 0. 189
TIifE BATCHE0: 9:12
TICKET 0. 011261
IlilE ARRIVED: 9:20
SUPPLIER: llestern llobi le
t'tlx oEs I6t{ 0. 44
TIIE PLACED: l0:23 CU. YD. LOAD/ACCUi|: 7l?8
FIEIO TESTI]IG l IIFORI.IATI Ol{ SAI,IPIE TEI.IP: T AIR TE}IP:
TII|E TEST TAKEiI: l0:.?2 SLWP: 4ll4 lll. AIR COI{TEI{T: 5 X t{ET Uf{lT !|EIGHT: 142.3
JOB SPECIFICATI0 S: SLulitP: 4 IN. AIR C0 TE T: ilax 3f UATER ADDEO AT SITE 6 6GAL.
CYLI I{DER It{FORI'IATIOl{
t{0. 0F CYL II{DERS: 7 CYLIiIDER SIZE: 6"x 12" TI}IE CYLIi{OERS CAST: 10:30 l,lHERE CAST: On-Site
ctRIt{6 IIiF0R ATI0l{
I ?.| ITIAL CURE: 24 hours
DATE RECEIVED AT LAB:
0n-5i te
2-18-94
FIELD STORACE FACIL IT IES:
BY: C.A.
Field next to porer
6 in. heated field
r't I /l,tAx
sl ab
trai I er
A6E
DAYS
DATE
TESTED
TOTAL IOAO
(L8s )
DTAI.TETER
( IilCHES )
AREA
(sQ lll)
cottP , sTR.
(Psr)
TYPE OF
FRACTURE
CYL IIIOER
t{EIGHT
(LBs)
CYLTI{OER
UII IT IJEIGHT
(PcF)
FC7
?8
28
28H
z8H
2-24-94
2-?4-94
2-?4-94
3-17 -94
3-17-94
3- 17-94
3- t 7-94
r05,000
100,000
98,500
6.09
6.05
6.06
29. 13
e8.75
28.84
3600
3480
3420
shear
shear
shear
DESI6I{ STREI{GTH 4000 PsI 0 20 oAYs
TE5TS BY LABORATORY PERSOI{IIEI ARE Iil ACCORDAI{CE I,IITH APPLICABLE ASTI,I I.IETHODS UIILESS OTHERUIsE IIOTED
SOI,IE IIIFORIIATIOII OF TEST REPORT IAY BE PROVIDED BY OTHERS
REI.IARKS:lX daraset accelerater in mix.
COPIES: R.A. l{el son & Associates, Inc
Town of Vail; tlestern lloblle;
J V A, Inc.; Gwathney Pratt Schulte Billy Earbour Eobby J. llays
FIELD OESERVER APPROVED BY
As ! nutu.l p.otectlon to cllcntr! th. psbllc
cllcntrr .n.l quihori2rtlon for FrbIlclt'lon ofpcndlng our. rflttcn rpprov.l. Srtnpl€i nill b.ln !l|r lt i n!.
A mcmbcr of thc !:! Sro{p of conp.nl.r
and our3alvar, rl I rcport3
ttatcmcntr. conclualoh3 0rcll3por.d of .ft.r. taatlng
ria 5ubnitt.d 13 th. €onlldlentlrl pioFGrty ol
artrrcts troh or rcgardlng our reporti i5 ratarvcdl! corDlatcd unIa33 othcr rrrrrg.mcnt3 lgraad to
Forn No, cMEl!3A 6/91
if"%\
MAR 1994 e
d;{fitr:f'fld S
:mauffir".^s,CHEN.NORTHERN, INC.
c0lrsuLTlilG iltGll{EERS Ar0 SCIET{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: f{ECil
Attn
P.0.
Val I
PROJECT:
Enterpni ses
Eustaquio Corti na
Box 3149
c0 81558-3149
Liftside Bui ldi ng,
JOB 0.4 178 93-3 OATEI 2-18-94
SHEET I OF 1
of llesthaven Orive and llestln Hotel , South Frontage Road llest, Vail. Colo.
PTACETI€ilT LOCATIOI{:tdall, grid line 19, L throush Q ltne.
BATCH TICKET IilF0Rl'tATl0t{/ suppLIER: l,testern t{obtle
TRT CK ll0. ll4 TICKET 1{0. 0tt27l HIx DE5t6t{ lto. 39
TlttfE BAiCHED: 9;32 TIIIE ARRIVE0: 10;00 TIl,lE PLACED: t0:25 CU.YD.l0A0/ACCull: 717l2l!
FIETD TESTI 116 IIIFORIIATIOII
TIiIE TEST TAKEil: 10:38
JOB SPECIFICATIOIIS:
stut'tP
stul.tP
3 t/4 lil.
I lt.
SAI.IPLE TEI,IP:
AIR COt{TEllT: 5.7X
AIR C0llTEllT: X
70oF AIR TEiIP: ?5'F
ttET UtltT UEI6HT: 136.9
UATER ADDED AT SITE IO 6AL.
CYL I ]IOER I ]{FORI,IATIOII
t{0. 0F CYLI}IDERS: 7 CYLltlOER SIZE: 6"x 12" TIIIE CYLII{DERS CAST: 10:48 IIHERE CAST: 0n-Site
CMIilG IilFORIIATIOI{
IIIITIAL CURE: 2'[ hours
OATE RECEIVED AT LAB:
0n-S i te
?-19-94
FITLD STORAGE FACILITIES:
BY: l,l. J.
heated trai ler
r'rIN/r,rAx
exceot fleld cure
AG€
OAYS
DATE
TTSTED
TOTAL LOAD
( LBS)
DIAIIETER
( rilcHEs)
AREA
(sq ril)
couP.sTR.
(Psr)
TYPE OF
FRACTURE
CYLIIIOER
VEIGHT
(L8s)
CYLIIID€R
UNIT UEIGHT
(PcF)
7
7FC
28
28
28H
28H
?-25-94
2-25-94
2-25-94
3-18-94
3-18-94
3-18-94
3-18-94
115,000
112 ,000
103.000
5,99
5.98
5.99
28. t8
?8.09
28. 18
4080
3990
3660
shear
shear
shear
DESIGII STREIIGTH 4OOO PSt G 28 DAYS
TESTS BY LAEORATORY PERSOI{I{IL AN€ T[ ACCOROAIICE I{ITH APPLICAELE AS1II I,IETHODS UI{LESS OTHERUISE I{OTED
SOHE II{FORHATIOII OF TEST R€PORT IiAY BE PROVIDEO BY OTHERS
REIIARKS: tf, daraset accererater added to this nix. Sample obtained from nixer truck di scharge.
COPIES: R.A. l{el son & Assoclates, Inc.
Town of Vail; llestern l,iobile;
J V A, lnc.; Gwattmey Pratt Schultz;Carolyn Adams Eobby J. Hays
FIELD OBSERVER APPROVED BY
A! r nutn.l prot.€tlan to cll.nt3r the publlc
cll.nts, .nd .utho.l:.tlor for prbllcrtlor ofpandirg our wrltt.n .pprov.l. SlnFlGs 'rtll b.ln |rrltl ng,
A m.nb€r of tha fI! Eroup of conp.nl.r
.nd our3.lv.t. !I'l r.port.,
rtatafiant3. Concl u3{on3 ordl3por.d ot rftcr tc6t{ng
.rG ilbmlttcd .B thc confldiantl.l prop.rty oa
artracti frofi or ragardlng oqr report3 i3 r.ta?vad
13 cofiplcted uolata othar' trrrnganentt igt atd io
Forri flo. CtlE113A 6/91
-'*-
CHEN-NORTHERN, INC.
cot{suLTlilG EtrGIltEERs A}r0 sclEilTIsT!
REPORT OF CONCRETE TEST CYLINDER DATA
f'T'"%'F flfAR 1994 ij
R (.':.'.,.:', Ttl rl')..ir:,,iia E
*,11fine*i;1$
T0: HECI{ Enterprises J08 ll0. 4 178 93-3 DATE: ?-l-9{Attn: Eustaquio Cortj na
P.0. 8ox 3149 SHEET I 0F ?Vall, C0 81658-3149
PR0JECT: Liftslde Building, east of llesthaven Drive and llesti n Hotel , South Frontage Road tlest, Vail, Colo.
PLAC€HEI{T LOCATI0I{: Slab at unit C-52
BATCH TICKET IIIFORilATIOilZ SUPPLIER: Ilestern l,Iobi I e
TRUCK r{0. 150 TICKET ilo. 01u40 nIX oESlGt{ [0. U
TIfitE EATCHED: 9:31 TIttlE ARRIVED: 9:55 TIl,lE PLACED: 10:04 CU. Y0. LOAD/ACClrf'l | | 114126
FIELD TESTI'IG I I{FORI'IAT 101{
TIlilE TEST TAKEI{: . l0:Il
JOB SPECIFICATIOIIS:
SLljl,lP: 3 314 Il{.
SLullP: Il{.
SAI,IPIE TE}IP:
AIR C0llTEllT;5.8 I
AIR C0llTEl{Tr I
37"F AtR TEIIP: l0'F
lr€T U]{IT iIEIGHT: 137.3
UATER AODEO AT SITE 3 6AL.
CYLIIIOER TI{FORHATIOil
l{0. 0F CYLII{DERS: 7 CYLIIIDER SIZE: 6"x 12" TIIIE CYLII{oERS CAST: 10:21 IIHERE CAST: 0n-Site
CUR I 116 I1{FOR}IATI()I{
ItIITIAL CURE: 24 hours 0n-Site
DATE RECEMD AT LAB: 2-2-94
FIELD STORAGE FACILITI€S:
BY: C.A. llll{/l'lAX
AGE
DAYS
DATE
TESTED
TOTAL LOAD
(LBs)
OIAI,IETER
( ilrcHEs)
AREA
(sq lil)
co P. sTR.
(Psr)
TYPE OF
FRACTURE
CYLI}IOER
YEIGHT
(LBs )
CYLIIIOER
UIIIT UEIGHT
(PcF)
7A
7A
FC 7A
28A
28A
28AH
28AH
2-8-94
2-8-94
2-8-94
3- 1-94
3-l-94
3-l -94
3-l -94
102,000
99,000
ll?,500
138,500
t38,500
135,000
131 .000
5.99
5.98
6.09
5.99
5.99
5.08
6.00
28.18
28.09
29,13
28.l8
20.18
29.03
28.21
3620
352 0
3860
4910
4910
4680
4630
shear
shear
shear
con/shean
con,/shear
con/shear
shear
OESIGI{ STREIIGTH 4OOO PSI 8 28 DAYS
TESTS 6Y LABORATORY PER5OIIIIEL ARE II{ ACCORDAI{CE I,ITH APPLICABLE ASTI.I IIETHOIIS UNTESS OTHERUTSE I{OTED
SO}IE IIIFORI,IATIOI{ OF TEST REPORT I{AY 8E PROVIDED 8Y OTHERS
REHARKS; Another 4 gallon of water added after sl unrp test was perforned.
COPIEs: R.A. t{elson & Associates, lnc.;
Town of Vail; Vestern }lobile;
J V A, tnc.; Gwattmey Pratt Schultz;Carolyn Adarns Eobby J, Hays
FIELD OBSERVER APPROVED BY
As . mutu.l prot.ct{on to cll.tta, thc public
cllGnta. ahd authorlrltlon for publicrtlor ofpandlhg our v.rlttan lppr'ov.l. S|lnplci illl b.ln r.rltln9.
A [€mber of th. E!! group of conp.ni.r
lnd olr'ralvct, all reportt
itrtdranti. Concl ut lon3 srdlrpos.d of !ft.i tertlng
.rc rubrttt.d rr thr cortldlcntldt Prpcrty ot
artract3 fro|h or rtg.rdlng our report3 lr raaarvad
ls co|!plat.d unlatt othar rrr.ngam.nt3 rgiaad to
Form t{o' Ct{Ell3A 6/91
1 .r. t
CHEN.NORTHERN, INC.
COIISULTIIIG EIIGIT{EERS A',|O SCI EIITI STS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: llECll Enterprises JoB ll0. 4 178 93-3 DATE: 2-1-94Attn: Eustaquio Cortlna
P.0. Box 3149 SHETT 2 0F eVail, C0 81658-3149
PR0JECT: Liftside Bulldtng, east of lJesthaven orlve and testin llotel , South Frontage Road Uest, Vail, Colo.
PLACEI4ETIT LOCATIOT{ :llall, L line frcm P.4 to P.5.
BATCH TICKET IIIFORI{ATIOIT
TRUCK ilo. 161
TIl,lE EATCHED: 1:56
SUPPLIER: l'lestern l'lobi le
t'tlx DESIGI{ x0. 39
tIitE PLACED: 3:05 CU. Y0. LOAO/ACCUI'|: 717114!
TICKET t{0. 0llt49
TIIIE ARRIVED: 2:20
60"F AIR TEIIP: 10'FFIELO TESTIIIG I IIFORITATIOTI
IIl.lE TEST TAKEI{: l0:11
JOB SPEC IFICATIOI{S:
SLUI'IP: 2 3/4 I1{.SlUl,lP: Il{.
SAI,IPLE TTIiP:
AIR C0llIEt{T:5.4 I
AIR COllTtt{T: X
YET UI{IT UEIGHT:
UATSR ADDED AT SITE 3 GAL.
CYL II{DER II{FORHATJOI{
flo. 0F CYLIflDERS: 6 CYLIiIDER SIZE: 6"x 12" TlllE CYLII{DERS CAST; llHtRE CAST: On-Site
cwIl{G tilFoRttATl0ll
II{ITIAL CIRE: Z4 houns
DATE RECEIVED AT LAB:
0n-Si te
2-2-54
FIELO STORAGE
BY:
FACILITIES: heated
MrN/lrAx
trailer except for Fleld Cure
AGT
OAYS
DATE
TESTED
TOTAL LOAD
(LBS )
D IA}IETER
( IllcHEs )
AREA
(sQ rr{)
c0[P. sTR.
(Psr )
TYPE OF
FRACTURE
CYLIIIDER
UEIGHT
(LBs)
CYLIIIt)ER
UIIIT YEIGHT
{PcF)
7A
7S
FC 7B
?SB
288
28BH
2-8-91
2-8-94
2-8-94
3-l-94
3- l-94
3-1-94
117,500
120,000
118,000
154 , 500
152,500
154.500
6.08
6,00
5.98
6.00
6.08
(oo
29.03
28.?7
28.09
28.27
29.03
28. t8
4050
4240
4200
5460
5250
5480
shear
con/shear
shea r
eon/spl i t
con/spl i t
con/spl it
DESIGII SIREIIGTH 4OOO PSI O ?8 DAYS
IESTS 8Y LAB0RAT0RY PERS0lilt{[L ARE Il{ ACC0RDAI{SE I,ITH APPLICABLE AST}I l'lETH0Ds UI{LESS oTHERVISE llolED
SOI'IE INFORI,IATIOT OF TEST REPORI I'IAY BE PROVIOED BY OTHERS
REIIARKS: Pour was delayed, a crane Has needed to place concrete. lX non chloride accelerater added
to thls mix. Saryle obtained from concrete truck discharge.
CoPIES: R.A. l{elson & Assoclates, Inc
Torn of Vall; tlestern l'lobile;
J V A, inc.; Gwatlmey Pratt Schultz Carolyn Adarns Bobby J. HaYs
FIELD OESERVER APPROVED 8Y
Ar ! muturl protacllon to cll.nti, th. publlc and ouFi.lv.3! .lt r.Fortt !r'. subnltted !t th. contldlrntlrl proP.rty of
cllanta. and a(thor.izrtlon for pgbllcatlor of it.tcmantr. Concluilons oF.rtractt from or r.ga.cllng our- r.Port3 l3 rr..rv'd
p€nd.lnq our rrrltten rpprovrl, Sr|rpl.3 rlll b. dlEpoaad of rftcr t.stltrg ls comglatad ual€s3 oth.r acr.ng'.hcnt3 rgre.d to
ln s.rltlno.a ..'nlii-5i th. !!! group of comp|tliri Fom No. cr1€1134 6/91
CHEN.NORTHERN, INC.
COIISULTII{G EIIGIIIEERS AIID SCIEIITI ST5
REPORT OF CONCRETE TEST CYLINDER DATA
T0: l.lECll Enterprises JOB l{0. 4 178 93-3 IIATE: 2-?-94Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F IVail, C0 81658-3149
PROJECT: Liftside Building, east of l'resthaven Drive and yestln Hotel , South Frontage Road l/est. Vail, Colo.
PLACEI,IEilT LOCATI0Ii: Slabs for penthouses in Units C-51 and C-52 at Level 95.9.
BATCH TICKET ItlF0RllATI0[r' SUPPLIIR: ttestern ]lobi]e
TRUCK ilo. 114 TICKET ilo. 0 154 ilIX 0ESI6|{ 1{0. 44
TIiIE BATCHED: 8:50 TlltE AflRIVED: 9:10 TItiiE PLACED: 9:40 CU. Y0. L0AD/ACClfi:
FIEL0 TESTII{G LlF0RllATI0li 9Ar,lPLE TEIIP: 5l T AIR TEilP: r0T
TIl,lE TEST TAKEI{:.10:08 SLUI'IP: 5.0 Il{. AIR COllTEt{T: 6.31 llET ulllT UEIGHT: 135.6
JOB SPECIFICATIOTIS: SLWP: Il{. AIR c0 TEilT, f UATER ADDED AT SITE 5 GAL.
CYL IT{DER II{FORIiATIOII
tl0. 0F CYLIII0ERS: 7 CYLIIIDER SIZE: 6"x l?" TIIIE CYLIII0ERS CAST: 10:28 IIHERE CAST: 0n-Site
CIIRING IIIFOR}IAIIOII
IilITIAL CURE: 24 hours
OATE RECEIVED AT LA8:
0n-5 i te
?-4-91
FIELD ST0RAGE FACILITIES: heated trailer
BY: M.J. lllt{/llAx
A6E
DAYS
OATE
TESTEO
TOTAI LOAD
(L8S )
DIAITETER
( $rcHEs)
ANEA
(sQ Iil)
c0r.rP. sTR.
(Psr )
TYPE OF
FRACTURE
CYLI'{DER
I{EIGHT
(L8s)
CYLII{DER
UTIT TEIGHT
( PCF)
7
'l Fc
z8
28
28
28H
2-9-94
2-9-94
2-9-94
3-2.-94
3-Z-94
3-Z-94
3-2-94
88,500
88,000
92,000
124,000
115,000
l14,500
120.500
6. 09
5.99
5.98
5.99
6.08
5.99
6.03
?9.I3
28. t8
28.09
28.18
29.03
28. 18
28. 56
3040
3U0
3280
4400
4000
4060
4220
shear
shear
shear
con/shear
shear
shear
shear
DESIGI{ STREIIGIH 4OOO PSI @ 28 DAYS
TESTS BY LABORATORY PTRSOI{IIEL ARE I'I ACCORDAIICE I|ITH APPLICABLE ASTI.I },IETHODS UIILES5 OTHERIIISE IIOTED
SOI.IE II{FORIIATION OF TEST REPORT IIAY 8E PROVIDED BY OTHERS
REIIARKS:lX non chloride accelerater added to thls mlx.
COPIES: R.A, llelson & Associates. Inc.
Iown of Vall; llestern t{obila;
J V A, lnc.; Gwathrey Pratt Schultz;Carolyn Adams Bobby J. thys
FIELO OBSERVER APPROVED BY
As I mutual protGctlon to cllcntr, th! publlc.rd otr'.lva', lll r.ports
cllants. rnd ruthorl2!tlon for g(|bllc.tion of 3t.t.inanti, Concll.9lona otpandlng our drlttan approval. S.mpla3 will b. dl3potcd of !ft.r tattlnEln vf ltlng.
A n mbcr of th. !g group of co|nFlnlc!
ar. 3!b|nltt.d rr !h. confldl.ntlrl Proparty ot
attractt fron or ragardlng orrr raPort3 l! F.3er-\'.d
l3 cor platad unlaas othcr rrratganantl lgreed to
Fo r No. C EtltA 6/91
I
CHEN.NORTHERN, INC.
COIISULTII{G E]IGI IIEERS AilO SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
f'T%
E MAR res4 2
S --c: .". 3g ****r*f *9
tuurrrrrd
T0: IrlECll Enterprises JoB ilo. 4 l7B 93-3 DATE: ?-3-94Attn: Eustaquio Cort i na
P.0. Box 3149 SHEET I OF IYaiI, s0 81658-3149
PR0JECT: Llftside Building, east of Uesthaven Driye and llesti n Hotel , South Frontage Road lJest, Vail, Colo.
PLACEI.'IE!IT L()CATIOI{ :Vall on L Line
BATCH TICKET IflFORI.STIOIts SUPPLIER: IIESIETN }IObiIC
TRUCK !r0. I50 TICKET 1{0. 0lll78 ilIx oESIGil ilo. 39
TIi{E BATCHED: 3:05 TII{E ARRIVED: 3:30 TIttE PLACED: 3:42 CU.Y0.L0A0/ACCUI|:
FIELD TESTIIIG IIIFORIIATIOII
TlltE TEST TAK€tl: 3:52
JOB SPECI FICATIOI{S:
SLtlliP: 4.0 I t{.
SLUI{P: 4 ltl.
.
SA}IPLE TEIIP:
AIR Co[TE[T:6.lX
AIR Col{TEllT: 4-81
sAT AIR T€[P: e5"F
t{ET UIIIT UEIGHT: 136.9
IJATER ADOED AT SITE GAt.
CYLIIIDER I I{FORilAT I OII
l{0. 0F CYLIIIDERS: 4 CYLIIID€R SIZE: 6"x 12' TIIIE CYLIIIDERS CAST: 4:02 tiHERE CAST: On-Site
cuRlltc I FoRt'rATI0l{
I]{ITIAL CURE: 24 hours 0n-Site
DATE RECEMD AT LA8: 2-4-94
FIELD STORAGE FACILITIES:BY: lllil/llAx
A6E
OAYS
DATE
IESTEt}
TOTAL LOAD
(LBs )
DIA'.IETER
( Ir{cHES)
AREA
(sQ n)
co P.sTR.
( Psr )
TYPE OF
FRACTURE
CYtIIIOER
UEI6HT
(LBs )
CYLIilDER
UIIIT UTIGHT
(PCF)
7
tFc
?8
28
?8H
z8H
z-10-94
2-10-94
2-10-9ri
3-3-94
3-3-94
3-3-94
3-3-94
1u,500
119,500
89,500
156, s00
157.000
152,000
154.000
5.99
6.08
6.07
6.00
6. 09
6. 09
5.99
28. 18
29.03
28.94
28.27
29. 13
29.13
u 8.18
3960
4lz0
3090
5540
5390
5220
5460
shear
con/shear
shear
con/spl i t
con/spl i t
con/spl i t
con/spl i t
DESIGII STREI{GTH 4OOO PSI @ 28 DAYS
TESTS BY LABORATORY PERSOIIIIEL ARE I1{ ACCORDA]ICE UITH APPLICABLE ASTI.I I'IETHODS UI{LESS OTHERIdISE I{OTED
SOI.IE IIIFORI.IATIOI{ OF TEST REPORT IIAY BE PROVIDED BY OTHERS
RTi{ARKS:l1 Daraset accel erater.
COPIES: R.A. llelson & Associates, Inc
Town of Vail; l{estenr }lobile;
J V A, Inc,; tuathrcy Pratt Schultz Caro'lyn Adams Bobby J. Hays
FIELD OBSERVER APPROVED BY
A3 ! irrtual pr.otactlon to cl{Gnts, the pr.bllc
cll.nt3, rnd ruthorlzrtlon for Dubllcatlot| ofpcnding ouF wrltt.n ltpFovrl. Surpl.3 rlll bcln wrltlng.
A nanber of thc EI! group of cofip.nlai
and ouisalvai, all rlporta
statmcnti. Conc luiion3 or
d I tpor.d of rtt.r t€rtlng
.re sub|tlltt.d !r th. confldlcntl.l ProF.rty ot
.rtr.ct! lron o|. rcgardlng our raportt lt rasarvad
'13 conpl.t.d unlcsr oth.r arranga ants aEtaad to
Forrn o. cfiEll3A 6/91
I
CHEN.NORTHERN, INC.
col{sutTilt6 EilGII{EERS A[0 SCIE]tTtSTS
REPORT OF CONCRFTE TEST CYLTNDER DATA
Ai. nutuat protcctton to cll.nt.r tha publlc.nd oer'3rlv.t' .ll r.port3.r.3qbnltt.d.r thr confldl.ntl.l pt'oP.rty of
cll.ntir .nd ruthoriaatlon for publlcrtlon of 3tats||.nt3. ConcluSlons or artructr fro|t| or r.grrdlng osr raporti l3 rctarvad
p.ndlng our {rltt.n approv.l. s.rpl!r will b. dlBpo3Gd of.ftar t.stlng Ir cor9l.t.d unl.33 othcr .rt.angdr|.rt3 agr..c lo
A nenlir ii thc !I! group ot co''lprnl.3 Foro tlo' cl'tEll3A 6/91
T0: l{ECll Enterpri ses J08 ll0, 4 178 93-3 DATE: 2-16-94Attn: Eustaquio corti na
P.0. Box 3149 SHEET I 0F 1
Vai l, C0 81658-3149
PR0JECT: Liftstde Butlding, east of tlesthaven Drive and Uestln Hotel , South Frontage Road llest, Vail, Coio,
PLACEI{EIIT LOCAT IOII :Val I on L Line
BATCH TTCKET IIIFORI{ATIOil/
TRTCK 1{0. 161
TIIIE BATCHED: l1:10
TICKET l{0. 0l 1257
TIIIE ARRIVED: l1:30 TII,IE
SUPPLIER: Uestern l,lobi'l e
rIX 0ESl6 t{0. 39
PLACED: 12:05 CU.YD.LOADIlJ.CUfil. 7l14l2L
FIETO TESTIIIG IIIFORiIATIOII
TIl,lE TEST TftKEl{: 12:11
JOB S PEC I F I CAT IOI{5:
SLUI.IP:
SLUI'IP:
rl4 I lt.
I ltl.
SAIIPLE TE}IP:
AIR C0llTEllT: 6.lI
AIR COllTEllT: I
65'F AIR TEllPr 357
llEI Ul{IT llEIGHT:
UATER AODEO AT SITE 6AL.
CYLII{DER IIIFORI.IATIOl{
0. 0F CYLIT{DERS: 7 CYLI]{0ER SIZE: 6"x 12" TIIIE CYLI DERS CAST: 12:21 }ltlERE CAST: on-Slte
CURII{G IilFORI{ATIOI{
Ii{ITIAL CURE: 24 hours 0n-Site FIELD SToRACE FACILITIES: heated trailer except
DATE RECEIVED AT LA8: 2-17-94 BY: ll.J. I'll ll,/tlAx field oure cyl .
AGE
DAYS
OATE
T€STED
IOTAL LOAO
(LEs)
OIAITIEIER
( lilcHrs)
Af,EA
(sQ Ill)
coilP. srR.
(Psr)
IYPE OF
FRACTURE
CYLITIDER
IJE IGHT
(LBS)
cYu]l0ER
UI{II IJEIgHT
(PCr)
7
7*
28
z8
28H
28H
2-73-94
?-23-94
2-23-94
3-16-94
3'16-94
3-t6-94
3-16-94
10i,500
117,500
120.500
5.99
5.98
5.99
28. t8
28.09
28.18
3810
4180
4280
shear
shear
shear
DE5I6N STREI{GTH 4OOO PSI € 28 DAYS
TESTS BY LABORATORY PERSOI{I{EL ARE II{ ACCORDAIICE I'TTH APPLICABLE ASTH i.IEIHOOS UI{tfSS OTHERVISE IIOTEO
SOI,IE II{FORI,IATIOI{ OF TEST REPORT I'IAY BE PROVIDED BY OTHERS
REIIARKS: lX daraset aecererater added to nix,* Field cure cylinder: cylinder cured along xith concnete pour for 48 hours.
COPIES: R.A. llelson & Associates, Inc.;
Town of Vail; tlestern ll'obile;
J V A, Inc.; Gwattmey Pratt Schultz;Carolyn Adans Bobby J. Hays
FIELD OBSERV€R APPROVED BY
CHEN.NORTHERN, INC.
.
COIISULTII{G EIICINEERS At{D SCIEI{TIST5
REPORT OF CONCRETE TEST CYLINDER DATA
T0: llECl'l Enterpri ses JoB tto. 4 178 93-3 MTE: 2-24-94Attn: Eustaquio Cortina
P.0. Box 3149 SHEET I 0F rVal1, C0 81658-3149
PROJECT: Llftside Building, east of i{esthaven Drive and Vestln Hotel , South Frontage Road irest, Vail, Colo.
PLACEIIEIIT LoCATIoI{: }fal I on L line betreen grid lines t9 and P10, upper lift
BATCH TICKET II{FORI'IAIIO'{,/ SUPPLIER: I.ICSICTN I,IObiIE
TRUCK lr0. 150 TICKET |r0. 0l l29Z l.tIX DtSlClt r{0. 39
TII'IE BATCHED: l0:52 IIHE ARRIVED: ll:20 TltlE PLACED: 1l:?3 CU.YD.L0A0/ACCU|,|:
FIELD T€STIIIG I]{FORIIAT IOII
TIl,lE TEST TAKEII: 1l:34
JOB SPECIFICATIOI{S:
sLufiP
5LUlIP
4 1/2 lil.4 Iil.
SA}IPLE TEIIF:
AIR C01{TE1{T: 6.tI
AIR COI{TEI{T:4-8 I
63"F AIR TEttP: 25.F
UET UI{IT IJEIGHT: 135.9
}'AIER ADOED AT SITE GAL.
CYL II{DER IIIFORI.IAT IOI{
tl0. 0F CYLIT{DERS: 7 CYLIT{OER SIZE: 6"x 12" TIiIE CYLIT{OERS CAST: l1:4i[ IIHERE CAST: On-Site
cuR Ir{G Il{F0Rl{ATiotl
II{ITIAL CiRE: ?4 hours On-Site
I,ATE RECEIVEO AT LA8: 2-25-94
FtEtD SToRAGE FACILITIES: trailer except for fteld cure cyi inder
BY: C,A.l,lltl/llAX
AGE
DAYS
OATE
TESTEO
TOTAI. LOAD
(L8s l
OIAI.IETER
( n{cHEs)
AREA
(sq ril)
cot{P. sTR.
(Psr )
IYPE OF
FRACTWE
CYLIl{DER
I./EIGHT
(LBs)
CYLTIiDER
U]{IT YEI6HT
(PcF)
?8
28
28H
28H
3-3-94
3-3-94
3-3-94
3-24-94
3-24-94
3-24-94
3-?4-94
116,500
123 ,000
111,000
6.08
6.00
6.00
29.03
28.27
25.21
4 010
4350
4030
shear
snear
snear
0€516I{ STREI{GTH 4000 Pst 0 28 DAYS
T€STS BY LAEffiATORY PTRSOIIIIEL ARE IN ACCORDAIICE VITH APPLICABTE AST}I I.IETHODS UIILESS OTHERI.IIS€ I{OTED
SOI{E IIIFORI.IATIOI{ OF TEST REPORT IIAY BE PROVIDEO BY OTHERS
REi{ARKS:
COPIE5: R.A. f{el son & Associates, Inc
Town of Vail; |lestern llobile;
J V A, inc.; Srathney Pratt Schultz Caroiyn Adarns Bobby J. Hays
FIEID OBSERVER APPROVED BY
As r. tr$rtu.l oiotestton to elt.nt3, thc publlc
cllcnti, rnd .sthor'lzltlon toF p(bllcation ofpeodirg our lrritt.n rpprovr'l, s.|t$l.t r.ill bcln |{Fltlng.
A t||enbcr. of thc tll! group o{ .onp.rl.!
Br|d ouFlalvat. rll raport3
itatcmentr. Conclurlon! ordl3poi.d ot !ft!F t.itlng
.r-. subtlltt.d !t th. cohlldlantl.l prop.rty ot
c{trrcts fro[ or F.grrdlng our raport3 lB Fca.rvcdla cocrplatad unl.33 oth.r rrrtngdnantr agrccd to
Fonn No. CtiEll3A 5/91
f'T'%
(b- ir lr a! ! r1n, '.''
.b;,'" - ,.;$.t
Qaeezzz9
F MAR 1994 ;
F. ;*m*"* "lCHEN-NORTHERN, INC.
COIISULTII{G EIIGIIIEERS AIID SCIEl{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As . mutull pr.ot€ctlon to cll.nti, thr publlc.nd ours.lvca, ill r.portE ir. iul!|nltted a3 thc confldl.ntlal prog.rty ot
cllant3. an.t .uthor"lzrtlon for prbllcatlon of rtrt.nantl. Conclutlon3 or artrlct3 from or ragafdlng our raFortt l3 t'rtarvad
p€n.tlng our" |.rltt.n .pprovrl. Sr|t|plca wlll b. dlrpo3.d of.tt.r t.it{ng li co|npl.tad unlcat oth.r.rr.ng.nr.nti.9r...l to
lh wri t i ng.
A rcn{rcr ;f th. !:! gFoup of co'tlpanr.r For'' No. craEll3A 6/91
T0: llECtl Enterprl ses
Attn: Eustaqulo Corti na
P.0. Box 3t49
JOB 1{0. 4 178 93-s DATE: 2-22-94
SHEET I OF IVail, C0 81658-31{9
PROJECT: liftside Building, east of lJesthaven Drlve and Uestin Hotel , South Frontage Road l,lest, Vall, Colo.
PLACEI'IEI{T LOCATIOI{: Uall on L line betreen grid lines 19 and Pt0. This concrete },ill be ln lorcr lift
of wall at this location.
BATCH TTCKET IllF0Rl,lATI0t{/ SUPPLIER: Uestern tlobile
TRTJCK fto. 150 TICKET 0. 0l 1279 titlx oEsIGl{ t{0. 39
TIME BATCHED: 1l:09 Tll'lE ARRIVED: 11:35 TIHE PLACED: ll:40 CU.YD.LOAD/ACCUI{t 7lL0l3A!
FIELD TESTIIIG IllFoRl,lATIol{ SAIiPLE TEIIP: 66"F AIR TE}IP: 257
TIIIE TEST TAKEI{: 11:46 SLUl,lP: 2 l/2 lll. AIR C0l{TEllT: I l/tT Ullll I/EI6HT: 138.5
JOB SPECIFICAII0I{S: sLUltP: 4 ltl. AIR C0l{TEllT:4-8 7 UATER ADDED AT SITE 7 GAL.
CYLIIIDER IIIFORI,IAIION
l{0. 0F CYLIIIDERS: 7 CYLIIIDER SIZE: 6"x 12" TIl.lE CYLIIIDERS CAST: IJHERE CAST: 0n-Slte
cuRlN6 1ilFoRt'rATI0rl
I ll I TIAL CURE: 24 hours
DATE RECEIVED AT LAB:
0n-Si te
2-25-94
FIELD STORAGE FACILIT]ES :BY: ll.J.
Tral I er
l,lllr/r.lAx
except for field cure
AGE
OAYS
DATE
TESTED
TOTAL LOAO
(L8S)
DIATIETER
(rlrcHEs)
AREA
(sQ ril)
coilP. sTR.
(Psr)
TYPE OF
FRACTURE
CYL]I{DER
UEI6HT
(LBSI
CYt II{DER
UIIIT TEICHT
{PcF)
7
7
?rn
28
28
28H
z8H
3-l-94
3-l-94
3-l-94
3-22-94
3-22-94
3-2e-94
3-ZZ-94
t?4 ,000
133,000
130,500
6. 00
6.08
5.90
28.27
?9.03
28.09
4390
4580
4650
s hear
shear
shear
OESIGII STREIIGTH IOOO PSI 8 28 DAYS
TESTS 8Y LAEORATORY PERS()IIIIEL ARE III ACCORDAIICE UITH APPLICABLE ASTI'I I.IETHODS UI{LESS OTHERUISE ]{OTEO.
sOI'IE I IIFORI,IAT I OII OF TEST REPORT ITIAY 8E PR()VIDED 8Y OTHERS
RE ARKS:ll daraset accerefater added to thls nlx,
CoPIES: R.A. l{el son & Associ ates, lnc.;
Town of Vail; llestern l'lobile;
J V A, Inc.; Gwathney Pratt Schultz;Carolyn Adans Bobby J. Hays
FTELD OBSERVER APPROVED 8Y
60 M|N r9 MtN..t MtN.
o
ziFu,
Fzluo
gJc
DIAMETER OF PASTICLE IN MILLIMETERS
CLA} TO 6ILT
GFAvEL 92 %
LIOUID LIMIT
SAND 7 * STLTAND cLAy
sAMPr_E oF poorly
q6
PLASTICTTY INDEX 9g
graded gravel FRoM Breckenridge
HR,7 H8.
I5 MIN 60 MrN. .t9 MlN.4 MtN-'5o -ro '3(t
CI
=
zu,o(l
c
DIAMETEF OF PARTICLE IN MILLIMETERS
SAND 96 SILT ANO CLAY
b ptlsrtcrrY lNoEx
4 178 93 Chen€Northern.lnc GRADATION TEST RESULTS Flg. 2
/-3- fdAfi rcqa
''''J
R: c-a
wCHEN-NORTHERN, INC.
@ $rLI tXG EI|G {EERS AI0 SCtE}lTlStS
REPORT OF CONSTRUCTION ACTIVTTIES
lo: ffEc Enterprises Jog lro. 4 178 93-3 DATE: l-28-94Attn: ELlsta$rio Cortina
P.o. Bor ll49vait, c0 81658-31{9 0AI LY REXTRT 1(l. 358 SHEET 1 Or I
PROJECT: Liftsidc Euilding East of Yesthaven orive and g*tin Hotet, South Frontage Road tl,ast, Vsit, Colorsdo.
9e HeFe on-oite for,,,b concrete ptacffiit in the fFrning and l|€re asked to ohserve thc lrea that,t
contractor ras exposing to bedrock and r€noviarg 6ris and fines. This area ras being prcpared to
neceive a lcveling course of concrete. The rock grea re observed ras on grid Lin P-6 b€tt.etr| I
srd C tin€. The area ras cteared of loose soils and prepared for the concrete leveti]rg cours€.
lle atso picked r4 a sqle of the inport rnaterill co.rtractor rish€d to use to bocktltt are6 at rrest
crd of structure. This is a very rocky nEteriat rith very fef fines. It ritl probEbty mt be
suitable for testing xith Troxter densi ty flEter.
coPlEs: R.A. lletson & AssociateE, lnc., Attn: l.lr. Rick Agate;
J V A, lnc.; Gretlmey Pratt Schultz;
Torn of vait, Attn: l,lr. oan st6nek;
carotytr Adans
FIELO OESERVER
Brian Sc€nl8n
TPPRO/EO IY
Ar a rnut{.I prot.ctton to ctJcnti. th. publtc and ouri.lv.3, tll r.ports .rc subttr'lttcd 13 th€ confly'.ntlrl piop.rty of our cllcntr. tnd
authorl:.tto; for Dubllcat,ton of itrtcmcnt. Concluslonr or.rtF.ctr iron or rcaardlnE oqi reForta ta r.laryad Pandlng our wrltt.n.ptrov.l'
Srmol.3 wtll b€ di3!o..d of !tt.r t.stlng l. compl.tcd unl.33 oth.r !rr.ngqrcnt3 rr. tgr..d to ln Erltln9.
A incmb.r of ttr 4g srorrn ot cd|prnl.s ticr rP' or'loat 6't
o
CHEN-NORTIIERN, INC.
col$rLT$tc EI|6IIEERS Am sCIEITIST8
REPORT OF BACKFII,L OBSERVATION
F-.T",%/c: t/AR t9g4 r4,t
(le*ffi-g
\rrrrrdZ
TO: ECfi EnterFrises JOB flO. . 4 17r 93-3 DITE: t-2g_9{Attn: EustaquioCortina
P.O. Box 3149Vail, co 81658-5149 DAIty REpoRT [0. 35C SIEET t Of t
PR0JECT: Liftside Bullding East of lJesthaven Dpive s.rd llestin flotet, south Frortag€ Rosd $est, vli1., colorlcto.
ge {ere sch€chrted to Pick 14 and trinsport concFete test cylinders fro this site ard to observe
8nd or P€rfofltr den/r ty testing, r.lrichever Has n€cessary. Duc to inctenent Hesther ard 6 mlssing
pip€ fitting, piPe Hes not placed erd the o'nty fill, ptaced ras tooae fill. up against hydFant to
p.otect it fron freezing.
CoPIES: R.A. llelson & Associstes. lnc., Attn: ilr. nick Agate;
J V A, Inc.i GyathEey Pratt Schuttr; IIom of Vait, Attnr llr. Dan Stanek;
II
I
Csrolyn Adflrs
FIEI.O OSSERVER
Brian Scantan
APPRO'ED 8Y
Ai 3 ntttu.l protactlon to cllcnt3. th. publlc rnd ouri.lver, all r.portr lFc subnltt.d.3 tha conttdcntt.l propcrty ot our- cllantr, rndruthofl zat I on. tor publlcatloh ot rt.tarEnt. Conclu6lons oi.rtFrcta from or r.grr.dlng oqr r.porits {s r.3.r,v.d D.ndln! o$r $rltten aFproyrl,s.mplct xlll bc dllpor.d of tft.r t.sting lt complct.d snl.tt oth.r arrrng.r.ntr arc rgrcod to ln wrltlr|g. -
A mclaber ot thc E!! ErouF of ccmplni.3 ,on r€. cr.t@r 6/il
ffr'%S MAR ree4 Z
R t .;,.r ;8, Ft?,".. ,Jfjdllz n
Yqn***tt.9Qor*ru#
CHEN-NORTHERN, INC.
coflsutltxc EftctrEERS AilD SCIEITISIS
REPORT OF WAIJIJ BACKFILI'
T0: l.lEctltnterprisesAttn: EustsqJi o Cortina
P.O, 8or 3149vait, C! 81658-3149
PRoJECT: Llftside Buitdine East of ltesthay€n Dri\re a.d lrestin
JoB llo. . 4 l7l 9f-3 DATE: 2-l-94
DAILY REPOT' XO. 3?B SI€EI I OF 1
flotet, South Frontag€ Road lJest, Vail, Cotorert .
contractor is ptacing and co0pact i r€ iForted fitL meterial, Hest of Hatt oo Iine 7 ard south of rat l,
tinc R. BackflLt t/"" *" bcen ptaced up to apioxinate etevation 71.0. Contractor hrs atm been
placing sme f i lt rBteriat HeDt of mtl on 4 tine Brd south of Hatt on L line. Approximtety tso
lifts have been ptaced ond cdpacted. This i8 area that rras t$ted ard he.tld to addr6s f.oacrl
msterial about tro r.€eks 496. Adecp€te cdpactive effort is being enptoyed in both areas. Backfi tt
is r+ to approrimate elevation 62.0 in area drece backfiltirg gas just bcg*r.
C@IES3 R.A. lletsm & Associetes, lnc., Attn: l.lr. Rick Agste;
J V A, tnc.i crathmey Pratt Schultz,. I
ToHn of Vall, Atth: ilr. Dan st.nek; II Cerotyn Adafts
I rtElo oBSERVER
Brian Scantatr
APPNOVED 3Y
Ar ! m.rturl prot€ctlon to cllcnts, th. publlc and ourr.lv.a, all r.port! .ra subtrlttcd !r th. confldantl.l prop.rty of ot|t cllantt. and
asthorl2!tlon for psbllcrtlon ot 3t.t.n rt. Conclu3lon3 or crttrct3 fron or F.g.rdJng our r.ports lt ratafi.d pcndlng our tlrlttan altprovll.
SsmF].3 wlll b. dlspo3.d ot.tt.r t.ttlnt lr €oDFlatad rnl.ts oth.r.rr.rg.rints rr. rgr.ed to In rrlttng.
A |nsnbar of the !!! group of co6pania3 .n r- ct*l@a.,rtr
f'T%
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CHEN-NORTHERN, rNC.
co $'LTT[E EXGIXEERS AIID SCIEXTISTS
REPORT OF WALIJ BACKFILLING OPERATIONS
T0: t{Ecfi EnterprisesAttn: EustaquioCortina
P.O. Box 3149v8il, c0 81658-3149
PRoJECT: Liftside Buitdif€ East
J08 llo, .4178 911-i DATE: 2.10-%.
DAILY REPORT IIO. 44A SITEET t OF I
of llesthaven Driv€ ard gestin Hotet, South Frontage nosd gcst, Vait, Cotorado.
Si nce-orr la€tvisit, cot'rtr€cto. had placed 5 to 4, of irFort naterlal in approximatety thre€ tifts.rop of backfitL rest,of eell m 7 Llne is nor r.p to appiorirnate etevation ilf 66.0- contr.ctor hasbeen co,'pscting eitfi track ho€ ard 80.[69 850T vibrating she€pefoot coarpactor, lt Nppear3 thatadeqlate colpactive effort is beinq apptied. contrsctor atao rmved oni trucktoaO of'frozcn on-si te nateria[ .
COPTES: R.A. llelsm & Associrtes, Inc., Attn: ltr.
J V A, lnc.i Grathmey Pratt Schuttz;
Tom of Vait, Attn: r. Dan StarEk,.
Rick Agate;
CaPotyn AdanB
FIELD OBSERVER
Fred R. cemeron
APPROVEO BY
Ai I nutu.l prttrctlon to €llart3. th. prbllc.nd ouFsclva., !ll r.f'Drti !.. sqtrr.n{ttcd !s thc corftdantlal propar'ty ol our cllcnt3, end6uthorilrtlon for publlcltlon of ttrtamcnt. Conclu3{o|tB or axtract3 frorn or ragardlng our r.ports Ir FGs.r.ved Dandlnq our wr{tt.n rpprovrl.Squpl.a wlll b. dlspot.d ot rftcr !..tlng i3 co|npllt.d unlc3a othcr arrangeme;tt ar:. agrrci to In yrrittng.A m€mlcr ol thc HIH lroup of coanptnlas ,fr rn, c*roea !/!l
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CHEN.NORTHERN, INC.
c0]{suLTIilG E|{GI]{EERS At{o SCI EI{TISIS
REPORT OF FIREPROOFING THICKNESS, DENSITY AND BOND STRENGTH
T0: ilECf,l
Attn:
P.0.
Vail,
PROJECT:
Enterpri sesllr. Eustaqulo Cortina
Box 3149c0 81658-3149
Liftside Euilding, Val I
JoB l{0. 4 178 93 3
DAILY REPORT I{0. 44
0AIE: ?-10-51
STEET 2 OF 3
Colorado
I.IATERIAL SPECIFICATIOIIS
I,|A|{UFACTURER Grace ilonocate
COI{TRACTOR Rolllng Plain
80il0 sTREl{CrH (PSF)DEilSITY (PCF)
PR(IJECT COl{DITIOI{S
SUBSTRATE PREPARATIOII5 AI{8 I EI{T TEI,IPERATURE
SAI'IPLE
IIUI'IBER
TEST AR.EA
I.'ET
IJEIGHT
(LBs)
DRY
UE I CHT
(LBS )
I.IO I STURE
(11
DElISITY
(PCF)
a
4
Unlt E-22, colum betreen bedroorn #3 & nastef bed-
noofi
Unit C-22, decking, bedroom #1, east half, 6'
north of south *al I
thit C-22, beam, kitchen, l8' nest of east nall
& 6' south of north uall
Unit C-22, hallway north of naster bedroom, I'
south of north wal I
;AI.IPLE
ruilBER
itIltIilut'l
THICKIIESS
(m)
ltAxil,rrit
THICKI{ISS
(ilr)
AVERAGE
THICKT{ESS
( It{)
DES IGII
THICKI{E5S
{Iil)
BOI{D
SIREII6TH
(PSF)
RTI'IARKS
5
4
I .25
.4375
.9375
.375
I .6875
1. l?5
1.6?5
.6875
I 48
7l
!7
54
I
I 375
375
0
375
PROGRESS REPORT:
COPIES: R. A. l{el son & Asso. - Attn: Rick Aqate
J.V.A., Inc.
${at}npy Pratt Schul tz
Town of Vai I
Carolyn Adams Fred R. Caneron
FIELD OBSERVER APPROVED 8Y
As a nutu.I prot.ctlon to cllent., th. Fubllc rnd oors.lvG3, !ll r.port3 6rG:trbmlttcd .3 th. conffd.ntlai proP.r't.!a o{
clianta, and authorltatlon for p|rbllcat{on of ttatahants. Conclu!loas or artilctt frorn or ragerdlng o{r raportr l3 rc..rv€d
p.ndlng olr rrrlttcn rPProvrl.
A Drrbcr of th. E!! gro{p of cosprnl.B
CHEN-NORTHERN, INC.
COIISULTII{G EIIGI'I€ERS Al{D SCIEIITI ST5
REPORT OF FIREPROOFING THICKNESS, DENSITY AND BOND STRENGTH
T0: l'lECl{ Enterprises JOB t{0. 4 t7B 93 3 OATE: 2-10-94Attn: ilr. Eustaquio Corti na
P.0. Box 3149 DAILY REP0RT flo. 44 SHEET 3 0F 3VaiI, C0 81658-3149
PROJECT: Liftside Building, Vail, Colorado
I{ATERIAL SPECIFIC.ATIO S
IIAIIUFACTWER 6race i{onocate
CoIITRACToR Rolling Plain
BOI{O STRET{GTH ( PSF)oExsITY (PCF)
PROJECT COTOITIOTIS ./
SUESTRATE PREPARATIOIIS AI.I8 I EI{T TEI.IPERATURI
sAfiPtE
ltultEER
TEST AREA
UET
UT ICHT
(tBs )
DRY
I/EIGHT
(tBs )
I.IOISTtnE
(x)
OEI{SITY
(PcF)
5
6
I
Unit C-21, col unn betueen hallway on north and
kl tchen
Unlt C-21, beam, north end bednoom #1., 3' east of
west ral I
Unit C-21, deckl ng nnster bedroon, east half, 4'
north of south wal I
Untt C-?1, bean between hal lway and naster bedroom
2.87 I .81 2t.7
|AI.IPLE
rt r,rBER
t{ I il Il,tutt
IHICKI{ESS
(u{l
ilAXIl,tul,l
THICKIIESS
( Iil]
AVERAGE
THI CKI{E SS
( ltl)
DES I6tI
THICKNESS
( Ill)
B0r{0
SlREilGTH
(PSF)
REI,IARKS
5
6
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1.125
.9375
.375
.875
1.75
1.625
.6875
1.625
I.s2
1,24
.5J
1;31?5
I
I
375
0
J/J
0I
FRO€RESS REPORT:
COPIES; R. A. llel son & Asso. - Attn: Rick Aoate
J.V.A., Inc.
Gwattmey Pratt Schul tz
Tom of Vai I
Carolyn Adams Fred R. Caneron
FIELD OBSERVER APPROVED BY
As .dutual protactlon to cll.nt3, thG Fubllc lnd ourselvca, .ll rcport3 !F. ssbrltt.d !r the .o6fld.rtlrl piop.r.ty ot
cllrntt! lnd ruthorlE.tlor for publlcation of rtrtam.nts, Co.clutlon3 oi.xtr.ctr fron or rcgsrdlng orr r.po.ts {t r.t.rv.dp.ndlng out wrltten .pprov.l.
A |t| mb.r of th. HIH group ot .onp.nl.3
ff"'-'b
F-- r',.Hn rsea 43 $l\Al1 ',. , 4
3t *'it..';:;1..12^ *:
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CIIEN-NORTHERN, INC.
cotsulTllc txcn{EERs Alto sctEltTtsTs
REPORT OT' CONSTRUCTION ACTIVITIES
T0: lfEC|{ Enterprises J0! tio- . 4 1TB 9S-3 DAIEz Z-1l-gLAttn: Eustaqlio Cortina
P.O. Box 3149vsit, c0 81658-3t49 D tty REpoRT [o. 45 sltEET 1 of 1
PRoJEGT: LlftsidQ Bui tding eaet of lresthsven Drive ard gestin totet, south frontage io6d uest. v6il, cotorado.
After testing ctrtcrete, ie Here asked to obeerve an afea of bedrock betBeen tineg 19.5 ard 20.5 forrhich a leveli4g cowse of coriciete ras schcdrrled. Area ras ercavated to frsctured bedrock ardfines ard other detfis rere being rerpved.
Contractor has b€gun excavating area directly rest of xolt on 9 tine for retaining ffiI.t. This mu
xas des igned by B,eid Engirpering and eill b€ constnrted by tnte.locking of Denver.
COPIES: R.A. iletson & Associates, lnc.,Attn: llr. Rick Agate;
J .V.4. , lnc-..
GHathmy Pratt SchuL tz;Carol.yn Adal|s fred Ca|IEron
Ai ! nut!.I protsctlon to cll.rta, tha publJc .nd ours.lv€3, ell r.ports rr. 3qbftltt.d .i tha confldantlal Frop.rty of our cll.nt3r lndluthoFlzatlon_ for _Publlcatl-on ot 3trt€h.nt. Conclu3lont or artracta trottr or raglt.dlng our rapoFts l3 reilrved pendlng our,ilttcn approvll.56npl.3 $|lll b. dltpoi.d ot aft.r t.3tlng ir compl.t.d unlca3 oth.r crrangemeintl cic rgr..i to tn wFtttng. -
A tn.|||blF of th. !J! group of conprnl€c E. crEsr ./'r
*
CHAN-NORTIIERN, INC.
@t{sutTI[G E[cmEtRs AND sc!EITtsTs
OBSERVAUON OT WAIL BACKFILL
l0: l4Ecll Enterpris$ Jo8 [o. . 4 178 93-3 DAIE: 2.14-94Attn: Eustaquio Cortina
P.0. Bo,( 3149vsit, co 81658-3149 DAtty REPoRT lto. 46 SIEET I Of t
PRoJECT: Llftside Buitding east of tlesthaven Drive ard gestin llot.t, south Fro.rtage Ro€d llest, v6it, colorado.
lle afrived on sito to obeerve the backfitt operation lrest of Hat[ on 7line and south of Hatt mll [ine. contractoa ras finishing placing n teriat and in fot]oring hour coflpacted area rith both
trackhoe and Baneg Sheep6foot comactor. lt appeared that ad€quste cq|pact ive effort Has apptfed-
corpacted backfitt in this area had bcen brought qp to approxinote etevation of 68-0.
llo concrete ras being pl.aced tod.y. Fi reproofing inspection is Bcheduted foP 2-15-94.
COPIES: R.A, l.letson & Associates, lnc.,
Attn: r. Riek Agate;
J.V.A., lnc.;
oHathney Pratt Schultzi Carotyn Ad E Fred Ca|mrofi
45. mutuel protcctlon to cll.nt3' th. publlc rnd ourlclvat, .ll rcpot-t. rr. iubnltt.d i3 th. conlldentlrl lrop€rty of otr'. cll.tta, {nd
arthoriartloh fof publlcatlon of 3tatrn nt. Co^clrrclons or axtrrct3 from or r.glrdlng our t.port3 l3 r.srrvcd p.ndlng our rrlttcn approval.
Srmpl€B '.lll b. diBpos.d of rft.r tertlng lE conpl.t.d unl.ra other rrr.|rgrnenti arc agrrcd to lr rrrittng.
A n mbar of the !ll! group of companl.s m$r |o, .r.rna.rnr
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CHEN-NORTIIERN, INC.
co0tsulT lltc EIGIX€EnS $D SCIEITISTS
REPORT OF STRUCTURAT SIEEL
TO: llEcl| EnterprisesAttn: Eusta.trioCottl'ra
P.0. 8or 3149
Vait, q} 81558-3149
PROJECT: tiftside Building c.st ot Uesthawn Drive and
J08 llo. ,4 178 9J-3 DATE: 2-15-9{
DAIIY REPORT IIO. 47 SIIEET 1 Of I
U6tin {oteL, So0th Frontag€ Road H6t, V.it, Color8do,
The bolt ard s€l'ds nere viei.ral ty oherved on th€ 5th ftoor tevet, 8,0'0$/85,jr b€tp€en g.id Lines,d''O & .7.'22 excl'udilc the sres betrcen L-s anC 13-19. At I of the boLts ard retds J.re fou.daccePtsbl e excePt o.€ shesr tsb to the erS€d ptete st S-15. The tab ras mty r,etded ofi one aide.One beq m 10.5 Llne betrc€n O end e hsd one tott rnissing in each erd.
The fltlet retds sr the coltnt to colum cornecti ons b.trcen the 4th 8rd 5th fl.oor. lrdt gfid tine8-22 ard AA-O TGre visuatty ohcerved and xere fourd to b€ acceptable.
PR0GRESS REPoRI Bob Hith the erection cres fl€s infonned of firy obeervation.
coPtEs:
R,A- tlelson & Asso.. lnc- - Attn:
J.V,A., Inc.
Gx6th0ey Pratt Schultz
Toun of ValL - Attn: oan Stsriek
Rick Agate
Darrea l lluos
FIELD O8SERVER
Faed Carnefm
APPROVEO BY
As I |nttucl pr'otcctlon to cll.tttrr th. publtc.nd ouri.lv..i .ll rGport3 !r. islrrttt.d !r tha conftd.ntlrt proFarty of oui cll.nti, .nd!|rthorltrtloh fot' pttbl l crt lon ot 3tataicnt. Conclralont or.rtr.cti frofi oi r.grrdlDg oqr. raport3 t3 r.r.rved pendlng our l.rltt.[ rpprovrl.Stntpl.s rlll bc dl3po..d ot.ftcr taatlng lr codplat.d unl.i3 oth.r arrangan-ntr ai. rgroci to In wrtttng. -
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CHEN-NORTHERN, INC.
c0lrsu[Tlt{6 EltGr{EERS AilD SCIEilTISTS
REPORT OF FIREPROOFING THICKNESS, DENSITY AND BOND STRENGTH
T0: t{ECil Enterprises JOB t{0. 4 l7g 93 3 0ATE: A-1S,91Attn: l,lr. Eustaquio Corti na
P.0. Box 3149 DAILY REP0RT lto. 47A SHEET Z 0F ?Vail, C0 81658-3149
PR0JECT: Liftside Building, Vail, Colorado
I,IATER IAL SPECIFICATIOI{S
I,IAIIUFACTURER Grace llonocate
C0IITRACT0R Roll l ng PIain
80il0 STRENGTH ( PSF)DEI.|SITY (PCF)
PR0JECT C0I{DITIO]{S not odserved
SUBSTRATE PREPARATIO}IS Al,lE IEtlT TEIIP€RATURE
5AI'IPLE
NI'I,IBER
IEST AREA
IJET
YEIGHT
(LBS )
DRY
I{EI6HT
(LBs)
HOISTURE
(r)OEIISITY
(PCF)
I
?
3
Unit C-3?, decking in bath, north of bedroorn #3
untt C-32, col um southnest corner of bedrom #l
Unit C-32, bean betreen living roon and bedroorn
#1, l0' north of south f,all 2.63 1.49 f7 l4 .8
iAI'IPLE
rutlEER
l,lIttIlll.ll.l
THICKIIESS
(fi{)
nAIlt{lJl.l
THICKIIESS
( Il{)
AUERACE
THICK''|E5S
(Iil)
DESTGII
THICKIIESS
(n{)
BOl{D
STREl{GTH
(PsF)
R[!.IARKS
I
2
J
.43
1.12
.94
.75
z.3l
t.62
.62
I .49
1.21
.37
1.37
I .00
PROGRESS REPORT:
C0PIES: R. A. l{el son & Asso. - Attn: Rick Agate
J.V.A., Inc.
Gwathley Pratt Schul tz
Tovrn of vai I
Carolyn Adanrs Fred R. Canreron
FIELD OBSERVER APPROVED BY
As r ttnri'trrl piotactlor to cll.nt!, tha publtc rnd ouF*.lv.3, rlI raport3 rrc aubmltted .s thc confld.ntlrl pro?.rty ofcllantr, rrd ruthorl2rtlon tor psbllcrtlon of 3tat.fi.rt3. Conclurions or artrectt from or ragrrdlng o(,|r rapoatr l3 raaarvadpandlng our Hritten approv.l,
A m.trb.r of th. !!! group of comprnlrs
CHEN.NORTHERN, INC.
COIISULT IIIG EIGIIIEERS AXO SCIEIITISTS
RAPORT OF STRUCTURAL STEEL
l0: iEcfi Ent€rpris€s JOB lto, 4 178 qt-3 DAIE: 2_16-94Attn: Eustquio Cortlna
P.0. Box 5149vait, c0 81658-3149 DAM R€poRT [o. 48 SltEEl I of I
PRoJEcl: tiftside Bui lding elst of llesthav€ Drive ond lle$tin Hotel,, south Ffontage Road gest, vait, cotorado.
The setds Here vistlajty observed on the bedtE ard col,urns in Lot 7t at Zin*ors FabricEtion plant.
The rclds *ere for"rd to b. accepteble ard cmfonred to the shop drauings.
This,conctudes oU| shop i.6pection. Att of the ndrbers ha\/e been visuatty obrerved snd E|rberc that
Pequi red non-destructive testing Here ultrseonie or nagnetic pqrticl.e tested. Alt rejected rcldsrere Fepai rcd and reinsP€cted
PRoGRESS REPORT Bob sith the erection crer ras infonned of nry observation.
@PIES:
n.A. ]{etson & Asso., Inc, - Attn:J.Y-4.. lnc.
Gl|3thlEy Pratt sehultz
Tom of Vail - Attn: Dan Staftek
Rick Agate
Darrel t Huss
FIELD $STRVER
Fred Camrorl
APPROVED BY
43. ruturl ptotestlon t. cIl.nt3, th. publlc and o{r3.lve3. all r.portr rpc aubftltt€d 13 tha corfldcnti.l proFcity of oti cll..t3, .nd.uthorlzrtlon-tor-_publlcrtlor of lt.tqnant, Concl{3loni or.Ftrrcte fro||! or reg.rdtng aur r.ports lB r.lcrvad pandlng our ylrltttt|.tprovaI.salopl.r |'lll- bc dl3po3.d of ._fter taat{hg 13 comol.tcd unl.s. oth.r aerangcrmintr aic agrecd to ln *rttlr|g. -
A D€drcr of th. 4!! group of coitpanl.B ,mr |I. c|*rd^ 6/,r
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I
CHEN.NORTHERN, INC.
COTISULTIIIG EIIGITIEERS AIIO SCIET{TISTS
REPORT OF FIREPROOFING THICKNESS, DENSITY AND BOND STRENGTH
T0: l,lEcll [nterprlses JoB 0. 4 l7B 93 3 DATE: ?-16-9tAttn: llr. Eustaquio Corti na
P.0. Box 3149 OAIIY REP0RT lt0. 4SA SHEET 2 0F 3Vall, C0 81658-3149
PR0JECT: Llftside Building, Vail, Colorado
I.IATERIAL SPECIFICATIOI{S
I,IAI{UFACTURER Grace ilonocate
C0iIIRACT0R Rolling P lain
Bor{D sTRtl{GTH (PSF)DElrslTY (PCF)
PRoJFCI C0llDITIol{S not observed
SUBSTRATE PREPARATIOI{S AI,IBITTT TEI.IPERATURE
SAI'IPLE
iltf,rBER
T€ST ARIA
UET
UEIGT{T
{LBS)
DRY
UETGHT
(rBs)
r{0tsnnE
(r)
DEIISITY
(PCF)
I
2
4
Unit C-31, colunns southwest corner of master
bedrod|l
Unit C-3I, beam betxeen bedroons 1 and 3, 14.5' of
northHest sal I
Unlt C-31, kitchen, l0' south of north wall
Unlt C-42, col urrr between llving roun & bedroon #3
Untt C-42, bean over master bath, l?.5' of north
xal I
iAI{PLE
IUHEER
l.tI l ll,tutl
THICKIIESS
( Il{)
l,tAx I l,tull
THT CKI{ESS
( Ir)
AVERAGE
TH I CKI{ESS
(Ifi)
DESIOI{
IHICKIIESS
{n{)
B0 0
STREII6TH
( PsF)
RE}IARKS
I
2
4
(
1 .06
.94
.44
t.19
.88
2.15
1.63
1.0
1.88
1 .8S
1.59
I tq
.61
1.49
7 .?4
L .37
I .00
.38
I .38
I .00
PROERESS REPORT:
CoPIES: R. A. llelson & Asso. - Attn: Rick Agate
J.V.A., Inc.
Gvrathfley Pratt Schul tz. Town of Vai I
Carolyn Adams Fred R. Cameron
FIETD OBSERVER APPROVED 8Y
Ai ! mut{rl prot.ct{o6 to cllcnti, th. puhllc .nd ourrelv.t, .ll r.portr rra rubo{tt.d .. thc confld$tful piop.rty ot
cllants, and authorlaat{on for Fqbllcatlon ot rtatafiant3. Cohclut lon3 ol. artracts froh or rcg.rdlng o|ra rnaPoita l: rrirFvad
p€ndlng our wrlttan .ppnovrl.
A {imb.r of th. EI! group of c.{rp.nl.t
CHEN.NORTHERN, INC.
c0ilsulT!ilG El{GiltEERs Ailo SCIEXTISTS
REPORT OF FIREPROOFING THICKNESS, DENSITY AND BOND STRENGTH
T0: HECII Enterprises JOB l{0. 4 t78 93 3 DATE: 2-16-94Attn: llr. Eustaquio Corti na
P.0. 8ox 3149 DAILY REPoRT ll0. 48A SHEET 3 0F 3
Vai l, C0 81658-3149
PROJECT: Liftside Building, Vail, Colorado
I.IATERIAL SPECIFICATIOIIS
I,IAI{UFACTURER Grace ibnocate
COIITRACTOR RolllnsPlain
80110 STREI{GTH (PSF)DEIISITY (PCF)
PROJECT COI{DITIOI{S
SUSSTRATE PREPARATIOIiIS AI'IBIEIIT TEI,IPTRATURE
SAI{PLE
t{u.{BER
TESI AREA
I'ET
I'EI6HT
(LBS)
ORY
UE I6HT
(LBs)
I.IOISTURE
(r',,
DEIIS I IT
(PcF)
6 Unit C-4?, decking, hallway, west of naster
bedrom, 20' south of north wall
iAI,IPLE
ITJIIBER
Hl fl Ittu'l
TH T CKIIE SS
(il{)
AXII.tU'l
TH I CKIIESS
( Iil)
AVERAGE
THICKIIESS
( Ir{)
DES IGII
THICKIIESS
( Ial)
BOIID
STREI{6TH
(PsF)
REI,IARKS
6 4-38 .69 .5b .38
PROGRESS REPORT:
C0PIES: R. A. l{elson & Asso. - Attn: Rick Agate
J.V.A., lnc.
&ratll|Ey Pratt Schu ltz
Town of Vai I
Carolyn Adans Fred R. Cameron
FIELD OBSERVER APPROVED BY
As. mutu.l prot.ctlon to cll.ntr, th. Publlc.nd ourlalv.r. rll rc!'ot t1 .r.. rubtr|ltted .s th. contldcntlil Fropcrty ofcll.nt5. .nd authorlr.t{on for' prbllcatlon ot 3t.tftl.ntr. Conclu3lohr or.ltr.ctr fl.om or r.glrdlng osr. faport3 li r.5.rv.dP.ndlng our xrlttan apFiov.l.
A |l|rtr|b.F ot th. M grolp of cotttprnl.i
ffi;"#
CHEN-NORTHERN,
COIISULT I IIG ETGITEERS AIID
REPORT OF BACKFILT
INC.
sctEIIt slg
OBSARVATION
T0: l,l€cr't Enterprises JoB Io. . 4 l7g 93-3 DATE: 2-16-94Attn: Ewtaqrio Cortina
F.o. Box 3149
Vait, o0 81658-3149 DArLy REPonI ilo. 488 Slt€Er I OF 1
PRoJEGT: Liftside Bui tding e6st of gesthrven Drive snd tl€stin llotet, south Frontage Road trest, Vail, Cotorado.
Contfactor ras ptacirg and co0pacting itlported fitt nateriat in 6rea Hest of 4 tine and south of
L Line. ltost of tK area has been backfi l,tcd to an opproximate etevatim of 6,6.0.
Becsuse of the rocky nature of ll8terial. m nElear densi ty te3t6 xare cond.cted.
Contractor ras placing fill inl l foot tifts. cdltractor ras corpacting soile after placenent
using tract excayator ard Bo ag she€psfoot cotFactoF.
coPIES: R.A. tletion & Associstes, tnc.,
Attn: tlr. Rick Agote;
J.V.A., lnc.;
cHathrEy Pratt schut tzi c€rolyn Malrs
F IEI,.D OtsSERVER
Brian Scantan
APPROVED 8Y
Ar r nutull prot.ctlo|r to cIl.ntt, tha public rnd our3.lv.3, .ll r€p.rt3 lre subllltted .r th. contld.ntlrl ProPcrty ot our clt.6ttr .nd
authorleatfon tor publlcrtlor of rt.tdEnt. Concl!alonr or cxtiact3 lron or rrgrrdlng o!F raportr Ir iaiarv.d pandlnt our rrlttan approvrl.
Srmple3 wlll b. dl3po3.d ol .ft.r i.stlng lr compl atad unlr63 oth.r.rr.ngdn ntg.r€.grr.d to ln *rltll|g,
A maibci of the E!! gr'olp of co|np.nlat tm ro. cr€r*n 6/rt
CHEN-NORTHERN,
c!||sut_T I lrc Excm€ERs Aro
REPORT OF BACKFILL
INC.
sctEltTIsTs
OBSERVATION
TO: l{€Cfi Enterprises JOB ltO. 4 iZ8 93-5 DATE: Z-ZZ-94Attn: Eustaqulo Cortina
P.O- Box 3149Vrit, c0 8'1658-5149 DAtty REPORT lto. 50A sftEET t oF I
PRoJECT: Liftside Buitding E.st of uesthaven Drive ard gestin lotet, south Frontage Road lrest, v.it, col.o|ado.
Since our last site visit, contractor has ptaced bsckfitt material up to grade, rest of 7 tine and
south of vslt on R tjne. This area is to be a staying grea ard Hitt be r.mrked prior to becaningdriveiay and adjacaft tandscaped areas. tForted b;kf itL materiat had been ptatea ard corryactelrith visual inspections,
Pipe beddi ng for drain Piping south of rall on L tine and rrest of 4 llne ras placed today viaconcrlte conveyor truck. fill is being stoped to th€ north raiting for concrete structure to beptaced at R t ine-
J V A, lnc.i Grathmey Pratt schultz; Ilom of Vait, Attn: llr. Dsn Staneki I
I csrotyn Ada[6 Fred R. Cad|eron
I FIELD OBSERVER APPRWED BY
43. imtttal Frotactlon to cll.nt6' thG publlc and ourralvaa, rll r.aports .rc iqb'|lttcd !r th. confldlrtl.l prop.r.ty ot o{r cll.nt3, .rd
authorl4tlon lor publlcatlon of 3tatcmcnt. Concl\rslons or artrlctt fta,m or icgarding our rcport3 Ir r.errv.d p.ndlng our ||rlttcn ipFrovil.
SairFlG3 Hill b. dlsporcd of.lt.r t.ltlng l3 co Flctad unl.ii oth.r arrangernont* laa rgrccd to in writlrg,
A ora b.r ol th. gI! group oi conplni.3 rfr. ro. dr€roz ./!r
* g.ti' ;.a PR/ti?(.-. r-;f, .i,
$* encumciur.c. -7\qc,. /
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i
CHEN-NORTHERN, INC.
cot{sutTIilG ft{6lI{EERS At{o SCIEITtSTS
REPORT OF FIREPROOFING THICKNESS, DENSITY AND BOND STRENGTH
T0: llEcll Enterpri sesAttn: Hr. Eustaquio Corti naP.0. Box 3149VaiI, C0 81658-3149
PROJECT: Liftside Building, Vail, Colorado
JoB t{0. 4 178 93
DAILY REPORI IIO,49
OATE: 2-18-94
SHEET 2 OF ?
IIATERIAL SPECIFICATIOITS
IIA?IUFACTURER 6race llonocate
CorInACT0R Rol I ing Plain
80r{0 STREflGTH (PSF)DEilSITY (PCF)
PROJECT COI{DITIOIIS
SUBSIRATEPREPARAII0flS notobserved AI.I8 IETT TEI,IPERATURE
SAI.IPL E
r{u,t8ER
TEST AREA
I.'ET
VEIGHI
(LBs l
ORY
IIEIGHT
(LBs )
},IO I STURE DEI{SITY
(PCF)
I
?
J
Unit C-41, rniddle colunrn of east wallin livino
room
Unit C-4!, beanr betHeen bedrocns I & 3, tZ' northof south wal I
Unit C-41, decklng east half of rnaster bedroon,l0' north of south wall
3. 76 t.74 15. 4
iAHPLE
IUI'IBER
l,t fi{ ,tu}l
IHICKI{ESS
(lr{)
t{Ax I Ht }l
THICKNESS
( lrl)
AVERAGE
IHICKI{ESS
( ili)
DESI6iI
THICKITESS
( IN)
BOIID
STRTTIGTII
( PsF)
RE}.IARKS
I
z.
?
1.0
I -UO
.44
I .63
1.38
,tJ
1.36
r.lo
.61
1.38
1.0
.38
PR0GRESS REP0RT: Inrulation contractor was advised of insulation test results-
COPIES: R. A. l{el son & Asso.J.V.A., Inc.
Gyathfley Pratt Schul tz
Town qf Vai'l
- Attn: Rick Agate
Carolyn Adams Fred R. Caneron
FITID OBSTRVER APPROVEO 8Y
At. mqtu.l Pfotaction to cll.nts, th. prbllc .nd our:cly.s, .ll rlports 6r..3ub |tti.d.i' thc contldcntl.l prop.rty ofcllcnt3. and ruthorlr.tlo. for publl€rtlon of 3tltcr.ntr. conclusions or artracts fao6 or rcg.ratinE osr raFort3 l5 raaarvadp.ndlng our wrlttcn .pprov.l.
A rostbar of thc HIH groop of comp.olc3
s.E
PF63
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a, clt
E...ctoeg gi€Ff q, EiFEo
&Pora
EL
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, 'r:
CHEN-NORTHERN, INC.
COIISULTIIIG EIIGII{EERs AIID SCI T'{TISTS
REPORT OF FIREPROOFING THTCKNESS, DENSITY AND BOND STRENGTH
T0: tlECtl Enterprises JOB ilO. 4 l7B 93 3 OATE: 2-ZZ-94Attn: l,lr. €ustaquio Cortina
P.0. Box 3149 oAlty REP0RT [0. S0 SH€ET 2 0F ?Vall, C0 81658-3149
PROJECT: Llftside Building, Uail, Colorado
I.IATER IAL SPECTFICATIOI{S
I,IAIIUFACTURER Grace l'lonocate
COIITRACTOR
BOI{D
Rolling Plain
STREI{GTH (PSF)DEHSITY (PCF)
PROJECT COIIDITIO}IS
SUBSTRATE PREPARATTOI{S AI,IBIEIIT TEI'IPERATIJRE
SAI4PLE
l{uirEER
TEST AREA
},EI
UI IGHT
(tBs)
DRY
UE IGHT
(LBs)
H0t sTuRt
(r)
OEilSITY
(PcF)
I
2
3
4
Unit 8-21, col unn, north end of niddle bedroun, l8'
east of west $al I
Unit B-21, beam 14' north of south wall and 14'
east of west ral I
Unit B-21, decking approx. centerl i ne of unit,3' south of nonth Hall
Unlt B-21, beam, 35' north of south rall and 7'
east of r.est 'ral I
3.45 1.83 15.6
;AI.IPLE
IUI.IBER
illltIilt fl
THICKI{ESS
( I1{)
ilAXil{UH
THICKilESS
( rr{)
AVERA6E
THICKIIEsS
(lt{)
DES IGII
THICKIIESS
(ilr)
B0l{0
STREI{GTH
(PSF)
REIiIARKS
z
3
4
1.25
1.13
.31
.88
1.63
1.88
.63
?.0
I .46
I .41
.44
l. 18
|.38
1.00
.38
1.0
Contractor was /vised of thickness./
Contractor was advised of thickne8s.
PROGR€5S REPORT:
C0PIES: R. A. l{elson & Asso, - Attn: Rick AEate
J.V.A., Inc.
Bdattmey Pratt Schul tz
Tom of Vai I
Carolyn Adams Fred R. Caneron
FIELD OBSERVFR APPROVED BY
As. nuturl protaetlon to cllantl, tho p[bllc.nd orraclv.r. all rcporta ara iub|nltted e! th. cortldcntirl prop.rty of
cli.nts, lnd ar.thoriz.tlon tor publlcatlon of 3t.t.n.rt.. Conclu3lons or extrrctr trom or iagrrdlng our raporta lt ra3arvadp€ndlng our xEltt.n .pprov.l.
A n|.n$.i ot th. !!! gror.p ot cornplni.3
CHEN.NORTHERN, INC.
COIIsULTI l{G EIIGIIIEERS AIIO SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER DA
il",.%
$N* test e
A idffi..sS.,ry
TO:llECil Enterpri ses
Attn: Eustaquio Cortl na
P.0. Box 3149Vatl, C0 81658-3149
JOB l{0. 4 178 93-3 OATE: 2-4-94
SHTET 1 OF T
PR0JECT: Liftside 8uilding, east of l{esthaven Orlve and }lestln Hotel , South Frontage Road lJest, yail, Colo.
PLACEI.IEilT LGATIOil:Slab for thit 8-??.
EAICH TICKET Il{F0Rl.lATl0l{ SUppLItR: Uestern ilobit€
iRiicK i{0. i6i TICKET n0. 01i142 nIX 0ES:6li ti0. 44
Tll{E BATCHED: 9:53 TIHE MRIVED: - TI!.|E PLACED: - CU.YD.L0A0/ACCUI|: ltlttl}!
FIELO TESTIIIG I]{FORl.tATlOll Si}IPLE TEI{P: 5s'F AIR TEI{P: Z5'F
TIl,lE TEST TAKtll: 10:48 SLtf,lP: 6.5 Il{. AIR C0llTEl{T:6.1 g tET UIIIT YEI6HT: 135.6
J08 SPICIFICATI0IIS: SLUIIP: 4 ll{. AIR C0llTEt{T: 3 I IATER A00E0 AT SITE 0 cAL.
CYL I I{DER I IIFOR}IAT IOI{
N0. 0F CYLIIIDERS: 7 CYLIiI0ER SIZE: 6"x 12" TII|E CYLIIDERS CAST: 10:58 l,lHERt CAST: On-Site
CURIilG II{FORIIAT I OII
Il{ITIAL CURE: 72 hours
DATE RECEIVED AT LA8:
0n-5i te
2-7 -94
FIELD STORAGT FAC IL T TI ES:
BY: Il. J.
heated trai ler
l{M/ilAX
A6E
DAYS
DATE
TESTED
TOTAL LOAD
(r8s)
D IAI'ETER
( $rchEs )
AREA
(sQ rx)
COHP. STR.
(Ps i )
TYPE OF
FRACTME
CYLIIIOER
YE IGHT
tLBsl
CYLIIII}ER
U!I[T UEIGTIT
(PcF)
7FC
28
z8
?8H
z8H
?-11-94
2-I l-94
2-11-94
3-4-94
3-4-94
3-4-94.
3-4-94
72,500
83,500
87,500
l?4,500
l2t ,500
108,500
124.000
5.99
6.07
5.98
6.09
6.08
5.99
5.99
28.18
28.94
28. 09
29.13
?9.03
28. l8
28.18
2570
2890
3120
4?70
4180
3850
4400
shear
shear
shea r
con/shear
con/sher
shear
shear
l)ESI6II STREI{GTH 4OOO PSI @ 28 OAYS
TESTS BY LABORATORY PERSOI{IIEL ARE III ACCOROAI{CE V]TH APPLiCABLE ASTI.I I.IETHODS UI{LESS OIHERIJIS€ ]IOTED
SOI4E I I{FORI,IATIOII OF TEST REPORT I,IAY 8E PROVIDED BY OTHERS
REI{ARKS:Sanpl e taken from truck discharge.
CoPIE5: R.A. llelson & Associates, Inc
Tonn of Vail; lrf,estern l'lobile;
J V A, Inc.; &rattmey Pratt Schultz Carolyn Adams Eobby J. Hays
FIELD OBSERVER APPROVTO 8Y
cl l.rtr, .ndpandlng our'ln |irltlng.
A rat|lbar of
prot.ctlo. to cll.nt5. thc publlc
authorlzrtlon for publ l€rtlon ot|riitt.h .ppr-ovll. Samn'|.3 rlll be
th. !!! group of conpanl.s
rnd o|lr3elv.., .ll r.por.tE
3tataiant3. Conc luilohs or
dl3posad of aftcr t.tt I ng
.r.. submltt.d .r tb. confldlantl.l ptopcrty of
.ltract3 fronl or ragaid{nt o||r rapot'tt 13 rccarvad
13 conFletaal gnlaat othat rFr'anganant3 rtrcad io
Fofln o. CflE113A 6/91
g-ffi.$
fuSwoCHEN-NORTHERN, INC.
colrsuLTl116 EnGiltEERs Ailo sclEltTIsTs
REPORT OF CONCRETE TEST CYLINDER DATA
T0: tlEcl4 Enterprlees JoB 1{0. 4 178 93-3 0ATE: 2-8-94Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F I
Val l, C0 81658-3149
PR0JECT: Liftside Euilding, east of lJesthaven Drive and llestl n Hotel, South Frontage Road l{est, Vail, Colo.
PLACEIIEIIT LOCATIOII :Floor slab, Uni t B-21
BATCH TICKIT tflF0RMTI0l{ SUPPLIER: tlestem llobile
TRUCK 1{0. 114 TICKET 1{0. 0l lZ13 itIX 0E5I6!t ll0. 44
TIIfE BATCHEO: 10:00 TIIIE ARRIVED: 10:27 TIHE PLACEO: 10:30 CU.Y0.L0AD/ACCU}i: 21128
FIELD TESTIT{G ItlF0RilAIIOll SAIIPLE TEiIP: 65'F AIR TE}IP: T
TlllE TEST TAKEfl: 10:37 SLISIP: 7 lll. AIR C0IITENT: 4.7X llET UI{IT UEI6HT:
J08 SPECIFICATI0IIS: SLul,lP: 4 lll. AIR COI{TEIT: 3.0X LATER ADDE0 AT SITE 6AL.
cYLtu0ER. InFoRttAT10t{
ll0. 0F CYLII{DERS: 7 CYtl}lOER SIZE: 6"1 12" TIIIE CYLII{DERS CAST: 10:48 IIHERE CAST: 0n-Site
CURII|G IllFoRf,UTIoil heated area adjacent to
II{ITIAL CURE: 48 hours 0n-Site FIELD SToRAGE FACILITIES: poured slab
OATE RECEIVED AI LA8: 2-T(l-94 BY: FP & }IJ I.,III{/}IAX
AGE
DAYS
DATE
TESTED
TOTAL LOAD
(LBs)
DIAI.IETER
( Ir{cHES )
AREA
(sq rill
cot'rP. sTR.
(Psl)
IYPE OF
FRACTURE
CYLIIIOER
UEICHT
(LBS}
CYLIIIDER
UIIIT t/EIGHT
(PcF)
7FC
28
28
28H
26H
2-15-94
2-15-91
2-15-94
3-8-94
3-8-94
3-8-94
3-8-94
97,500
90,500
90,500
126,000
123,000
131 ,500
133,500
6.00
6.03
6.09
5.99
5.99
6.08
6.09
28.27
28.56
29. 13
28.18
28.18
29.03
29. 13
3450
3170
3110
44?0
4360
4530
4580
col umnar
con/spl i t
shea r
shear
shear
shear
con/shear
DESIGI{ STRE]{GTH 4OO()PSI € 28 OAIS
,TESTS BT LABORATORY PERSOIII{€L ARE IT ACCORDAIICE VITH APPLICABLE ASTI,,I HETHODS UNLESS OTHERI'ISE I{OTEO
SO}IE IflFORTIAIIOI{ OF TEST REPORT TIAY BE PROVIOED BY OIHERS
REI.IARKS:
CoPIES: R.A. llelson & Associates, Inc.;
Town of Vail; Uestern llobile;
J v A, Inc.; Guathney Pratt Schultz;Billy Barbour Bobby J. Hays
FIELO OBSERVER APPROVED BY
Ar. muturl protoctton to cll.ntt, th. publlc rn.l our3.lv.r, rll i.poit3 rr. 3ubnlttcd a3 th. co.tldie|ttl.l trop$ty ct
cllent3. and a{thorlz.tlon fo|. FUbllcltton of 3trtdrcnt3. Concluilon3 or crtract3 from or rcg!rdlng osr raporta lt faaarvtd
pcndtng our ||rlttcr .pprovrl. Sroplc3 nlll b. dl3poB.d of lttcr t.rtlng l3 conplctcd {nl€83 othcr rrr.ng.tnant. agrc..l to
ln Lrl tlng.
A mdrber ;t thr !!! grorp of comprnic3 Form No. CfiEll3A 6/91
I
CHEN.NORTHERN, INC.
COIISULTII{G EI{GIIIEERS ATID SCIEIITTSTS
REPORT OF CONCRETE TEST CYLINDER DATA
ffi,{hg otalr.irirY ;l
,<^ FRIITSCH|trTZ :::,
\+.T@'1;7
SEr**e,
T0: llECil Enterprises JOB l{0. 4 178 93-3 OATE: 2-l&94Attn: gustaquio Cortl na
P,0. 8ox 3149 SHEET I 0F rVall, C0 81650-3149
PROJECT: Llftside Euilding, east of ldesthaven Drive and llestl n Hotel , South Frontage Road Uest, Yail, Colo.
PLACEI'IEI{T L0CATI01{: Slab in Unlt C-31
BATCH TICKET lllF0RHATI0l{ SUPPLIER: lrestern flobi le
TRUCK ilo. 100 TICKET X0. 0t 1230 IX DESIGi| ?{0. {4
TI|{E BATCHED: 9:ll TIl,lE ARRIVED: 9:30 TIIIE PLACED: 9:43 CU.YD.L0ADIACCU{: TlLllza
FIELO TESTIT{G IilFORI'IATIOII SA}IPLE TEI'IP: T AIR TEIIP: T
TIl,lE IEST TAKEII: 9:50 SLul,lP: 4 3/4 lll. AIR CO[{TEI{T: 6.31 UET ulllT llEI6}lT:
J08 SPECIFICATI0IIS: SlUl,lP: 4 lfl, AIR COl{TEllT: 3 X UATER A0DED AT SITE GAL.
CYL I IIDER I I{FORI.IAT IOII
tl0. 0F CYLIII0ERS: 7 CYLIT{DER SIZE: 6"x 12" TIl,lE CYLII{DERS C S'I: 10:00 Y}IERE CAST: 0n-Site
cuRI1{6 IilFoRltATIotl
IIIITIAL CURE: 2r[ hours 0n-Site
DATE RECEIVED AT l-AB: 2-ll-94
FIELD STORAGE FACILITIES: In heated trailer - FC
8Y: C.A. HIIUIIAX
AGE
DAYS
DATE
TESTED
TOTAL LOAD
(LBs,
DIAI.IEIER
( I[CHES)
AREA
(sq lil)
coflP. sTR.
( Psr )
TYPE OF
FRACTURE
CYLI'IDER
TIEIGHT
(LBs)
CYLIT{DER
UIIIT UEIGHI
(Pcr)
7
7FC
28
28
28H
28H
2-t7 -9+
z-L7-91
2-17 -94
3-10-94
3-10-94
3-10-94
3-10-94
95,000
97,000
97,500
L2?,50A
re5,500
I3l , ooo
132,000
0.00
5.99
6.03
6.08
6.00
6. 08
6.08
2A.?7
28,18
28.56
29.03
?a.u
29.03
e9 .03
3360
3440
3410
4?20
4440
4510
4550
shear
shear
shear
shaar
shear
shear
shear
DES16II STRETIGTH 4000 PsI 0 28 uAYs
TESTS BY LABORATORY PERSOIIT{EL ARE II{ ACCORDANCE IIITH APPLICASTE ASII.I I,IETHODS UTILTSS OTHERIJIST ilOTED
SO}IE INFORI{ATIOI{ OF TEST REPORT I.iAY BE PROVIOEO BY OTTIERS
REIIARKS :11 Oaraset accelerater
COPIES: R,A. llal son & Assoclatee, lnc.;
Town of Vail: llestern llobile;
J V A, Inc.; Gtdathrcy Pratt Schultz;Carolyn Adanrs Eobby J. Hiys
FIELO OBSERVER APPROVEO 8Y
As a r turl protactloh to cll.rtt, th. publlc
cllcnts, rnd .uthoriz.tlor for' Prbl{crtlon of
pcndlng oqr wplttcn .pFFovrl. S.mplc3 rill b.ln rrltlhg.
A h.||rbcr of th. !M grouF of codp.nlca
a'|d osr.3alva3, rll raportt
'tltGmcntt. COnCl uslon3 ordlrpored of rttar t.rtlng
.ro sub|t|ttttd .. tha confldlGntl.l Fl'op.rtj/ of
axtrrcts fFo|[ or ragrtdlng ouf raPort3 la faiar{aq
It coiDlrtad unlart othat rrrangJrntl agSaac to
Fcrlt| t{.. CfiEll3A 6/9t
CHEN.NORTHERN, INC.
COI{SULTITG EIGTIIEERS AI{D SCIEI{TISTS
REPORT OF CONCRETE TEST CYLINDER
Ar a mutull protectlon to cllantir th. publlc.nd our'ralva3. rll rcports rr. lub(rlttad rr th. contldl.ntlal prFarty ot
cliant3, and.rrthorlzrtlon for publ lcrtlot of tt.teri.r1t9. eonclurlont or lrtract3 froar or r.g.r'dlng our. I'rtXlor.t. li l'atarv.d
Fcndlng oqr *rltt.n.pprov.l. Srnplaa |illl b. dlrpos.d of rttar t.Btlng lr cohpl.tcd r.nl.3a othcr .trrng.fiianti rgr..d to
ln wrltlnq.
A r||.ftrb.r it tttc 43 group ol corD.nl.. Fo.rn ilo. C €1t34 6rr9t
T0: llECl,l
Attn
P.0.
Vai I
PROJTCT:
Enterpri ses
Eustaquio Cortina
Box 3149
c0 81658j3149
Liftside 8uildin9, east
J08 t{0. 4 178 93-3 DATE: 2-11-94
SHEET I OF I
of l,resthaven Dri ve and llesti n Hotel , South
PLACEI,IEIIT IOCATIOII:Yall on L line from P.6 to 19 line
EATCH TICKET IllFORllATIOll SUPPIIER: l'restern l,lobile
TRUCK ilo. 150 TICK€T N0. 0ll24l l|rr 0Esr6N ilo. 39
Tll,fE MTCHED: 7:4! TIl,lE ARRIVED: 8:15 TIIIE PLACED: CU.YD.L0AD/ACCIX,I: 7ll4l?l
FIELD TESTIIIG II{FORI,IATIOI{ SA}IPLE TEI.IP: 67T AIR TEIIIP: I5'F
TIIIE 1EST fAREll: 8:45 SLUIIP: 2 1l2lll. AIR C0llTEt{T:5.4 f UET UlllT llf l6tlT:
JOB SPECIFICATI0IIS: SLUIIP: 4 It{. AIR C0llTEl{T:{-8 f UATER A0DE0 AT SITE 6AL.
CYLIIIDER II{FOR}IATIOII
ll0. 0F CYLII{DERS: 7 CYLI|IDER SIZE: 6'rx 12" Tlf,lE CYLII{OERS CAST: 8:55 l,lHERE CAST: 0n-slte
CURIIIG IIIFORI,IATIOII
II{ITIAL CUREr 24 hours
DATE RECEIVED AT LAB:
0n-Si te
2-lz-94
FIELD
8Y:
SToRAGE FACILITIES: heated trai lerc.A. ltm/liAx
ACE
DAYS
DATE
TESTED
TOTAL LOAD
(LBs )
DI AI,IETER
( iltcHEs)
AREA
(sQ lil)
cof,tP . sTR.
(PSr)
TYPE OF
FRACTURE
CYLII{OER
I{EI6HT
(tBs)
CYLIIIOER
U]{IT IJEIGHT
(PcF)
7
7
7FC
28
28
28H
28H
2-18-94
z-18-94
2- 18-91
3-l l-94
3- l1-94
3-11-94
3-u-94
l12,000
115,000
125,000
147,500.
152,500
153,000
t6l ,000
5.98
5.99
5.98
5.98
6.08
6. 08
6.05
28,09
28.18
28.09
28.09
?9.03
29.03
28.75
3990
4000
44 50
5250
s250
5?70
5600
con/shear
shear
con/sh€ar
con /shear
con/shear
conshear
con/spl i t
DESIGII STRE}IGTH 4000 Psl 0 28 oAYs
TESTS BY LAEORATORY PERSOIIIIEL ARE Til ACCORDAI{CE I{ITH APPLICABLE ASTII I.IETHOOS UI{LESS OTHERYISE T{OTEO
S0tlE IllFoRl,lATIoil 0F TEST REPoRT l{AY BE PRoVIDE0 BY oTHERS
REI{ARKS:11 Daraset
COPIES: R.A. llel son & Assoclates, Inc
Town of VaiI; llestern llobile;
J V A, inc.; Gmthmy Pratt Schultz Carolyn Manrs Bobby J. tlayc
FIELD OBSERVER APPROVEO BY
CHEN-NORTHERN, INC.
cor{suLlI[6 EIT6IXEERS Ailo SCIE]tTISTS
REPORT OF CONCRETE TEST CYLINDER DATA
trt':%F MAR 1ee4 fr
,E *-ffi^^"^ .$,t^ff*::d@; o.e/.9
T0: IIECH Enterprises JoB l{0. 4 178 93-3 0ATE: 3-2-94Attn: Eustaquio Cortina
P.0. Box 3l{9 SHEEI I 0F IVaiI, C0 81658-3149
PROJECT: Liftside Building, east of l{esthaven Orlve and yestln Hotel , South Frontage Road tlest, Uail, Colo.
PLACttltllT [0CATI0ll: Slab over nechanical rodr, and bicycle locker room slab.
BATCH TICKET ll{FoRllATloll SUPPLIER: llestern llobile
TRUCX r0. 16l TTCKET lr0. 0t 1303 HIX 0€Stcil ilo. 44
TIIIE SATCIED: ll:2'l TIIIE ARRIVED: 11:50 Tll{€ PLACEO: 12:10 CU. YD. L0AD/ACCU,I: 7/35
FIEID TE5TIIIG I I{FORIOTIOII
TIl,lE TEST TAKEI{: t?:10
JOB 5PECI FICATIOIIS:
SLUIIP:
SLUI{P:
4 l/2 lil.4 I t{.
SAHPLE TEI{P:
AIR COllTEllT:5.9 I
AIR CONTEiIT: 4-8I
T AIR T[JP: {0'F
tlET UlltT UEIGHT: 138.1
IIATER ADOED AT SITE 8 6AL.
CYL I I{DER I ]{FOR}IAT IOI{
1{0. 0F CYtIllOERs: 7 CYtItlOER SIZE: 6"x 12" TII'IE CYLII{0ERS CAST: 1?:20 lltlERE CAST: 0n-Site
cuRiltc I l{FoRr4ATIotl
IIIITIAL CURE: 24 hours on-Site
OATE RECEMD AT LA8: 3-3-94
FIELO ST0RAGE FACILITIES: traller except fleld cure
BY: C.A.HIII/HAX
AGE
DAYS
DATE
TESTTD
TOTAT LOAO
(tBs)
D IAI.IETER
( Il{cHES )
AREA
(sq ril)
coirP. sTR.
(PSr )
TYPE OF
FRACTURE
CYLIIIDER
IJEIGHT
(L8s)
CYLIIIOER
WTT gEICHT
(PcF)
7
7
7tc
?8
28
28H
28H
3-9-94
3-9-94
3-9-94
3-30-94
3-30-94
3-30-94
3-30-94
87,000
87,000
90,000
6.00
6.00
5.98
28.21
28.27
20.09
3080
3080
3200
shear
shear
shear
IrESI6l{ 5IREICTH 4000 PSI e ?8 oAYS
IESTS 8Y LABORATORY PERSOIIIIEL ARE III ACCOROAIICT UITH APPLICABLE ASTI'I I.IETHODS UI{LESS OTHERT'ISE I{OTED
SOI.IE TIIFORI{ATIOII OF T€ST REPORT I.IAY BE PROVIDED BY OTHTRS
REilARKS: Pmper rmved 11:10 - tl:45. 11 accelerater added to thls mix,
C0PIES: R.A. llelson & Associates, lnc.i
Torm of Vail; llestern Hobile;
J V A, Inc.; Guattmey Pratt Schultz;Canolm Adams Bobby J. Hays
FIELO OESERVER APPROVEO BT
A3. rutu.l paot.et{on to cllaitr. th. Fubllc rhd our..lvt., r'll rapor't3
cll.nt., rnd .lthortrtlot| tor Dsbllcrtlon of rtrt.r.nt3. Conclutlont o|.prndlng our rrrlttan rpprov.l. srrpl.. r|lll trc di.porcd of attar tr3tlnE
In rrl ti og.
A irdtib.r of thc !I! giosp ot cqrp.ntas
.r. lultnltt.d .r tk. confld{.nClnl proParty ot
attrrctt fron or ragrrdtng osr raportt la ratalvad
It codplatad unlaaa och.r rrrrngdiantt agl'aad lo
For't t{o, Ct E!t3A 6/91
'r2 !.i ;;
CHEN.NORTHERN, INC.
COI{SULTITG E[6IIIEERS AIIO sCIE1{TISIS
OF CONCRETE TEST CYLINDEH
'{ ,r,! ""'
g*'{oi:;' '
wf#F*{$.pr'riig
REPORT DATA
T0: ttlECil Enterprises J08.110. 4 178 93-3 oATE: 3-3-94Attn: fustaquio Corti na
P.0. Box 3149 SHETT t 0F IValI, C0 81658-3149
PR0JECT: Liftside Buildlng, east of lJesthaven DriVe and itestln Hotel , South Frontage Road tfest, Vail, Colo.
PIACEI,I€I{T LOCATIOI{ :Floor slabs for unit B-41
BATCH TICKET IllF0Rl,lATlOll SUPPLIER: lJestern llobi le
TRUCK [0. 161 TICKET ilo. 0t l3l4 l,tIX 0ESIG]{ lto. 44
TII4E BATCHED: 9:25 TIl,lE ARRIVF0: 9:40 TIl.lE PLACE0: 9:46 CU.YD.t0AD/ACCliil: 7l2El28
FIELD TESTTI{G T}IFORIIATIOII SA}IPLE TEI{P: ?I'F AIR TEIIP: 45'T
TIfiE 1€ST TAKEI{: 9:54 SLUilP: s.0 lil. AIR co}lTEl{T: 5.51 tlET UI{IT }|EIGHI:
JOB SPECIFICATI0IIS: Sl-UilP: 4 Il{. AIR COI{TE}IT: 3 E UATER ADOED AT SlTf GAL.
CYLI$OER IilFORI{ATIOII
l{0. 0F CYLIIIDERS: 7 CYLIIIDER SIZE: 6"x 12" TlllE CYLII{DERS CAST: 10:04 I{HERE CAST: 0n-slte
cuRlllc lilFoRilATI0l{
IIIITIAL CURE: 24 hours on-Slte
0ATE RECEMD AT IAB: 3-4-94
FIELD SToRAGE FACILITIES: trailer except field ctre
BY: C.A.ilrN/1.{Ax
A6E
DAYS
DATE
TTSTED
TOTAL LOAD
(LBs )
D IAI,IETER
( il{cHES)
AREA
(sQ il{)
c01'tP. sTR .
(Psr)
TYPE OF
FRACTUR€
CYLII{OER
UEI6HT
(LBs )
CYLII{OER
ulrlT UEIGHT
(PcF)
7
7
7FC
z8
28
28H
28H
3-10-94
3-10-94
3-10-94
3-31-94
3-3t-94
3-31-94
3-31-94
100,000
9e,500
105,000
6.00
6.00
6.00
28.21
28.27
28.27
3540
3270
3710
shear
shear
shear
DESI6l{ STREI{GTH 4000 Psl G 28 oAYS
TESTS BY LABORATORY PTRSOIII{EL ARE I]I ACC()RDAIICE I'ITH APPLICABLE ASTII I.IETHODS UIILESS OTHERUISE IIOTID
SOi{E I]{FORI4ATTO]{ OF TEST R€PORT }IAY BE PROVIDEO BY OIHERS
REiIARKS:lI accelerater
COPIES: R.A. ]{elson & Associates, Inc.;
Town of Vail; llestern llobile;
J V A, lnc.; Grathrey Pratt Schultz;Carolyn Adams Bobby J. Hays
FIELO OBSERVER APPROVED 8Y
Ar . nutrrl prot.ctlon to cll.nt', tha Fsbllccll.nt3, .nd .lrthotlrrtlon foi psbllc.tlon of
pand{ng our. xiltt.|t .pprov.l. S.|iplrt rlll baln wrltlng.
A .|.|nbrr ot th. E!!l grovp ot co prn{.r
and ouraalvaa, rl I reportrStatananti. Con€Iuilon3 ordl5poa.d of rttcr ta3tlnlt
rr. 3ui'|Iltted .t th. confldlantlrl proFrrty of
artFact3 frofi or r.gardlng ouF Faportt 13 raaarvac
It coftplrt€d snlata othaF at'rrngattntr agraad to
Forr! flo. cl,lEllSA e/91
c'.T-h
CHEN.NORTHERN, INC.
COIISULTII{G EflGIilEERS AIID SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER
il,#m* r
Qe6;u.,.-r'-'DATA
T0: l{ECl,l Enterpri sesAttn: Eustaquio Cortina
P.0. Box 3149
Vai l, C0 81658-3149
JoB.ll0. 4 178 93-3 OATE: 3-4-9{
shEtT I 0F r
PROJECT: Llftside Euilding, east of lesthaven 0rive and ttesti n Hotel , South Frontage Road Uest, Vail, Colo.
PTACEI{EI{T LOCATIOII :Floor slab for unlt B-51
BATCH TICKET IllF0Rl,lATIOl{ SUppLIER: tlestern l,tobi te
rRucK lto, 183 TICKET l{0. 01-l3zs itlx DESIGil r{0. 41
TIi{E BATCHED: 9:04 TIIIE ARRIVE0: 9:?5 TI}|E PLACED: 9:31 GU. yD. L0AD/ACCI : l lt4lzg
FIEI.D TESTIilG I IIFORI.IAT I OI{
TlllE TEST TAKEII: 9:38
JOB SPECIFICATIOl{S:
SLUl,lP: 4.0 I ll.SLtlllP: 4 lll.
SAI{PLE TEIIP:
AIR COI{TEI{T:4.1 t
AIR COl{TEllT: 3 X
72T AIR TEilP: 357
IIET UIIIT IEIGHT:
I{ATER ADOED AT SITE 8 GAL.
CYLITIOER IHFORI{ATIOII
1{0. 0F CYLIII0ERS: 7 CYLIIID€R SIZE: 6"x 12" Tll,lE CYIIII0ERS CAST: 9:48 IIHERE CAST: on-Site
CURIIIG IiIFORHATIOI{
IIIITIAL CIJRE: 24 hours 0n-Slte
OATE RECEIVED AT LA8: 3-'l-94
FIELD STORAGE FACILITIES:8Y: C.A. Mtll/l.tAx
AGE
DAYS
DATE
TESTED
TOTAL LOAO
(LBs)
DIA}IETER
( lltcHEs )
AREA
(sQ ilt)
col,tP. sTR.
(Psr )
TYPE OF
FRACTURE
CYLII{DER
trEIGHT
(LBs)
CYTIIIDER
WIT UEIGHT
(PcF)
7
7
7FC
28
28
?8H
28H
3-1t-94
3- 11-94
3-t 1-94
4-l-94
4-L-94
4- l-94
4-1-94
105,500
11t ,000
118.500
6.09
6.08
5.99
29.03
29,03
28.18
3630
3820
4210
shear
shear
con/shear
DESI6N STREIIGTH 4OOO PSI O ZB DAYS
TESTS BY LABORATORY PERSOIIIIEL ARI II{ ACCORDAI{CE T'ITH APPLTCAELE ASTI.I I,IETHODS UIIIESS OTHERI{ISE IIOTED
SOHE IIIFOR}IATIOII OF TEST REPORT IIAY 8E PROVIDEO BY OTHERS
REIhRKS: 5l accererater. Four gal'lon additional nater added after sanple was taken,
COPIEST R.A. l{el son & Associates, Inc.;
Torn of Vail; Itestern l,lobile;
J V A, Inc,; G attney Pratt Schultz;Carolyn Adams Bobby J. llays
FIELD O8SERVER APPROVED BY
Al a mltu.l prot.ctlon to cllant3, thc Frbllc.nd ourr.lvrr, all raport3 ar. iubnlttcd ai th. cont{di.ntl.l propar-ty ofcllant3r rnd authorllatlon for 9{bllcatlon of rtrt.firnti, Conclurlon3 or artracta froo or rcqardlnq or|r FcDorta lr iaiarvad
P.ndlng our rFltt.n approvrl. Sampla3 r,lll b. dltpo3cd ot.ftor tattlng lr compl.tad unl.3i ;th.F;rr.ngrfiintr.gr..d toln rilt{ng,
A n n$.r of th. !I! group ot co{rp.nler Ford| No. Cr,|Etl3A 6/91
t
CHEN.NORTHERN, INC.
COIISUTTITIG EIIGIIIEERS AIID SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER
4.. nnt!.1 prot.ctlon to cll.nt.r th. Frbl{c.nd oril.lv..r .ll r.port3 ar. .ubmitt.d ar th. contld{.ntlrl ProP.tty ot
cllcntBr lnd a{thor{rrtfor for prabllc.tlon of rtataaranta. Conclualona or.xtract3 froth or rrgardlng our raFortr l. r.t.rvadp.ndlnt osr rrrltt.n rpproval. Sahplaa wlll ba dlapotad ot aftar t.rtlng Ir cor platad unlait othai arrrngsra.tr .ga.cd toIn wri tlnq.
A mcmbcr 5t th. !!! gro{p ot cooDrnl.. Fonr t{o. CfiEftSA 6/91
T0: l.lECil Entenpri sesAttn: Eustaquio Cortina
P.0. 8ox 3149
J08.1{0. 4 178 93-3 DATE: 3-7-94
SHSET I OF IVail, C0 81658-3149
PR0JECT: l-iftside Euilding, east of yesthaven Drive and t/esti n Hotel , South Frontage Road gest, Vril, Colo.
PTACEI.IEI{T LOCAT I OII :Floor slab for Unit C-51
EATCH TICKEI Il{F0RXAfl0il SUppLIER: Uestern itob e
TRUCK t{0. 114 TICKET lt0. 01 1338 fitx 0Est6il lto. 44
TII'fE BATCHED: 8:57 Tlt{E ARRIVED: 9:20 TIr'lE PLACED: 9:28 CU.Y0.L0AD/ACC[|{: 7t2lt28+
FIELO TESTIIIC II{FORIIATIOII SAI{PLE TE}IP: 64T AtR rEt{P: 35'F
TIl,lE TEST TAKEII: 9:35 SLllllP: 5 3/4 lil. AIR CONTE]{T: 6.ll llET U]{II tffIGHT: 138,5
JoB SPECIFICATIOIIS: SLUIIP: 4 I1{, AIR C0l{TEl{Tr 3 I UATER ADOED AT SITE 10 GAL.
CYLTIIOER TIIFORI{ATIO'{
ilO. 0F CYLIilDERS: 7 CYLII{DER SIZE: 6"x 12" TIIiE CYLII{DERS CAST: 9:45 IIHERE CAST: On-Site
cuRIt{6 I t{FoRr'rAT l0rl
IIIITIAL CURE: 24 hours
DATE RECEIY€D AT LA8:
0n-Sl te
3-9-94
FIELD STORAGE FACILTTIES:BY: 8.8.
hated trai lerilI /l,tAX
except field cure
AGE
OAYS
OATE
TESTED
TOTAL IOAO
(L8s)
DIAITETER
( IilCHES)
ANEA
(sQ ur)
coHP . sTR.
(PSr )
TYPE OF
FRACTInE
CYLI}IOER
If IGHT
(LBs)
CYLIIIOER
UI{IT IJEIGHT
(PCF)
7
7
7FC
28
28
28H
28H
3-14-94
3-14-94
3-14-94
4-4-94
4-4-94
4-4-94
4-4-94
77,000
77 ,000
82.000
5.98
5.98
5.98
28.09
28. 09
u8.09
?740
2740
2920
shear
shear
shear
DESIGII S1REIIGTH 4OOO PSI O 28 DAYS
TESTS 8Y LAB0RAToRY PERS0IIIEL ARE lll ACCffiDAilCE IITH APPLICABLE ASTl,l |,iFTH0DS UIILESS OTHERUISE 1{0TED
SOI,IE IIIFORI.IATIO'I OF TTST REPORI I.I/IY BE PROVIOED BY OTHERS
RE}IARKS:
COPIES: R.A. llelson & Associates, Inc.;
Tofln of Vail; llegtern l{obile;
J V A, Inc.; Grvathney Pratt Schultz;Carollm Adarns Bobby J. Hays
FIELO OBSERVER APPROVEO BY
a
CHEN.NORTHERN, INC.
COIISULTI I{G E}IGIIIEERS AIID SCIEIiITISTS
REPORT OF CONCRETE TEST CYLINDEH DATA
Ar. drturl prot.ctlon to cllGntr, th. Fubllc rnd our3.lv.r, .lI raporta ara srl,|nltted .3 tha confldlantlll praPar^ty of
cllantl, ard rutiorl:atlon tor publlcatloh of 3tatamant3. Corcluslor5 or axtract3 froG o|. ragrrdlng our Ftportt l5 F.3.rvad
F.rdlng our' r.r'lttcn .ppr.ovrl. Sanplas wl'll bc dlrpot.d of.ft.t tartlng {r corpl.ted unl.r5 oth.F lrrlnt.m.trtt tgr'..d to
ln *.ltlng,
A mdnb.r. ;l th€ EI! group ot coiF.nl.. Forn No. CfiE113A 5/91
T0: llECll Enterpri sesAttn: Eustaquio Corti na
P.0. 8ox 3149
Vai1, C0 81658-3149
PR0JECT: Liftside Bul ldi ng,
JOB NO. 4 178 93-3 DATE:
SHEET
z-15-94
l0F I
, VaiI, Colo.of tlesthaven 0rlve and I'lesti n Hotel , South Frontage Road tfest
PLACEI,IEIIT LOCATIOI{ :footi ngs
BATCH TICKET I1{F0Rl,lATI0}l SUPPLIER: lrestern llobi Ie
TRUCK n0. 150 TICKET t{0. 011254 tltx oEsIGil Kl. s9
IIfIE BATCHED: L2:24 TI}IE ARRTVED: - TlltE PLACED: l:00 CU.Y0,I0AD/ACCU}|: 5.5/11/11
FIELD TESTI}I6 IIIFORI.IAIIOI{ SAI'IPLE TEI.IP: 64T AIR TEIIP: 35?
TIl,lE TEST TAKEI{: l:21 StUllP: 3 l/4 lll. AIR C0t{TEt{T:5.9 Z yET Ul{lT UEIGHT:
JOB SPECIFICATI0i{S: SLU}|P: Ill. AIR C0t{TEl{T: N IJATER ADDED AT SITE GAt.
CYLIIIOER IIIFORHATIOI{
1{0. 0F CYLIIIDERS: 7 CYLIII0ER SIZE: 6"x 12" TIl,lE CYLIIIDERS CASI: l:31 I{HERE CAST: On-site
cuRI 6 I FoRilATtot{
IIIITIAL CURE: 24 hours
DATE RECEIVEO AT LAB:
0n-Si te
2-L7-94
FIELD STORAGE FACILIT]ES:
BY: ll.J.
heated trai ler
r,rIr{/ilAx
except fleld cure
AGE
DAYS
DATE
TESTED
TOTAT LOAD
(LBs)
DIAI.TETER
( INCHTS)
AREA
(sQ Ill)
c0l.tP . sTR.
(Psr)
TYPE OF
FRACTURE
CYL II{DER
I'EI6HT
(L85)
CYL I I{OER
UIIIT IEIG]T
(Pcr)
7
7FC
28
28
28H
e8H
2'22-94
z-?2-94
2-22-94
3-15-94
3- l5-94
3-15-94
3- 15-94
112,500
112,500
lle,000
t47,000
148,000
155,500
146.000
6.08
5.99
5.98
5.99
6.08
5.99
5.98
e9.03
28.18
28.09
28.18
29.03
?8, 18
e8.09
3870
3990
3990
5220
5100
5520
5200
shear
shear
shea r
coni cal
con,/shear
con/shear
shear
DESIGII STRETIGTH 4OOO PSI S 28 DAYS
TESTS BY LABORATORY PERSOIII{EL ARE II{ ACCORDAI{CE IJITH APPLICABLE ASTII ITIETHODS UIILESS OTHERIJISE IIOTED
SO}IE I]{FORI,IATION OF TEST REPORT I.IAY BE PROVIDED 8Y OTHERS
REIIARKS:lX Oaraset accel erator
COPIE5: R.A. llelson & Associates. Inc
Tot*r of Vail; Yestern }lobile;
J V A, Inc.; Gwattmey Pratt Schultz Carolyn Adams Sobby J. Hays
FIETD OESERVER APPROVED 8Y
CHEN.NORTHERN, INC.
cot{sll_ TII{G Eil6IflEERS At{D SCIEilTISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As r nutq.l prot.ctlon to cli.nt.r th. p[bllc rnd ours.le.3, !ll r.porta ric submltt.d 13 th. confldl.ntl.l prcP.tty of
eltrnt3, rnd ruthorlrrtlon for prbllcltlon of ttrtcfiantr. Conclualons or.rtract3 frofi or ragardlhE our Faport t
-
l a -r:'rcl'v'op.ndtn! our rrittcn.ppfovrl. s|!F'la! Flll b. dlrporcd ot aftaf taatlng l5 co|t|Flct.d unlct6 oth.r rrr.ng.n ntt agr.ao ro
ln r,.Fltlnq.i"dil;;i thc !!! group of codp.nl.t Form t{o ' c E113A 6/91
T0: HECH Enterprises JOB l{0. 4 178 93-3 0ATE: 2-16-94
Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F 1
Vai l, C0 81658-3149
PR0JECT: Liftside Building, east of l,lesthaven Orive and llestln Hotel , South Frontage Road yest, Vail, Colo.
PLACEI.IEI{T LGATIOI{ :Ya ll on L Llne
EATCH TICKET IllF0R}lATI0l|| SUPPLIER: llestern l'lobi le
TRUCK fio. 161 TICKET ilo. 0l 1257 tttx DESIGI{ ll0. 39
TIiIE BATCHED: 1l:10 TlllE ARRIVED: ll:30 TIIIE PLACED: l?:05 CU.YD.L0ADIAECU* 1ll4l2l
FIELO TESTIIIG ItlFORl,lATI0l{ SA|,|PLE TEiIP: 65T AIR TEI4P: 357
TII'I€ TEST TfiKEll: 12:11 SLUIIP: 3 l/4 Il{. AIR Co]{TEllT: 6.11 UET UI{IT UEI6HT:
JOB SPECIFICATIOI{S: SLUIIP: ll{. AIR C0llTEl{T: I IATER A0DE0 AT SITE 0AL.
CYLI I{DER IIIFORI'ATIO}I
ll0. 0F CYL IIIDERS: 7 CYLIIIDER SIZE: 6"x 12" TIIIE CYLITIDERS CAST: lzt?! IIHERE CAST: 0n-Stte
CURI116 I NFORI'IAT I OI{
iI{ITIAL CURE: 24 hours
DATE RECEIVED AT LA8:
0n-Slte
2-17-94
FIELO STORAGE FACILITIES:8Y: l,l.J.
heated trai I er
r,rIt{/]'tAx
except
field cure cyl .
AGE
DAYS
DATE
TESTED
TOTAL LOAD
(L8S)
OIAI{€TER
( IilCHES)
AREA
(sQ mJ
coilP. sTR.
(Psr )
TYPE OF
FRACTURE
CYL I IIDER
I'EIGHT
(LBs )
CYLIIIDER
UI{IT IIII6HT
(PCF)
7*
28
?B
28H
28H
2-23-94
2-23-94
2-23-94
3-16-94
3-16-94
3- l6-94
3-16-94
107 ,500
117 ,500
120,500
1?7 ,500
130,000
r40,500
13e.000
5.99
5.98
5.99
5.98
6.00
6.08
6.08
?8. l8
28.09
28. 18
28.09
28.27
29.03
29.03
3810
4180
4280
4540
4600
4840
4550
snear
snear
shear
snear
snear
shear
con/shear
DESIctl STREIIGTH '1000 PSI 0 2A oAYS
TE5TS 8Y LABORATORY PERSOI{II€L AR€ III ACCOROAIICE IJITH APPLICABLE ASTI.I I.,IETHODS UI{LEsS OTHERUISE IIOTED
S()ME II{FORI.IATIOT OF TEST REPORT I,IAY 8E PROVIOED BY OTHERS
REI,iARKS; lI daraset accererater added to nix.* Field cure gylinder: cyl i nder cured along with concrete pour for 48 hours.
for 48 hours.
COPIES: R.A. llelson & Associates, Inc,;
Town of Vai | ; llestern l'lob| I e;
J V A, Inc.; Gwathney Pratt Schtjltz;Carolyn Adams Bobby J. HaYs
FIELD OBSERYER APPROVID BY
CHEN-NOHTHERN, INC.
coflsuLTIfic EnGilrttRs Ailo sctEilTI sTs
REPORT OF CONCRETE TEST CYLINDER DATA
Ar I muts.l prot.ctlon to cll.ntrr tha F(btlc.nd oor.i.lvrir .ll r.aport3 ara rubitlttad rt th. conf{dlcntlrl Frop.icy o?
cll.nt5,, ahd .uthorlrat{oh for publlc.tloh of ttrtc6.trt3. Conclurlont or artr.ctr fro or r.g.rdlrtg our r.portr !!-!!r!n'dpcndlng our xatttcn rpFrov.l. S.!|!ll.r ,lll b. dl3por.d ot rft.r ta3t,lng la compl.t.d unl.t3 oth.r lrtrng.r|.nt3 rgrc.s re
lt| xrltlng.
A nrcrnli. 3i th. !!! grosp of comprnl.! For|l tlo. cl'l€tl3A 6/91
T0: t{ECli Enterprises JOB ll0. 4 178 93-3 DATE: 2-17-94Attn: Eustaquio Corti nr
P.0. Box 3149 SHEET I 0F IVall, C0 81658-3149
PR0JECT: Liftside Building, east of tlesthaven Drlve and tlesti n Hotel , South Frontage Road fes!, Vail, Colo.
PLACEHEI{T L0CATIO||: Floor slab, unit 841
BATCH TTCKET lllFoRl'lAT lofl SUPPLIER: Testern l{obile
TRUCK ilo. 189 TICKET [0. 011261 llIX DESIGT{ 'r0. 44
TIl,fE BATCHED: 9:12 TIIIE ARRIVED: 9:20 TIIIE PLACED: l0:?3 CU.YD.L0AD/ACCIrI{: 7128
FIELD TESTIilC ItlFOf,tlATIol{ SAilPLE TEIIP: T AIR TEI'IP: T
TIl,lE TEST TfrKEll: 10:22 SLUI{P: tl 1/4 Itl. AIR c0tlTEilT: 5 X tfET UIIIT !I|EI6HT: lde.3
JOB SPECI FICATIOI{S: SLUIIP: 4 It{. AIR C0llTEl{T: l,lax 3X IJATER A00t0 AT SITE I 66A1.
CYLIT{OER IIIFORIOTIOT{
t{0. 0F CYLIIIDERS: 7 CYIII{DER SIZE: 6"x 12" TIIIE CYLITIDERS CAST: 10:30 TJHERE CAST: on-Site
CURIilG IIIFORHATIOIII ITIAL CUR[: 24 hours On-Slte
OATE RECEIVEO AT LAB: 2-18-94
STORAGE FACILITIES:
c. A.
Field next to pder
6 in. heated fleld
itI r{/r,rAx
sl ab
trai I erFI TLD
8Y:
AGE
OAYS
DATE
TESTED
TOTAL LOAO
(L8s )
OIAIIET€R
( n{cHEs )
AREA
(sq ril)
col.tP . sTR .
(Ps r )
TYPE ()F
FRACTURE
CTLII{D€R
u€l6llT
(tBs)
CYL TI{OER
UTIIT IJEIGHT
(PCF)
7
7
FCI
28
28
28H
28H
2-24-94
z-24-94
2-24-94
3-17-94
3-17-94
3-17-94
3-17-94
105,000
100,000
98,500
137,500
t36,500
135,500
131.500
6.09
6.05
6. 06
6.07
6.06
6.04
6.07
29. t3
?4.75
?8.84
28.94
28.84
28.65
28.94
3600
3480
3420
4750
4730
4730
4540
snear
shear
sheaf
GOI Umnar
con/spl it
coni cal
con/spl i t
DTSIGI{ STREilGTH 4000 PsI 0 28 DAYS
TESTS BY LABORATORY PIRS()IIIIEI ARE III ACCOROAIICE ITIIIH APPLICABLE ASTI,I I.IETHODS UIILESS OTHERYISE IIOTEO
SOI{E I}IFORI.IATIOH OF TEST REPORT I{AY BE PROVIDED BY OTHERS
REIiIARKS :1I daraset accelePater in nix
C0PIES: R.A. ilel son & Agsoci ates, Ins
Tovn of Vall; lfestern ilobile;
J V A, Inc.; e'wattmey Pratt Schul tz Billy Barbour Sobby J. tlays
FIELO OESERVER APPROVED BY
CHEN-NORTHERN, INC.
coilsuLTlltc Elt6[{EERt AltD SCrE IIST5
REPORT OF CONCRETE TEST CYLINDER DATA
43. uttral pr'ot.ctlon to cl{.nta, th. publlc .nd ourr.lvrs! .ll rcport!.rc aub6lttcd.* th. confldlantl.l propat'ty ol
cll.nt3' rnd luthorla.tlon fot'Publleatlor ol 3t!t.m.nt3. Conclu.ions or ertr6€t3 trm or.c9!rdlnE our r.portr l3 r.3.rvcdp.fidlng osr nrlttcn rpprov.l. S.t|Pla3 nill b. dlsFosrd of.fter ta.ting it compl€tcd unr.53 ;th.r irrang.l;nt* .tr..d toln |rrltlng.
A |tlcn|b.r ot thc U!!! group of c.aD.nlcs Fonn rto, C Ell3A 6/91
T0: HECl,l
Attn
P.0.
Vat l
PROJECT:
€nterpri ses
Eustaquio Corti na
Box 3149
c0 81658-3149
Liftstd€ Bui lding,
JOB lt0. 4 178 93-3 OATE: 2-18-94
SHEET I OF I
eaSt of llesthaven Orive and lestin Hotel , South Frontage Road vest, Vait, Colo.
PLACEI.IEIIT LOCATIOl{ :lfall, grid line 19, L through q ltne.
BATCH
TR UCK
T I I'IE
TICKET ITIFOR}IAIIOIIt{0. Lt4
BATCHED: 9:32
ilcKEI flo. 011271
TltlE ARRIVEO: l0:00 TII{E
SUPPLIER: Vestern Hobi I e
filx DEsIGlr N0. 39
PLACED: 10:?5 CU.YD.L0AO/ACCUH: 7ll/21!
FIELO TEST I I{G IIIFORI.IATIOII
TIIIE TEST TAKEII: 10:38
JOB SPECI F ICAT IOI{S:
slttl{P: 3 l/4 lll.
SAHPLE TEfiP:
AIR C0l{TEtlT: 5.71
AIR CoilTE{T: I
70'F AIR TE|IP: eSoF
llET WIT trEIGHT: 136.9
UATER AOOEO AT SITS IO GAL.S LUI.IP Ilr.
cYL lirDER tlrFoRlrATt0r{
ilO. 0F CYLI D€RS: 7 CYtIfiOER SIZE: 6"x 12" TtllE CYLII{DERS CAST: 10:48 ITHERE CAST: On-Site
CI'RI116 INFORI,IATIOT
llllltAL CIJRE: ?4 hours
DATE RECEIVED AT LAB:
0n-Si te
2-19-94
FIELD S'ORAGE FACILITIES :
8Y : l{. J.
heated trai I er
H I /t'tAX
except field cure
AGE
DAYS
DATE
TESTED
TOTAL LOAO
(L8s)
OIAIIEIER
( I ilCHES )
AREA
(sQ Iil)
COHP.sTR,
(PSr )
TYPE OF
FRACTURE
CYLIT{DER
1,/E IGIIT
(L8s )
CYLIIID€R
UlIIT UEI6HT
( PcF)
7
tFc
16
28
28
28
2-25-94
?-25-94
?-25-94
3-18-94
3-18-94
3-t8-94
3-18-94
I15,000
u2,000
103,000
137,000
134,000
139,000
132,500
5.99
5.98
5.99
6.09
5.99
6.08
5.99
28. l8
?8.09
28. l8
?9. 13
28.18
?9.03
28.18
4080
3990
3660
4700
4 760
4790
4700
shear
snear
snear
snear
shear
con/strear
shear
DESIG'I STREI{GTH 4000 PSI O 28 DAYS
TTSTS 8Y LABORATORY gERSONIIEL ARE II{ ACCOROAIICE VITH APPLICABIE ASTTI ITETHODS UNLESS OTHTRI.|IST I{OTED
sOI.IE ITFMflATIOI{ OF TEST REPORT I.IAY 8E PROVIOEO 8Y OTHERS
REI{ARKS: 1I daraset accelerater added to this mix. Sanple obtained from nixer truck discharge.
COPIES: R.A. l{el son & Associates, Inc.;
Town of Vail; t{estern }lobile;
J V A, Inc.; Gxatlnrey Pratt Schultz;Carolyn Adams Eobby J- Hays
FITLD OBSERVIR APPROVED BY
CHEN.NORTHERN, INC.
COI{SULTI116 EIIGIIIEERS At{D SiI EI{T I ST5
REPORT OF CONCRETE TEST CYLINDER DATA
A3 a nttu.l protactlon to cllrnts, th. publlc and oui..lvlsr !lI rcporti lra subnittad !s th. contldlantl.l proF.rty of
cltrnt3, rnd rsthor.{zltlon {or Fsbllcltlon of rt.trfiEntt, Conclurlons or extr.cts fro$ or rcaaid{ng osr t.GForti lt-ret.rv.d
pendlng our. *rlttan .pprovll. Samplaa *lll ba dlrpor.d of rtt.r t.stlng lt compl€t€d unl.33 othcr arrrng.n ntt .graao lo
In wrlting.
A n .ib;r ;f thc !I! group of coftpft|l.3 Fonn $o. cF€113A 6/9r
I0: llE0ll
Attn
P .0.
Val I
PROJECT:
Enterpri ses
Eustaqui o Cortl na
Box 3149
c0 81658-3149
Li ftside Bui ldi ng,
JOB tlO. 4 178 93-3 DATE: 2-22-9tl
SHEET I OF I
of lresthaven Drive and llestin Hotel , South Frontage Road llest, Vail, Colo.
PLAC€llEt{T L0CATIOi{: YalI on
of wal I
! line betneen grid llnes
at thi s locati on,
19 and Pl0. This concrete will be in I ower lift
BATCH TICK€T I IIFORI,IAT T O1{
TRUCK 0. 150
TIIIE BAICHED: l1 :09
TISKET lr0. 0r 1279
TIIIE ARRIVE0: 1l:35 TIII€
SUPPL IER: Uestern llobi I e
t{Ix oEsIGN lto. 39
PLACED:11:40 CU. YD. L0AO/ACCUI'|: 7l14l30!
FIELO TESTIIIG I]{FORHATI0I{ SAI.IPLE TEl,lP: 66'F AIR TEiIP: ?5'F
TIIIE TEST TAKEII: ll:46 SLUttP: 2 l/2 Il{. AIR C0llTEllI: I UET Ui{IT IIEIGHT; 138.5
JOB SPECIFICATI0IIS: SLllllP: 4 It{. AIR C0l{TEllT:4-8 I UATER A0DE0 AT SITE 7 GAL.
CYL II{DER II{FORHATTON
l{0. 0F CYLII{DERS: 7 CYtlflDER SIZE: 6"x 12' TIIIE CYLINDERS CASI:l,lHERE CAST: 0n-Si te
CUR I IIG I I{FORI'IATION
I1{iTlAL CURE: 24 hours On-Site
DATE RECEIVED AT LAB: 2-28-94
FIELD ST0RAGE FACILITIES: Trailer except for field cure
BY: l,l. J.ttlr{/rlAx
AGE
OAYS
DATE
TEsTED
TOTAL LOA[)
(rBs )
DIAIIETER
( INCHES )
AREA
(sQ il)colitP. sTR.
(Psr )
TYPE OF
FRACTURE
CYL II{OER
UE I6HT
(LBS)
CYLIT{DER
UIIIT t{EICHT
(PCF)
7FC
?8
e8
?8
28
3-l -94
3-1-94
3-t-94
3-22-s4
3-?2-94
3-22-94
3-22-94
l?4,000
133,000
130,500
150,000
152,000
162.000
r42,500
6. 00
6.08
5.94
6.08
5.99
6.08
6.08
28.21
29.03
28.09
29.03
28. 18
29.03
29 .03
4390
4580
4650
5170
5390
5580
4910
shear
snear
shea r
shear
shear
shear
shear
DESIGII 5TREI{CTH 4OOO PSI O ?8 OAYS
TESTS BY LAEORATORY P€RS0I{I{EL ARE lll ACC0RI)AIICE I',ITH APPLICABTE ASTl,l METHODS UIILESS OTHERUISE NOTED
SOTE I FORHATIOI{ OF TEST REPORT I.IAY BE PROVIOED BY OTHERS
REIIARKS:ll daraset accererator added to this mix.
COPIES: R,A. llelson & Associates, Inc
Torvn of Vail; l{estern ilobile;
J V A, Inc.; cwattmey Ptatt Schultz Carolyn Adarns Bobby J. Hays
FIETO OSSERUER APPROVED BY
CHEN.NORTHERN, INC.
c0ilsulTIt{6 El{6IltEERs Ailo SCIEilT I STS
REPORT OF CONCRETE TEST CYLINDER DATA
A3 | huts.l protccilon to cll.ntr. th. psbllc.nd oqr5.ly.3. .ll r.portl !r.3sltmltt.d.t thc con{ldlrntl.l prop'rty ot
cllant3, aod at thorl:atlon for psbllc.tion of itltdn nts, Conclurionr oF.rtrrctt frofi or r.g.rd{tg our rcporti- la-r'r'rvtd
pinAiig'our *rittcn epproval. Srrnpl.i wlll b. dl.po..d of rft.r t.!tlng lr conFlGtcd unlcat otlr.t'lriangdn ntt agra'o to
ln nritlng.i;il:; ;i th. !!!! sroup of coirprnr.3 Form ro. ct'lEl tle 6/91
T0: tlECll Enterpri ses
Attn: Eustaquio Corti na
P.0. Box 3149Yail, c0 81658-3149
PR0JECT: Llftslde Bui l di ng,
JOg t{0. 4 178 93-3 OATE: 3-9-94
SHEET I OF I
eas! of yesthaven Drive and |lestln Hotel , South Frontage Road Uest, Vall, Colo,
PLACE}IEIIT LOCAT IOII:Floor slab - B-51, 52 loft
EATCH IICKET IttF0Rl{ATIOll SUPPLIER: Uestern ilobile
TRUCK l{0. 100 TICKET ilo. 0l 1359 r.ilX D€sIGll ll0. 44
Tllft EATCHID: 0:36 TIIIE ARRIVEO: 8:55 IIHE PLACED: 9:00 CU. YD. L0AD/ACCUI'I: 7ll4l12
FTELD TESTIT{6 i tlF0RfiAT t 0ll SAfiPLE TEHP: 73T AIR T$lP: 28'F
TlltE TEST TAKEI{: 9:10 SLIJ},IP: 4 3/4 ll{. AIR C0tlTEltl:5.2 t IET Ul{lT |EIFHT: 140.2
JOB SPECIFICATI0TS: SLUIIP: 4 ltl. AIR COt{TEtlT: 3 I TAIER A0DE0 AT SITE 7 6Al-.
CYL Ti{OER I]{FffiI,IATIOII
t{0. 0F CYtlll0tRS: 7 CTLIiI0ER SIZE: 6"x 12" TI].|E CYLIT{DERS CAsT: 9:25 I{HERE CAST: on-site
cuRIlrG IlrFoRr,rATl0l{
IIIITIAL CURE: 24 lpurs
OATE RECEIVED AT LA8:
0n-Si te
3-10-94
FIELD STORAGE FACILITIES:BY: C. A.
Heated trai ler
field cure adjacent
t'rll{/llAx
to pour
AG€
DAYS
DATE
TE STED
TOTAL LOAD
(LBs )
OIAI.IETER
( r flcHEs )
AR€A
(sQ I l{)
COHP . sTR.
(PSl )
TYPT OF
FRACTURE
CYL]flDER
IIE I CHT
(L8s)
CYLII{DER
UflIT YEIGHT
(PcF)
7
I
7FC
?8
?8
z8H
28H
3-16-94
3- t6-94
3-16-94
4-6-94
4-6-94
4-6-94
,l-6-94
117,s00
115,500
110.000
5.99
6.08
5.99
28. t8
29.03
28.18
417 0
398 0
3900
shear
shea r
shear
DESIGI{ SIREIIGIH 4OOO PSI 8 28 DAYS
TESTS BY IABORAIORY PERSOI{I{EL ARE III ACCORDAflCE ITITH APPLICASLE ASTI.I I.IETHODS U1{1E55 OTHERi.IISE IIOTEO
SOI'IE I IIFORI,IAT TOII OF TEST REPORT I,IAY BE PROVIDEO BY OTHERS
REIIIARKS:
CoPIES: R,A. l{el son & Associates, Inc
Town of Vailt Uestern Hobilei
J V A, Inc.; Gwattn|ey Pratt Schultz Eilly Barbour BobbY J. Hays
FIELD OBSERVER APPROVED BY
CHEN.NORTHERN, INC.
coilsutTtnG Et{cIilEERs AilD scIEl{TlsTs
REPORT OF CONCRETE TEST CYLINDER DATA
Ai r rnut!.l prot.ctlor to cllaott. tha publlc .nd osr.3rlv.3r rll |-.poiti .r. 3ubolittcd a. th. confldlcnglrl pt'oF.rty of
cllanta. rnd.utharlt.tlon for lubllcatlon of 3tatdrrnta. Conclutlonr or cxtracta from or rcgardlng our rraportt lt ratarvad
FGn.tlhg dur r.rlttcn rpprov.l. i.rpl.r wlll b. dlsporad of r.tt.r t.3tlog l3 cooPlat.d unl.3t othcr Ar|.ang.ir.nts.graao to
ln wrl t I nq.i-nt.rti" ir the E!! group ot co.t9rnl.r Forrn No. ct'lEl l3A 6/91
T0: l'lE0tl Enterprlses JOB ll0. 4 178 93-3 OATE: 3-10-94Attn: Eustaouio Corti na
P.0. 8ox 3149 SHEET I 0F rVall, C0 81658-3149
PROJECT: Liftside Butlding, east of yesthaven 0rive and Uestin Hotel , South Frontage Road U$t, Vail, Colo.
PLACEITIEIiIT LOCATIOI{ :Slab for Uni t #A-
BATUH TTCKET IilFmHATlOn SUPPLIER: Uestern ilobi le
TRT CK ilo. 114 TICKET l{0. 0r-1378 r,ilx 0ESI6il }r0. 44
TIIE BATCiIED: 9:07 TIlilE ARRIVED: 9:20 TIIIE PLACED: 9:30 CU.YD.L0AD/ACCIfi:
FIETD TESTTI{G II{FORilATIOII 5AI.IPLE TEI.IP: 6fF AIR TEI,IP: 4O"F
TII{E TEST TAK.E}I: 9:38 SLUI{P: 5.0 Il{. AIR C0NTEIIT:S.I X },ET UillT IEIGHI: 130.9
JoB SPECIFICATIOI{S: SLUIIP: 4 ll{. AIR C0tlTEllT: 3 X UATER ADDED AT SITE 7 6AL.
CYL IIIDER IIIFORI,IATIOII
ll0. 0F CYLII{DERS: 7 CfLlil0ER SIZE: 6"x 12' TII'IE CYLII{DERS CAST: 9:48 i*IERE CAST: 0n-Site
CWIilG IIIFORIIATIOI{
II{ITIAL CIIRE: 24 hours 0n-Slte
DATE RECEMO AT LAB; 3-t1-94
FIELo SToRAGE FACILITIES: traller except for field cure cyl Inder
BY: C. A.r,rIlr/ilAx
A6E
DAYS
OATE
TESTED
TOTAL LOAD
(LBs)
DIAI,IETER
( IilCHES)
AREA
(sQ ril)
COMP . S TR.
(Psr )
TYPE OF
FRACTURE
cvllilgER
t.,6IGHT
(LBs)
CYTIIIIIER
UilIT UEIGHT
(PCF)
7
7
fFc
z8
28
28H
28H
3-t7-94
3-t 7-94
3-17-94
4-7-94
4-7-94
1-7-94
4-7-94
108,000
lel,500
111,000
5.98
6.07
5.98
28.09
28.94
28.09
3850
4e00
3950
shear
snear
con/spl i t
ttESI6II STREIIGTH 4000 PsI 0 28 0AYS
TESTS BY LABORATORY PTRSOI{IIEL ARE III ACCOROAIICE I{ITH APPLICABLE ASTI,I I{ETHOOS UIILES5 OTHER}'ISE I{OTEO
SOIIE IilFIA}IATIOII OF TEST RTPORT IIAY BE PROVIDED BY OTHERS
REI4ARKS:
CoPIES: R.A. llel son & Assoeiates, Inc.;
Town of l/ail; lJestern lloblle;
J V A, Inc,; &{athney Pratt Schultz;Carolyn Adams Eobby J. thys'
FIELD OBSERV€R APPROVED BY
CHEN.NORTHERN, INC.
COI{SULTTIIG EIIGIIIEERS AI{D SCI€IITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
Ar r nut{ral grotactlon t6 cl'l.nt3, thc Fubllc lnd os.t'.lv.r,, rll r.portB arc aubhittrd sE th. corfldlantlal P.oF rty ol
cllrnts, lnd ruthorlEat,lon foi pqbllcetlon of 3tatdnant3. Conclurlont or axtrtcta froo or ragardlng ouF raport3^ t a^rat'rv'd
p.ndi6g our wrltten.pprov.l. i.npl.r w{Il b. dlipo3.d of.ft.r t.rtlng la coarplatad unl.tt othar rrr.ng3f,.rrt.grc.c !c
In wri tlng.
A r"en6;; 6i th. tg! groqp ol cornpanlci Fon! t{o. cl'tEtl3a 619l
T0: l,lECtl Enterprises J08 tlb. 4 178 93-3 DATE: 3-ll-94Attn: tustaquio Corti na
P.0. 8or 3149 Sl.lEEI 10F IVail, C0 81658-3149
PROJECT: Llftslde Building, east of llesthaven Driye and t{estin llotel , South Fnontage Road test, Yall, Colo.
PLACtl'lEllT L0CATI0I{ :Slab-on-6rade, Ski Locker Roon.
BATCH TICKET IIIFORI,IATIOI{
TRUCK 0. 97
TIl,l€ BATCH€D: 9: 14 All
TtcKET lr0. 0u400
TIl,lE ARRIVEll: 9:30 All
SUPPLIER: Uestern ilobi I e
l.{IX DESIGI| l{0. 44 dfiber
TlllE PIACED : 9 : 42 All-CU. Y0.LOAD/ACCI l,l: 7/21135
FIELD TESTIIIG II|FORIATION SAI{PLE TEI{P: 64 'F AIR I[ilP: 30 T
TIIG TEST TAK€ll: 9:48 AH SLUIIP: 5 lll, AIR C0]{TEI{T: 6.41 UET U]{IT tlEI6HT: 135.2
J08 SPECIFICATIoI{S: SLUIIP: 4 Ill. AIR COI{TEI{T: 3l ITATER AODED AT SITE 18 GAL.
CYLIIIOER II{FORHATI()N
0. 0F CYLIIDERS: 6 CYLIIIDER SIZE: 6"x 12', TIIIE CYLIIIOERS CAST:9:58 All tlH€RE CAST: 0n-Slte
CURIXG I tlF0RtrlAT lofl
II{ITIAL CURE: 24 hours 0n-Site
DATE RECEIVED AT LA8: 3-12-94
FIEID STORAGE FACILITIES: Heated Trailer (except FC cyl i nder,
BY: Frank Potvin l.llll/l'lAx
AGE
DAYS
OATE
TESTED
TOTAL LOAO
(tss )
DIAIIETER
( fi{cHES)
AREA
(stl Iil)
col|P. sTR.
(PSr )
TYPE OF
FRACTURE
CYIII{DER
IJEIGHT
(L8s)
CYLIIIOER
UHIT UEIGHT
(PcF)
7
7
r?m
28
28
28H
3- 18-94
3-18-94
3-18-94
4-8-94
4-8-94
4-8-94
90,000
87,000
96,500
6. 08
6,09
5.99
29.03
29.13
28.18
3100
2990
3420
shea r
shear
shear
DESICI{ ST&E}IGTH 4OOO PSI E 28 OAYS
TESTS 8Y LABORATORY PERSOIII{EL ARE I1{ ACCORI)AI{CE I{ITH APPTICAELE ASTI,I IIETHOOS UI{IESS OTHERI'ISE IOTEI|
SO}IE I I{FORIIAT I OII OF TEST REPORT I,IAY 8E PROVIDED BY OTHERS
REHARKS: * FC=field cure. tX daraset accelerator added to thls mix,
COPIES: R.A. l{el son & Assoclates, Inc.i
Town of Vail; llestern llobile;
J V A, Inc.; GHatfmey Pratt Schultz;Carolyn Adams EobbY J. HaYs
FIELD OBSERVER APPROVED 8Y
CHEN-NORTHERN, tNC.
COIISULTT I{G EIIGII{TTRS AIID SCIEI{TIST5
REPORT OF CONCRETE TEST CYLINDER DATA
Ar a muturl piotactlon to ellant3. th. psbl{c lnd o!r3clv.:r rll r.poitr .r.. 3ut||'ltt.d .3 th. coitldl.|itfrl ProP't'ty of
cllants, end truthorlzatlon lor gubllcatlon of atrtanr.ntr. coaclusloni or .rtfrctr frd or fagafdlng olr raPortr 13 r:"Grvcd
;;;ii[';;-fiitin ipprovar. 5i'iiii-iiit'to-aiipJilu "r . iii"-i.it i "i' t i"comp I ctcd r.'!1..r 6th.r ;rrlns.ltlntr Itr"d to
ln wrltltrg.A"";i;; ;i th. !!t group of co|nprnl.i For tlo' oGt13A 5/91
T0: ilECtl Enterprl ses JoB !t0. ,f 178 93-3 DATE: 3-14-94Attn: [ustaquio corti na
P.0. Box 3109 SHEET t 0F IVaiI, C0 81658-3149
PR0JECI: Liftside Building, east of llesthaven Drive and l/estin Hotel , South Frontage Road llest, Vail. Colo.
PLACEI{EiIT LOCATI0I{: Floor 5l ab,B-51 &52.
EATCH TICKET lllF0RllATI0lt SUPPLIER: |lestern ilobi le
TRTCK t{0. 1l'l TICKET flO. 0ll4l5 ilIX 0ESI6|{ l{0. 44
TIl,fE BATCHEO: 6:59 All TI}IE ARRIVE0: 9:20 All TIlt€ PLICED: 9:28 All-CU. YD. L0NIACCINI 7lzll49
FIELD IESTIIIG II{FORI,IATIOI{ SAI.IPLE TEMP: 67.F AIR TEI.IP: 30 T
TIIIE T€ST TAKEfl: 9:36 A SlUllP: 5 tll. AIR COl{TEilT: 5.51 lrET l,lllT |EIGHT: ---
JOB SPEGIFICAT I0tlS: SLUttP: 4 lll. AIR C0llTEl{T: 3 * tfATER A00ED AT slTE 7 6AL.
CYLII{OER IIIFORIIATIOII
t{0. 0F CYLIT{DERS: 7 CYLII{DER SIZE: 5'x 12" TII'IE CYLI}I0ERS CAST: 9:46 A}l IIHERE CAST: 0n-Site
cwu6 lltF0RliATlol{
InITIAL CURE: 40 hours On-Slte
DATE RECEIVED AT LAB: 3-!6-94
FIELD ST0RAGE FACILITIES; Heated Job Trailer
8Y: l|ark Jensen l,llt{/l'lAx
A6E
DAYS
DAIE
T€STEO
TOTAL LOAD
(LBS)
DI AI.IE TER
( r]{CHES)
AREA
(sQ Il.|)
cor,rP . sTR.
(PSr)
TYPE OF
FRACTURE
CYII IIOER
IIE I GHT
(LBs)
CYLIIIDER
UI{IT UEIGHT
(PCF)
7
7
7FC
e8
za
28H
28H
3-?l-94
3-21-94
3-el -94
4- 1l-94
4-l l-94
4-11-94
4-11-94
94,500
100,000
99.500
5.99
5.99
5.99
28.18
28.18
28. l8
3350
3550
3530
shear
shear
shear
OE5IGII 5TREIIGTH 4OOO PSI € 28 DAYS
TESTS BY TABORATORY PERSOIII{€L ARE IN ACCORDAIiCE IIITH APPLICAELE ASTI'I I.I€THODs UIILESS (ITHERUISE IIOTED
SOI.IE II{FOR}IATIOI{ OF TTST REPORT MAY BE PROVIOED BY OTHERS
REIIARK5:,51 daraset accel erator added to thi s rnix.
COPIES: R,A. llel son & Associates, Inc.;
Town of Vail; Uestern tlobile;
J V A, Inc.; Gvrathney Pratt Schultz;Carolyn Adams Brian Scanlan
FIELO OE5ERVER APPROVEO 8Y
..;
t
=c
9lE
h atl
ccoo^
:: cled
=o-=<
(U
o
!o
ElE
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F}a-d>r Ool-rF..c |qq.rJ .-,,
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ott r!
0{, {t
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(\I 1
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tl- 76lp -'dE a
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oo
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q- -co .lrt-
-PC
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O.sorl(\lsf(\l l!leGI
FlrJtrl lrlF-4Vta
ut
ar,
I(rt€rr.ocD=
eqtoA..klOE-ctJCt Frt:, <ct
&.o4lrl&
s=
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?E
8.il6P
4lrlrl!
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oo o.tl, .r- Ctr I.r 5<t@g cr?.| r.)ctt\ldtro
O ra X@+t=ot:lrlc:lOlrJ (., l.J =drD
= COF <i=c, +,1r.l +t . .! (t€
=<c> - ot_. lLoJol-=-6
CHEN-NORTHERN, INC.
COIISULTII{G E1{6II{EERS AI{D SCIEI{TT STS
REPORT OF FIREPROOFING THICKNESS, DENSITY AND BOND STRENGTH
T0: llECll Enterpri ses J08 t{0. I 178 93-3 OATE: 2-24-94Attn: llr. Eustaquio Corti na
P.0. 8ox 3149 DAITY REPoRT ll0, 5l SflEET 2 0F zVail, C0 81658-3149
PRoJECT: LiftsidB Buildtng, Vail, Colorado
I.IATER IAL SPECIFTCATTOl{5
IIAIIUFACIURER Grace ilonokote ltK b
COi{TRACTOR Rolling Plain
8OI{D STR€I{GTH (PSF)DEllslTY {PCF) l5+
PROJECT COIIOITIOIIS
SUBSTRATEPREPARATIOI{S notobserved AI,IEIEI{T TEI,IPERATURE
SAI'IPL E
}IUI.IBER
TEST AREA
I/ET
VE IGHT
tt8s)
ORY
I'E I6HT
(LBs)
I,IOI STURE
(s)
DEIISITY
(PcF)
I
2
J
Unit B-22, beam between master and niddle bedroom,8' north of south rall.
Unit S-22, decking in bath nsrth of bedrocrm #3,
16' south of north wall.
Unit B-22, colunn between llvlng roorn and bedroofll
#2, 6' north of south wal1.
iA}IPLE
IU}IBER
l,tIflIHUll
THICKIIESS
(Il{)
irAx Il,tur,l
THICKI{ISS
(il{)
AVERA6E
TltIcKt{Ess
(Ifl)
DES I61{
THICKI.|ESS
( Ir{)
80il0
STREI{GTH
( PsF)
REIIARKS
I .88
.31
1.13
l.oJ
.69
I .56
i. 11
.44
l.4l
I.0
.38
1.38
PROGRESS REPOR.T:
C0PIES: R. A. Nelson & Asso. - Attn: Rick Agate
J. V.A., Inc.
Gwattmey Pratt Schul tz
Town of Vai I
Carolyn Adans Fred R. Caneron
FIELD OBSERVER APPROVED BY
Ai. mutu.l protcctlon to cll.htr, th. publlc.nd ourr.Ivaa, all raportE .r. ssbmlttcd at th. confidcntl.l pioP.tty ot
cllcnt!. ahd .uthor.lt.tlon for psbllc.tlon of 3t.t.m.ntr. Conclu5lon3 or ar(trlctr trom oi r.g.rdlng our raports lr r.t.rv.d
pendlng our |irlttan aFPr'ovrl.
A nc$bar of tha !I! gioup of cottDanl.s
CHEN-NORTHERN, INC.
colsutTmc EtGtilEEns AxD sctEltlt$s
REPORT OF S?RUSIT'RAT STEEL
TO: IIECH Enterprises JOB lto. 4 178 93-3 DAIE: 2-29.94Attn: €ustaqJio Cortina
P.O. Box 5149Vait, c0 81658-3149 DAtty REpORr ilo. SZ SIEET t OF I
PRoJECT: Liftsid€ Euitding Esst of gesthaven orive and gestin rotei, south trontage Road gest, vail, colorado.
The shear studs r.er€ acousticatly t$ted m the fifth floor levet, 80, 3t, betHeen grid lines 13-21
and AA'R. Att of the studs Here hit rith a h4ner aird thre€ Her! bent 15 degrees xithdrt failure.
Atl of the studs 6re considered acceptable.
The Hetds lere visuatty obeerved ard the bolt6 Here checkd for a snug tight cordition on the tift
fraring. 9g' 6t I95t 9t', betueen grid tines 2-21 and !-?. ton rool tevel, 101, Dtr, betr.een grld tines
13'22 and O-2, sixth ftoor level, 101, 0u, bet{een grid tines 2-13 ard AA-L and the 7th fl.oor Levet,
ll1'6'r, betnben grid Lines 2'13 and L-tl. ALt of the bolts and uetds tere forrd scceptable except
at the loft tevel. one retd ]ras nissing on the er|bed ptate connectim at U.Z-17 ani botts rere
found loose or nissing at the beam to beEm comections at A-13, Z-18 and Z-19. fhese connect i dts
refe rmrked cith r*tite Paint.
PR0GRESS REP0RI Jeff xith R. A. l'letson ard Bob rith the erection crel rere informd of nry obeervat i ons.
GOPIES! R.A. llet son & Associates, lnc., Attn: ilr- Rick Agata;
J V A, Inc.; GrathrEy Pratt Schultr;
ToHn of Vail, Attn: l,lr- Dan Stanek;
Dafrelt lluss
FIELD OBSETVER
fred R. Caneron
APPROVED BY
Ar a fiuturl prot.ctlon to cll.nt!, th. publlc and our3alv.s, .ll r€pgFtr rF€ 3ubnitted rs tha conlldantlal proPcrty of our cllattt3, rnd
arthorizltton lor pt|bllcatlon of 5t.tcm.nt, Conclr3lont or.rtilcti tron or r€grrdlng our rGportr li r.s.r.ved pGndlng our|'iltt.n apPr'ovat.
Srmplcr wlll b. dl3Fo3cd of aftcr tcatlng ll complctcd unl.3* oth.r |rrangqnanti.ra rgrerd to ln writlng.
A nlenb€r of th. g!! group of comprnlar r.,k i.. crEre ./er
03/o'/94 13:26 FAf 30,t ?t{ 0!10
"r,rf,r.."
CEEIII-NORIf,Mfl +++ GLFD SPII$CS @oor
t 56!r:20339
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CA
CHEN-NORTHERN, INC.
COTISI'LTIl{G ETIGINEERS AIID SC I EI{TISTS
REPORT OF FIREPROOFING THTCKNESS, DENSITY AND BOND STRENGTH
T0: l'lECl,l Enterprises JOB 0. .4 l7s 93 3 DATE: 3-l-94Attn: llr. tustaquio Corti na
P.0. Box 3149 DAILy REp9RT tlg. SZA SHEET z 0F 3Vail, C0 81658-3149
PR0JECT: Liftside Building, VaiI, Colorado
I'IATER IAL SPEC IFICAIIOI{S
}|AI{UFACTURER Grace llonokote
C0IITRACT0R Rol I in9 Plain
B0t{0 STREflGTH (PSF)DE|{SITY (PCF)
PR0JECT CoNDlllolrs
SUBSTRATE PREPARATI0|{5 not observed AHEIEIIT TEI.IPERATURE
SAMPLE
IIUiIBER
TEST AREA
I,IET
T'E I GHT
t L8s)
DRY
UEI6HT
(LBs)
I,IOI STURE
G)
DEI{S ITY
(PCF)
I
L
4
Unit 8-31, beam betreen living room & bedroom #3,
10' south of north lall
Unit B-31, colunn, northeast corner balcony of
bedroom #3
Unit B-31, decking, 3' west of east wall & l2'
north of south wal I
Unit B-32, beam, bedroom #2, 6' south of north wall
& 14' east of vest vral I
2.27 1.32 fz l'f .3
iAr.tPLg
tuil8ER
r{It{ Iilu}r
TH I CKIIES S
( rr{)
HAX I l.trjtl
TH I CKI{ESS(lr)
AVERAGE
TH ICKI{E5S
(Il{)
DESIGI{
TH I CK}.IESS
( rr{)
BOI{D
STREl{GTH
( PSF)
REI'IARKS
I
?
.94
I.25
,JO
.88
1.38
I .81
.87
1.44
1. 11
l.5t
.71
1.14
t.0
I .38
.38
1.0
PRO6RESS REPORT:
CoPIES: R. A. fielson & Asso. - Attn: Rick Agate
J.V.A., In€.
Gwattmey Pfatt Schul tz
Torn of Vai I
Carolyn Adarns Fred R. Cameron
FIELD OBSERVER APPROVEO 8Y
A3 a |nstull pr.ot.ctlon to cllontrr th. publlc rhd o!rtclv.3, rlt repoFtr rr. ssbrrlttld 15 th. confld.ntlal Prop.rty ot
.. cllaats. end authorlzation for plbllcrtlon of statanEnta. Conclu3lonr or attrrctt frotr or t^cgar-dlng our FaFgitt lt tatcrvad
pendlng oqr rrlttan .pprovrl.
A Dartbcr of thc EI! grouF ot coGptnf.r
CHEN.NORTHERN, INC.
COI{SULTIIIC EIIGII{EERS At{D SCTEl{TISTS
REPORT OF FIREPROOFING THICKNESS, DENSITV AND BOND STRENGTH
T0: ll€Cll Enterprises J08 tt0. 4 178 93 3 OATE: 3-t-94Attn: ilr. Eustaquio Corti na
P.0. Box 3149 SAILY REPSRT l{0. 52A SHEET 3 0F 3Vail, C0 81658-3149
PR0JECT: Llftside Euilding, Vail, Colorado
].IATER IAL SPECI FICATIOI{S
IIAIIUFACTIRER Grace llonokote
COI{TRACTOR Rolling Plair.
B0r{0 STREilGTH (PSF}DEilSITY (PCF)
PROJECT COIiDI TIOTIS
SUESTRATE PREPARATIOIIS A}IBI EI{T TEI.IPERATURE
SAI4PLE
IultBER
TEST AREA
I{ET
I.'EIGHT
(L8s)
DRY
I{EIGHT
(L8s)
IIOI STURE
(x)
DEl{SITY
(PcF)
(
o
Unit B-3?, coluu between living roor & bedroom #3,
22' north of south rall
Unit B-32, decking, naster bedroon, 4' north of
south wall and 4' Yest of south wall
iAI,IPLE
IUiIBER
lrIilIMUr'l
THICKIIESS
( I1{)
t'tAxlltutl
THICKI{ESS(n)
AVERAGE
THICKIIESS
( Ifl)
DESIGTI
THICKIIESS
(fii)
BOl{D
STRE]IGTH
(Psf)
REMARKS
o
t.?.5
.38
1.88
.69
I .53
.56
1.38
.38
PROGRESS REPORT:
COPIES: R. A. llelson & Asso. - Attn: Rick Agate
J.V.A., Inc.
GrathrEy Pratt Schultz
Iom of Vai I
Carolyn Adams Fred R. Carneron
FIELD OBSERVER APPROVED BY
Ar. mutu.l protactlon to cIlant3. tha tubllc and our!.lvca. .ll r.por,tr .r. rubmltted.r th. confld.ntlrl prop.rty of
cllantr, and authorlart{on tor publlcrtlo|t of it{t.{Fnt3, Concluslon. oi extrect3 from or rcgrrdlng our rrporti lr r.3.rv.d
pcndlng our |.rlttcn .pprovrl.
A mcnb.r ol th. !!! group ot co|!9rnl.r .
cgaN-NoRTHERN, INC.
oolsuLl|[c EltEmEERs AilD SCIEI|T t STS
REPORT OF STRUCT{JRAIJ SIEEL
TO: iECf{ Entergfises J08 [O. 4 ,|78 93-3 DATE: 3-8-94Attn: Eu6taquio cort ina
P.o. Box 5149vait, co 81658-3149 DAIIY REPoRI xo. 53 sllEET I oF I
PROJECI: tiftside Buitding East of Uesthay€n Drive 8rd llestin llotel, south FrdrtEge Road Llest, V.it, Colorado.
The shear studs s€re acoustical [y tested on the 6th ftoor level, 90r 5||195, gti. betHeen grid tines
2-21 and L-Z ard on the lor roof leveL, l0l, 0r., betHeen grid Lines Z-13 ard L-Y. Six sttds flere
bent 15'ard atl, the studs rhen hit Hith a hal:r, rere detrrmin€d to be aeceptabte. lhc side tapc
Here not button Ffched on thr tol roof tevet, 101, 0n deck.
The A525 bolts and fittet Hetds rere visuatty obeerved on the sth levet, 80t 0nl85' 3'r and 6'th
levet. 90, 6.t195' 9t. betreen grid lines 13-19 6rd L-S. The botts and retds rere fourd to be
acceptable excrpt the bcar to cr1H plate csrlectiqr on grid line 13.1 at o .rd P. lhe enM rer€
set los and onty the botto half of the $hesr tab coutd be $etded to the sH plate.
lhe botts th€t Her€ missing m line 10.5 betrccn o and q (see report dated 2-15-94) snd on line Z
rt 13, 18 ard 19 (see report dated 2-78-91., rere irtalled ard tightened durirE ny presence. These
connect i ons are scceptsbte.
The $etds noted during the above dates have not been correctd.
Sixteer momnt comect i ons Here ultrasonicsLty tested and ane acceptabte (See attaehed flos report. )
PRoGRESS REPoRT Bob r{ith the e.ection crefl |,as infonned of nry oboervation.
COPIES: R.A- lletson & Associates, lnc., Attn: llr.
J V A. lnc,; Grrathney Pratt schultz;
Toxn of Vail, Attn: llr. Dan Stanek;
Rick Agatei
I
I
I
Darrel I Husg
FIELD OBSERVER
Fred R. cameron
APPROVED BV
A3. mqtutl pr-ot.ctlon to cll.nttr tha publlc and ouri.lvcar lll r.poita rr. rslxnltt.d !5 th. confld.nt'l.l prop.rty of our cll'ntr' 'ndruthorizltlon tof publlcrtlon of 3tatcmant. Concluslon3 or axtrlctt trom or rclfd{trg ol|r raport!-19 rasa-fv.d pandlng our wiltt'n appl^ov'l '
Srnplcr wlll b. dirpo3.d ot rlt.r t!3tlng li cornpl.t.d unl..3 oth.r .rr.ngdr.nt3 .r. eEr..d to ln wFltlng.
A ;crb.F of thc !.!!! group ot co||F.nl.i -. cfto:a ',/'r
- -03/tt/i4 "'"
"::"::n:t,.or'*
rI!,* Clrr.r- lb.$..r^, 3.c
.ror* V*il - fsflitda ffrip
CEEN-N0RTf,ERN +++ GLIID SPRINGII
I s6r: !:orr s nec qsl'cn
r's"lotJ.
6ool
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;
CHEN-NORTHERN, INC.
colsuLTt [c Eltc tEERs AID sctE]tTlsTs
REPORT OF CONSTRUCTION ACTIVITIES
ilECl{ Enterpri sesAttn: Eustaquio Corti na
P.0. Box 3149VaiI, C0 81558-3li[9
JOB t{0.178 93-3 DATE: 3-9-94
OAILY REPORT lio.54 sHEET OF
PR0JECT: !iftside Buildlng east of Uesthaven Orive and Ilesti n Hotel ,South Frontage Road Uest, Vall, Colorado.
IIEATHER COI{DITIOIIS A]{D TEIIIPERATURE
C0NTRACT0R'S COilSTRuCTl0ll ACTIVITIES: Pl acernent ol concrete for floor slab.
PERSOIIITEL:
ilAJ0R EQUIPITEIT:
ACTIVITIES:
Pump truck - Cal co
Concrete was placed for floor slab of the loft of 'level
Pl acement ras nade by uslng a pl'mrp truck.
8-51 ,52.
CHEI{-NORTHERII'S SITE ACTIVITIES
lJe nere on the jobsite as requested to test the concrete being placed for floor slab 8-51, 52loft. (|ne fleld cure cylinder was cast along rith six cyl i nders for heated initial cure.
Seven cyl i nders rere picked up fron yesterday's pour.
VERBAT COI.II,IUI{ICATIOII I'ITH COI{TRACTOR, EilGII{EER, ARCHITECT, OIINER
Dave infonned ne of concrete pours starting at 8:30 A.H. on Thursday and Friday, Harch l0 and 11,
1994.
COPIES: R.A. l{elson & Assoclates, Inc.
J V A, Inc.l Gxatlmey Pratt Schultz lom of Vatt;j
Eilly Barbour
FIELO OESERVER
Fred R. Caneron
APPROVED 8Y
Ai a fiutu.I p.ot.ctlon to cllents, th. publle ahd our3rlv.r, rll rrports rr. submlttcd.3 th. confld.ntl.l prcparty of oor -cl l.nttr ltrd
luthorla.ilo; lor lubllc.tlon of riatcnpirt. concinslons or citrictr irqtt ir r.gatdlng our rcportt i3 rci.rvcd ienitng'our rr{ttcn.PFrov.l.
S.tnplcr plll b. dl3posGd ot aftar taitlng la co|npl.tcd unlc33 oth.r .rrungq|lcnt3 rr. rgrccd to {n rfltlng.
A mcmbar of the 4!! group of cofiprnlat
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=<4> =cl..JoF=ao
CHEN.NORTHERN, INC.
COI{SULTII{G EI{GII{EERS AI{D SCTEIITI STS
REPORT OF FIREPROOFING THICKNESS, DENSITY AND BOND STRENGTH
T0: ilECll Enterprises JOB 10. 4 l7B 93-3 DATE: 2-9-94Attn: l,lr. Eustaquio Corti na
P.0. 8ox 3149 0AILY REPORT ilO. 43 SHEET z 0F 3Vail, C0 81658-3149
PR0JECT: Liftside 8uilding, Vail, Colorado
I,IATERIAL SPECIFICATIONS
I'IAIIUFACTURER Grace ilonokote
CoIITRACT0R RollingPlain
801{D STREilcTH (PSF)DEN5ITY ( PCF)21 .4
PROJECT COIIDI T IOI{S
SUBSTRATE PREPARATI0T{S. not observed AIIB I E]{I TEI.TPERATUR E
SAi,IPLE
}I UI'4BER
TEST AREA
i{ET
I'E I6HT
(LBS)
DRY
VEIGHT
(LBs)
I'IOI STTRE DE]I5I TY
( PcF)
I
5
4
5
Unit C-11, col umn between llving roon & bedro€ir
Unit C-lI, decking, approx. centerllne of living
room
Unit C-11, beam, centerline of bean over dinino
area
Unit C-il, decking, bedroon #3, approx. centerlineof west hal f
Unit C-11, col urnn at northwest corner of mas. bedrm
3.44 1.78 21 .4
iAHPLE
IUMBER
M I1{ I ilUr,l
THICKNESS
(IN)
t'tAx I ttul,l
THICKT{ESS
(r1{)
AVERA6E
TH I CKIIESS
(il{)
DESIG}I
THI CKI{ES S
(Ii{)
80t{D
STREI{GTH
{ PsF)
REI.IARKS
I
z
3
5
1.0
.43
.87
.31
.93
I tE
.68
L.J'
.6?
L .87
1.39
l .22
.44
1.27
t.37
.38
1.0
.38
| .37
PROGRESS REPORT: * Ue advi sed contfactor that coverage Jn several areas, especially ares of test l{o. 5,
was less than requi red by job site specs. Contractor agreed to apply another coat to these areas,
COPIES: R. A. l{el son & Asso. - Attn: Rick Agate
J. V.A. , Inc.
Gwathrey Pratt Schul tz
Town of Vai I
Carolyn Adams Fred R. Caneron
FIELD OBSERVER APPROVED 8Y
A3 a |autu!l pr.otectlon to cl{.ntr, th. publlc rnd ourr.lv.., .11 report3.r. 3ubmitt.d as th. confld.ntJrl prop.rty ofcllcnts' lnd autho.lzltlon for publlc.tlon ot !t.tr{t|.nt!. concluElons or extrrcts fro or ragrrdtng our rcporti ti rcscrvedpcndlhg our l{r'lttcn lFprov.l .
A n€mbci of thc U!! group of con|panl..
o
CHEN-NORTHERN, INC.
COIISUTTI tIG EiIGII{EERS AI{D SCIEI{TISTS
REPORT OF FIREPROOFING THICKNESS, DENSITY AND BOND STRENGTH
T0: llECl'l Enterpri ses J08 ilO. 4 178 93-3 DAT€: 2-9-94Attn: llr. Eustaquio Corti na
P.0. Box 3149 9AILY REPoRT fl0. 43 SHEET 3 0F 3Vall, C0 81658-3149
PR0JECT: Liftside Euilding, Vail, Colorado
},IATERIAL SPEC I FICAT 1O}IS
I'IA UFACTURER: Grace l'lonokote
C0|{TRACT0R RolI i ns Plain
BOIIO STRENGTH (PSF)DEI{SI TY (PCF)
PROJECT CONDITIOIIS
SUESTRATE PREPARATIOIIS AflBIEIT TEIIPERATURE
SAI,IPLI
NUI'IBER
TEST AREA
UET
IJE I6HT
(LBs)
DRY
UE ICHT
(LBs )
I,IO I STURE
(x')
DEt{S TTY
( PCF)
6
8
Unlt C-12, beam over bath for bedroom #3
Unit C-12, decking, approx. centerline of living
room
Unit C-12, interior colurrns between living roan
and bedroom #l
iAI'IPLE
II,IIBER
l.lIllIllultl
IHICKI{ESS
( I[)
llAX I liluM
THICKI|lISS
( tN)
AVERAGE
TflICKilESS
(It{}
DES I GI{
THICKI{E5S
(rr{)
BOIID
STREIIGIH
(PSF)
REIIARKS
6
7
I
.87
.5t
1 .12
L -tt
.62
2.12
1.29
.5
i .61
1.0
.37
I .37
PROGRESS REPORT:
C0PIES: R. A. flelson & Asso. - Attn: Rick Agate IJ.V.A., Inc. I
Gwathney Pratt Schultz I Curolyn Adams Fred R. Cameron
Town of Vail I FIELD OBSERVER APPR0VED BY
A5 a mutu.l prot.eilon to cllant3, th. publlc.nd ours.lv.3r rll rcports rra 3ubrlttod 63 th. confldantlrl propcity of
clltntr, and .uthorlzrtlon for publlcatlon of strtcnrants. Conclu3lors or axtracts from or ragrrdltrg our rcportt l5 r!*.Fvcd
p€ndln9 our gflttan .pprov.l .
A tr.nb.r of tha !f! group of con|Flnlct
CHEN-NORTHERN, INC.
COI{SULTII{6 EI{GIIIEERS AI{D SC ]EI{TI SIS
REPORT OF CONCRETE TEST CYLINDER DATA
As .6utu.l prot€ctlon to cll€ntl, th6 Fubllc.nd osrsclvs$, rll raports ars 3uhrlttad r. tha confidl.ntl.l prgparty ol
€l{.nt.,r .nd ruthor{z.t{on for publtc.tlon of Btrtanants. Conclurlon3 or cxtrrci3 f'.qn or YGgrrdlng ou. YlpoFti i3 ratawc!
pendlng our wrltt.n approval. SrrDl.s rrlll b. dlrporad of rftlr t.!tlhg l3 cornpletcd unlats othcr .rrangdt nts tgrit.q to
in f,rltlng.
A ncmlir ii th. !!U group ol comp.nlG3 Form o. Ct'lEll3A 6/91
T0: HECII Enterprlses J08 t{0. 4 178 93-3 0ATE: ?-?4-94Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F I
Vai l, C0 81658-3149
PROJECT: Liftside Building, east of |lesthaven 0rive and Uestin Hotei, South Frontage Road l,lest, Vall, Colo.
PLACEI'iEI,|T L0CATIOI{: llall on L line between grid llnes 19 and P10, upper lift
BATCH TICKET IIIFORT.IAT IO}I
TRUCK r{0. 150
TIl.lE EATCHEI): 10:52
TICKET tIO. OT L?92
TItl€ ARRIVED: 11:20 TII.IE
SUPPLIER: llestern llobi I e
Mtx 0EsI6t{ r.10. 39
PLACED: ll :23 CU. YD. L0AD/ACCIJ!|:
FIELD TESTIIIG Il{F0Rl'lATlOl{ SAi{PLE TEl,lP: 63'F AIR TEIIP: 25'F
TIHE TE51 TAKEII; ll:34 SLU[,|P: 4 l/2 ]t{. AIR C0llTtllT: 6.1* UET UIIIT tlEI6HT: 136.9
JOB SPECIFICATI0I{S: SLWP: 4 It(. AIR C0tlTEtlT:4-8 % UATER AODED AT SITE GAL.
CYLIIIDER INFORI'IATIOIt
t{0. 0F CYLII{DERS: 7 CYLII{DER SIZE: 6"x 12" T Il,lE CYLII'IDERS CASI: 11:44 UHERE CAST: 0n-Site
CURIflG INFORI.IAT TOiI
I fl I TIAL CURE: 24 hours
DATE RECEIVED AT LA8:
0n-S i te
2-25-94
FIELD STORAGE FAC IL I TIES:
8Y: C. A.
tra i ler
l,lIl{/l.lAX
except for field cure cylind€l
AGE
DAYS
DAIT
TESTTO
TOTAL LOAD
(L8s )
OIA}IETER
( r r{cHEs )
AREA,
tsq IN)
c0ttP. sTR.
(Psr)
TYPE OF
FRACTURE
CYLIl{DER
I{EIGHT
(LBs)
CYL IIIOER
UI{IT UEIGHT
(PcF)
7
7
7FC
28
28
co
28
3-3-94
3-3-94
3-3-94
3-24-94
3-24-94
3-24-94
3-24-94
116,500
123 ,000
114 ,000
149,500
143,000
rs2,000
149,000
6 .08
6.00
6.00
6.08
6.09
6.08
6.08
29.03
28.27
28.27
29.03
?9. l3
29.03
29. 03
4010
4350
4030
5150
4910
5?40
513 0
shear
shear
snear
con/spl it
con/spl i t
con/sp1 i t
con/spl i t
OESIGII STREIIGTH 4OOO PSI @ ?O DAYS
TESTS BY LABORATORY PERSOIII{EL ARE ItI ACCORDAI{CE }'ITH APPLICABLE ASTI'I I,IETHODS UI{LESS OTHERI{ISE IIOTED
SOT{E INFORI,IATIOII OF TEST REPORT I,iAY 8E PROVIOEO BY OTHERS
REIIARKS :
COPIES: R.A. llelson & Associate6, Inc.:
Town of VaiI; llestern I'lobi le;
J V A, lnc,; ovrathn€y Pratt Schultz;Carolyn Adams Bobby J. Hays
FIETO OBSERVER APPROVEO BY
CHEN-NORTHERN, INC.
COI{SULTII{G EI{CI NEERS AI{D SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As ! mt|tull protectlon to cll.nts, th. publlc and ourielv.s, !ll r.ports are subthltt€d .s the confldl.ntirl propcrty of
€'ll€nts, .nd.uthortzrtton for pub'llcatlon ol stltd|l€ntg. Cohcltr3lon3 or.xtrlcts frorn o. r.g.rdlng our Fcports ls rc3.rv..l
p.ndlng osr wrltt.n .pprov!1. Samples wlll b. dispos6d ot rft.r tGitlng i5 cdnPl€tcd rnlcts oth.r lrrlng€'|.ntt rgr..d to
ln wri tl ng.
A n|emb.r ;f the ElB gioup of conp.nics Forrn No. Ct'lEll3A 6/91
T0: tlECl{ Enterprises JOB l{0. 4 178 93-3 DATE: 3-16-94
Attn: Eustaquio Corti na
P.0. 8ox 3149 SHEET 1 0F tVail, C0 81658-3149
PROJECT: Liftside Building, east of llesthayen Orive and llestin llotel , South Frontage Road llest, Vail, Colo.
PLACEIIEI{T L0CATI0Ii: Floor 51ab, Lower Sections of Employee Unit and Recreation Ro(Fn,
BA1CH TICKET IIIFORIIATIOI{ SUPPLIER: IJestern l.Iobi Ie
TRUCK l{0. 100 TICKET l{0. 0l 1441 l,tIX DESIGI{ tio. 44
TIME 6ATCtlt0: 8:50 All TIME ARRIVEO: 9:15 Alt TIIIE PTACED: 9:28 Alt-CU.YD.L0AD/ACCU}|: 7/21128
FIELO TESTIIIG TI{FORI,IATIOI{ SAI'IPLE TE P: 7?.F AIR TE},IP: 35 "F
TIt'lE TEST TAKEIi: 9:42 All SLUllP: 5 1/2 Il{. AIR C0l{TEl{T:5.2 Z l/ET Ul{lT UEI6HT: 138.5
JOB SPEC I FICAT l0il5: SLUIIP: 4 lll. AIR CONTEI{T: 3 % \i,ATgR ADDTD AT SITE -- 6AL.
CYL I I{OER II{FORIIATIOII
t{0. 0F CYLINDERS: 7 CYLIIIDER SIZE: 6"x le" TIIIE CYLII{DERS CAST: 9:52 Alil UHERE CAST: on-Site
CURIN6 I IIFORMAT IOII
INITIAL CURE: 24 hours
DATE RECEIYED AT LA8:
0n-5i te
3- 17 -94
FIELO SIORAGE FAGILITIES :
8Y: Bri an Scanlan llIll/tlAX
AGE
OAY S
OATT
TtsTt0
TOTAL LOAD
(rBS)
O IAIIETER
( 1r{cHES )
AREA
tsQ IN)
col.tP . sTR.
(PsI)
TYPE OF
FRACTURE
CYLIT{OER
VEiGHT
(LBs )
CYL TIIt)ER
UI{IT UEJ6HT
(PcF)
7
7
7FC
28
?8
?8H
Z8H
3-23-94
3-?3-94
3-23-94
4- l3-94
4- 13-94
4- t3-94
4- l3-94
92 ,000
92 ,500
102,000
5.99
6.08
5.99
28.18
?9.03
28. i8
3260
3190
36?0
Shear
snear
shear
DESiG}I STREI{GTH 4000 Pst 6 28 DAYS
TESTS BY TABORATORY PERSOI{I{EL ARE I1{ ACCORDAI,{CE I.'ITH APPLICABLE ASTITI I.IETHODS UNLESS OTHERUISE I{OTED
SOI.IE I IIFORI{AT ] ON OF TEST REPORT I.IAY BE PROV]OED BY OTHERS
REI4ARKS:
C0PIIS: R.A. llelson & Associates, Inc.;
Town of Vail; Uestern flobi le;
J V A, Inc.; Gwatimey Pratt Schultz;Carolyn Adams Bobby J. Hays
FIELO OBSERVER APPROVED 8Y
CHEN-NORTHERN, INC.
COI{SULTII{G EIICIIIEERS AI{D SC IEIITI SIS
REPORT OF CONCRETE TEST CYLINDER DATA
A5 . mutur'l protectlon to cll.nt9, thc Fubllc rnd orfr.lv.r, .ll rlports !r€ ssb ltted rs th. confldlcntl.l pl'op€rty ot
c\lahts, a$d .uthorlz.tlon for publlc.tlon of statdn€nts. Conclurlons or €rtractE frorn or rag.adlng orr rcport! ls r.3.ivad
pard{ng our wrlttcn .pprovrl. S.oplas wlll be dlsposld of aftcr t€ltlng is cooFl!t.d unl.si othct' lrra$gs!r'lnt3 tgr.Cal toln vri{tl ng.
A m€mbcr of thc U!! group of co||tp.nl.s For't't tto. Ct*ll3A 6/91
T0: l,lEClt Enterpri ses JOB N0. 4 178 93-3 DATE: 3-17-94Attn: Eustaqui o Corti na
P.0. 8ox 3149 SttEfT I 0F I
Vai l, C0 81658-3149
PR0JECT: Liftside Building, east of |Jesthaven Orlve and Uestin Hotel , South Frofltage Road lrest, Vail, Colo,
PLAC€HEIIT LOCATIOI{:Slabs for Units C-71 and 72.
SATCH TICKET i]{FORI.IAT IOt{
TRUCK t{0. 161
TillE BATCHED: 9:01 At'l
TICKET t{0. 01 i455
TII{E ARRIVTD: 9:20 Al'l TI}IE
SUPPLIER: Uesteh l,lobi I e
MIX OES tct{ l{0. 44 x/fi ber
PLACEO: 9:25 AI{-CU. Y0.LOAD/ACCtN: 71141
FIELO TESTIIIG II{FORIIAT IOII
TltlE TEST TAKEN: 9:34 All
JO8 SPECIFICATIONS:
sLuftP
SLUI'IP
6 I .
Iit.
SA}IPLE TEMP:
AIR COIITENT: 4.5}{
AIR COI{TEI{T: %
l4 "F AIR T€tlP: 30 "F
VET ttlIT UEI6HT: 138.9
IIAIER ADDED AI SITT 19 GAL.
CYLIIIOER INFORMTIOII
l{0. 0F CYLIIIDERS: 7 CYLIII0ER SIZE: 6"x 12" TIIIE CYLII{DERS CAST: 9;44 AH UHERE CAST: 0n-Site
cuRIft6 Ir,rF0Rr{ATI0r{
IlllTtAL CUR€: On-Site FIELD ST0RAGE FACILITIES: Heated frailer (except FC)
DATE RECEIVE0 AT LAB: 3-?l-94 BY: Hark Jensen llit{/}'lAx
A6E
DAYS
DATE
TESTED
TOTAL LOAO
(LBs)
OIAI'IETER
( rilcHEs )
AREA
(sQ n)
cottP . sTR.
(Psr)
TYPE OF
FRACTURE
CYL I IIDER
IIEIGHT
(LBs l
CYLIIIDER
UIIiT lITIGHT
(PcF)
7
7
Ilc
28
?8
28H
28H
3-24-94
3-?4-94
3-24-94
4-14-94
4-14-94
4- 14'94
4-14-94
101 ,000
102,500
113,500
5. 99
5.99
5.98
28.t8
28. 18
28.09
3580
3640
4040
snear
shear
c0n,/shear
DTSIGII STREIIGTH 4OOO PSI @ 28 DAYS
TESTS BY LASORATORY PERSOI,IITEL ARE III ACCORDAiICE VITH APPLICAELE ASTI'I MEIHODS Ui{LE5S OTHERIJTSE flOTEO
SOI.IE I IIFORI'IAT IOII OF TEST REPORT I'IAY BE PROVIDED BY OTHERS
R EfiARKS :
CoPlE5: R.A. Ne'l son & Associates, Inc.;
Town of Vail; llestern l{obile;
J V A, Inc.; Gwathney Pratt Schultz;Carolyn Adans Brian Scanl an
FIELD OBSERVIR APPROVED BY
CHEN-NORTHERN, INC.
COIISULT I I{G EIIGIilEERS AIID SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: ttECll Enterprlses JOB lt0. 4 l7B 93-3 DATE: IA-3-93Attn: Eustaquio Cortina
P.0. 8ox 3149 SHEET I 0F zVail, C0 81658-3149
PROJECT: Liftsid€ Euilding, east of Yesthaven Orive and Uestin Hotel , South Frontage Road ttest, Vail, Coio,
PLACEXENT L0CATION: Grld Lines P-5, L through Q to eleva on 80.0'
BATCH TICKE] I IIFORI'IAT I OIt SUPPLIER: IJestern IiTobI Ie
TRUCK !r0. 150 TICKET l{0. 010717 l||IX DESIGI{ t{0. 39
TlltfE EATCHE0: 9:27 All TIit€ ARRIyED: 9:41 trl't TItitE pLrcED: 9:43 AH-cU.yD.L0AD/Accuil: 7lzl
FIELD ltSTIllG IllFoRl,lATIol{ SAI,|PLE TEilP: 56'F AIR T€trtp: 23 'F
TIME TEST TAKEI{: 9:48 Al{ SLUIiP: I 1/2 It{. AIR COltTEl{T: 5.01 UET UIIIT l{El6HT: 143.8
J08 SPECIFICATI0I{S: SLUIIP: 4 ltt. AIR COtlTEl{T: 4-8% l,rATER ADDED AT SITE 4 6AL.
CYLINDER iI{FORMATIOII
t{0. 0F GYLITIDERS: 6 CYLIIIOER SIZE: 6"x 12" TIIIE CYLII{DERS CAST: 9:52 Al,l }JHERE CA$T: 0n-Site
CIJRIIIG I }IFORI{AT I OII
It{IIIAt CURE: 0n-Site
DATE RECEIVE0 AT LAB: l?-6-93
rIELD STORAGE FACILITIES:
8Y: llark Jensen
Heated Jobs I te Trailer.
Il{/}lAX: 70173 degrees
AOL
DAYS
DATE
IESTID
TOTAL LOAD
(LBS)
DIAI{ETER
( TNCHES )
AREA
(sQ rr{}
col,lP . sTR .
(Ps r )
TYPE OF
FRACTIIRE
CYLII{DER
UE IGHT
(tBs)
CYL J IIDER
UNIT UEICHT
(Pcr )
7A
28A
28A
284
284
12 - l0 -93
l2- 10-93
12-3 r -93
r ? - 31-93
12-31-93
t2-31-93
I30, 500
13s,000
156,500
147 , 500
1.48 ,000
157.000
6. 08
6.05
6. 08
6.08
6. 08
5.99
29.03
ao.tJ
29.03
?9.03
29.03
20.10
4490
47 00
539 0
5000
5100
5570
coni cal
con/shea r
shear
snear
shear
shear
DESICI{ STREI{GTH 4OOO PSI @ 28 DAYS
TESTS BY LABoRAIoRY PERSoNIIEL ARE Ili ACCoRDAI{C€ IITH APPLICABLE ASTM Ir{ETH0DS UI{LESS 0IHERIIISE lloTEo
SOI.IE I NFORI.IAT I OI{ OF TEST REPORI I4AY BE PROVIOED BY OIHTRS
added mi x,
4000pour psi
REMARKS:
Job
was
nal l
to
is
non-cloride accelerator
specification for thi s
COPiES: R.A. liel son & Associates, Inc
To*n of Vai l ; llestern l{obi I e;
J V A, Inc-; Gwatlmey Pratt Schultz Erian Scanlan Eobby J. Hays
FIELO OESERVER APPROVED 8Y
43 a muturl Frol.ectlon to clJqnts, th! pub'l'lc
cliehts, .hd .utfiorlultlor for publicatlon ofpendlng our- wrlttcn approvrl. Srrnpl.i wlll bsln wrlting.
A nehber of thc 4l! g'.oup of colltanl.t
.nd ourscl ves, rll r.portt
3tatemant3. co$clr3lcn3 0t
di spo3cd of.ftar t.rtlng
.r. subm{ttod a3 thc contldicntlrl pr.opGr.ty olaxtr"lct3 lyom or ragardlng gur r.portr l3 |"riaivadls corplated unla!a othar rrrangah€nt3 agr.€d to
Forrn l{o . CM€ll3A 6/91
CHEN.NORTHERN, INC.
COI{SULTII{G T}ICII{EERS AND SCI EITTISTS
RryYru
REpoRr oF coNcRErE rEsr cyLtNToF.q0mfi, DEV, DEPI
,lF*"'..
T0: llECil fnterprises JOB 0. 4 l7B 93-3 DATE: 3-2-94Attn: Eustaquio Cortina
P.0. Box 3149 SHTET I 0F i
va'i 1 , C0 81558-3149
PROJECT: Liftslde Building, east of Uesthaven Drive and Uestin tlotel , South Frontage Road ldest, Vail, Colo.
PtACEl.lEt{T L0CATI01{: Slab over mechani cal room, and bicycle locker roon slab.
SATCH TICKET IIIFORI,IAT 1O}I
TRUCK I{0. 161
TIME EATCHED: ll:24
TICKET 0. 01 1303
TillE ARRIVED: 1l :50 T I I'IE
SUPPL IER: lJestern llobi i e
ltlx DEStGl.| l{0. 44
PLACE0: 12: l0 CU.YB.LOA0/ACCifl: 7/35
riELO TESTIilG II{FOR}iATION
TIl,lE TEST TAKET{: 12:10
JOB SPECiFICATIOI{S:
SLUIiP; 4 112 l ll.
SLullP: 4 IN.
9AllPLE TE}IP: T AIR TEr,lP: 40"F
AIR C0t{TEl{T:5.9 X UET Ut{lT UEIGHT: 138.1
AIR C0I{TEIT: 4-8% I.,AIER ADDED AT SITE I GAL
CYL]I{DER IiIFORI.TATIOII
l'10' 0F CYLIIIDERS: 7 CYLII{DER SIZE: 6"x tZ' I rliE CYLINDERS CAST: 12:20 THERE CAST: On-Site
CURING II{FORIIIAT ION
I li I TIAL CURE: 24 hours
DATE RICEIVED AT LA8:
0n-5i te
3-3-94
FIELO STMAGE FACILIT lES:
BY: C.4.
exceDt field curetrai ler
il1N/HAX
OAYS
qATE
TTSTEO
TOTAT LOAD
( LAs)
DIAHETER
( I NCHES )
AREA
(sQ It{)
cor.tP . sTR.
(PSI)
TYPE OF
FRACTURE
CYLINDER
I{E i GHT
(LBS)
CYL II{DER
UI{IT YEI6HT
(PCF)
7
1
?8
28
28H
z8H
3-9-94
3-9-94
3-9-94
3-30-94
3-30-94
3-30-94
3-30-94
8Z,000
87 ,000
90,000
120,000
120,000
115,500
l?0,500
6. 00
6.00
5.98
6.00
6.08
6 .09
6.09
28.?7
?8.?7
28.09
?8.21
29.03
?9. 13
?9. I3
3080
3080
3200
4240
4130
3970
4140
shea r
shear
shear
snear
snear
shear
snear
DESI6I{ STREI{GTH 4OOO PSI O 28 DAYS
TESTS 8Y LABORATORY PERSOI{HEL ARE III ACCOROANCE I'ITH APPLICABLE A5II.I }'ITTHODS U}ILESS OTHERI{ISE I{OTED
SOI.IE IIIFOR}IATIOfl OF 1EST NEPORT I'IAY BE PROVIDEO BY OTHIRS
RIMARKS: Pumper rnoved ll:10 - 11:45. 1% accelarater added to this rnix,
CoPIES: R,A, Nel son & Associates, Inc.l
Town of Vail; lrestern l,lobile;
J V A, Inc.; Gwathrcy Pratt Schultz;Carolyn Adams Bobby J. Hays
FIETD OBSERVER APPROVED 8Y
As . DUtulI protcctlon to clt.'lt3, thc publlccl{cnt3, lnd .uthorltatton lor publlc.tton otpGndinE our nrltt.n .pprov.l. S.hpl.s xtll b.ln l|rl t lr|g.A Disrb.r of th. ts!! group of coorplrl.s
rnd our3al vat, rIl rcpoPtt
3tat.|n nta, Conc I usl ons ordl3pos.d of !tt.i t.itlng
or.. lutmltted 13 thc confldlrntltl FtlF.rty ol
.rtrnct3 tro||| or rag!rdlng our raportl lr ratarvrdli coqltlatad unl.rs othcr lfrlngtfirntr agraad to
For'n t{o, Cl,lEll3A 619l
CHEN.NORTHEHN, INC.
COI{sULTI IiG Ei{6II{EER5 AIID SCIEI{TIST5
REPORT OF CONCRETE TEST CYLINDER DATA
T0: MECII Enterprises JOB tiO. 4 170 93-3 0ATE: 3'3-94Attn: Eustaquio Corti na
P.o. aox 3149 SHEET 1 oF IVail, C0 81658-3149
PROJECT: Liftside Building, east of l,lesthaven Drive and Westln Hotel , South Frontage Road lest, Vail, Golo.
PLACEI{EI{T LOCAIIOI{ :Floor slabs for Unit B-41
BATCH TICKET IllF0Rl.lATIoli SUPPLIER: trtestern lrlobi le
IRUCK lto. 161 TicKET lto. 01 i3l4 nlx 0EsIGit 0. 44
TIME BATCHED: 9:25 TIltlE ARRIVED: 9:40 TIIJE PLACTD: 9146 CU, Y0. |OA0/ACCUI/''. 7178128
FIELD TESTiI{G I t{FoRl'lAT t oti SArlPLt TEIIP: 71'F AIR TEl.lP: 45"F
TIIIE TEST TAKEiI: 9:54 SLul,lP: 5.0 It{. AIR C0t'lTEl{T: 5.5X trET UflIT hlEI6HT:
J08 SPECI FICAT I0l{S: SLUI'IP: 4 lll. AIR COl{TEl,lT; 3 X ITATER A0DE0 AT SITE GAL.
CYL I TIOER II{FORMATIOII
I,IO. OF CYLIT{DERS: 7 CYLINDER SIZE: 6"x 12" TIl,lE CYLIIlOERS CASI: l0:0{IJHERE CAST; On-Si te
CURIN6 I I{FOR}IATI OI{
IIIITIAL CURE: 24 hours on-Site
DAIE RECEIVED AT LAB: 3-4-94
FIELD SToRAGE FACILITlES: t.railer exceot field cure
8Y: C. A.I,I I N /MAX
AGI
OAYS
DATE
TESTED
TOTAT LOAD
(LBS)
D] A},IETTR
( lNCHES)
AREA
(sQ Iil)
cor,tP. sTR.
(PSr )
TYPE OF
FRACTIJRE
CYL I}IDER
UE I6HT
{ LBs)
CYLINDER
UI{1I VEI6HT
(PCF)
7
7
7E"
28
28
28H
28H
3- 10-94
3- 10-94
3- 10-94
3-31-94
3-31-94
3- 3l -94
3-31-94
100 ,000
92,500
t 05, 000
127,000
12?, 500
132,000
127,000
6.00
6.00
6.00
6. 08
6. 00
6.08
6. 00
?8.27
?s.zt
?8 .27
29.03
?a.27
29.03
llj,aI
3540
3270
3 710
4370
4330
4550
4490
shear
shear
snear
shear
shear
shear
shear
DESIGII STREI{GTH 4OOO PSI O 28 OAYS
IESTS BY LABORATORY PERSOIIT{EL ARE TI{ ACCORDATICT VITH APPL ICAELE ASTI.I UETHOOS UIILTSS OTHERUIST IIOTED
SOIiIE Ii{FORIIATIOTI OF IEST REPORT I.IAY BE PROVIDEO BY OTHERS
REI{ARKS;lX aece lerater
COPIES: R,A. llelson & Associates, lnc.;
Town of Vai l I llestern ttlobi le:
J V A, Inc.; Gwathrey Pratt Sehultz;Carolyn Adams Bobby J. Hays
FIELO OBSERVER APPROVED BY
A3 . nutusl protactlon to cll.nt3, tl. publlc .nd our;clvca. rll rcportr ar. s{bmltted 13 lh. cohf{dlahtial t.op.rty oacl{ent3. rrd ruthorltatlort tor prbllcatlon ot gtrtcmcntr. Conclurtont or artr.ct3 trdfi or. ragardlng oui raPorts Ir ra3arv.dp.ndlng our xfltt.n.pprovrl. Sll||p'lci w'lll b. dlrpo3.d of rft.r t.stlng t3 conpl.t.d unle3! oth.r rFr.n9st nti rgr..d toIn wrl t tng -A |n.hbcr ot th. EI! group of comgrnl.r Fonr lto. CHE1I3A 6/91
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Bl .lJ . r! (,t @-<a> -FtOcroJO... Flo=Fro
CHEN.NORTHERN, INC.
COI{SULTI IIG EI'IoIIITERS AIID 5C]ENTISTS
REPORT OF FIREPHOOFING THICKNESS, DENSITY AND BOND STFENGTH
T0: l{ECl'l Enterprises JOB il(). 4 l7g 93-3 DATE: 3-10-94Attn: l,lr. Eustaqui o Cortina
P.0. Box 3149 DAtty REP0RT 0. 55 sHtET z oF 3VatI, C0 81658-3149
PROJECT: Lift3ide Building, Vail, Colorado
ITIATERIAL SPECI FICATIOI{S
I{AIIUFACTURER 6race ilonokote
COXTRACT0R Rol l ing Plain
80fiD STREi{GTH ( PSF)DEt{sIIY (PCF) l5+
PROJECT COI{DI T IOI.IS
SUBSTRATE PREPARATI0I{S: l{ot observed Al{8I tt{T TEI'IPERATURE
sAHPLt
ItUHBER
TESI AREA
IIET
UEI6HT
(LBS)
DRY
II€ I6HT
(LBs)
I{O T STURE
(,6 )
DENSITY
(PcF )
t
'l
Unit B-11, Beam, lllddle Bedrootn,16' orth of South tlall.
Unit B-11, 0eeking, Yest Eedroom, 4' East of fest
}lalI and l8' l{orth of South ValI
Unit B-11, Colunn, Iliddle Bedrocrn, l{ortheast
Corner of Patio (Deck),
Unit 8-12, Eean between Hall and l|aster Eedroom,
18' llest of East Vali
1.80 I .70
;A}IPLE
tUHBER
l.a I il IHUII
THICKTIESS
(ilr)
MAX II{UIiI
THICKIIESS
( Iil)
AVERAGE
THI CKI{ESS
( Iil)
DES I6l{
TH I CKI{ESS
( Itl)
801{D
STRgII6TH
(Psr)
REHARKS
I
3
4
.94
.38
1.19
.94
t. e5
.47
1.63
LfJ
1.07
.44
I.40
I .05
1.0
1.38
1.0
PROGRESS REPORT:
COPIES: R. A. l{elson & Asso. - Attn: Rick Agate
J. V.A. , Inc.
h{attmey Pratt Schui tz
Town of Vai I
Carolyn Adans Erlan Scanl an
FIELD OESERVER REVIEUED BY
A3 i.utu.l prot.ctlon to cll.nt5, thc publlc rhd ourr.lv.i, rll r.portr rr. subrnlttcd.5 th. eonfld.itl.l proparty ofcllant3, ard authorl.:.tlon tor pt|bllcatlon of ttrtatranta. Conclur'lonr or attrrcti {rotn of r'ag.rdlng out raFoft! li ra3arYrdpending our *iltlan rttroval.
A nahbr? of th. !U! troup ot col|lprnlaa
I
CHEN.NORTHERN, INC.
CDII5ULTIN6 E}IGIXEERS A}ID SCIEIIIISTS
REPORT OF FIREPROOFING THICKNESS, DENSITY AND BOND STRENGTH
T0: HECI{ Enterprises JOB ttO. 4 178 93-3 DATE: 3-10-94Attn; Hr. Eustaouio Corti na
P.0. Box 3149 DAILY nEpORT N0. 55 SHEEI 3 0F g
Vai l, C0 81658-3149
PR0JECT: Ljftside Building, Vail, Colonado
}'IATER IAL SPTCIFICATIOI{S
I.IAIiUFACIURER 6race ilonokote
C0IiTRACTOR RollingPlain
80il0 STREilCTH (PSF)DEIISITY (PCF)l5+
PROJECT CONDITIOI{5
SUBSTRATE PREPARATI0T{S: Not observed A}IS IEIiT TEUPERATURE
SAI'IPLE
flul,lBER
TTST AREA
vtT
UEI6HT
(LBS )
DRY
If I6HT
(tBs)
K} T STURE
(s)
gEilSITY
(Pcp)
o
Unit B-12, Column, East }ral I of Living Room,
22' Horth of South llal l
Uni t B-t?
Unit C-31 , Col urnn
iAI.IPL E
IUIiIBER
llIllIl.lull
TH I CKl{ES S
( IN)
l.tAx I HUlt
THICKI{ESS
( Iil)
AVERAGE
THICKIIESS
(Ifl)
0ESl6tl
THICKI{TSS
( IH}
B0r'rD
STRE}16TH
(PSF)
REI'IARK5
3
6
I .19
.38
I .31
.|CO
.47
t,oJ
1.39
.45
1.45
1.38
?e
1.38
PROGRESS REPORT:* Retest of lest llo. l, dated February 16, 1994.
COPIES: R. A. llel son & Asso. - Attn: Rick AgateJ.V.A., Irc.
Gwathney Pfatt Sohuitz
Town of Vai I
Carolyn Adans Brian Scanl an
FIELD OBSERVER REVIEIIED BY
Al a rqt|l.'l proi.ctlon to eltnt!, th. publtc.hd ourialv.t, !ll r.portr.r.3ubotttad.i th. conlld.rtlrl Ptop.rty otcllant!, anC .uthorltttloh tor publlcrtlon ot gt.t.||.nt!. Conclu3lot|r on qxttrcl.3 lront or r.Gg.Fdlng or,l" r.portt l3 ialar"v.dpcndlng our. i,rrl tt.n rpproval.
A m.n|b.i of th. !lI! gfoup ot codp6ni..
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-<cL>(92
J
5@
CHEN.NORTHEHN, INC.
cot{suLTil{6 Elt6lt{EER5 AltD sc I EI{TISTS
REPOHT OF FIREPROOFING THICKNESS, DENSTTY AND BOND STRENGTH
T0: MECI{
Attn
P .0.
Vail
PROJECT:
Enterpri ses
Mr. Eustaqui o Cortina
8ox 3149c0 81658-3149
Li ftside Bui lding, Vall
JOB l{0. 4 178 93-3 OATE: 3-15-94
0ArLY REP0RT r{0. 55A SHEIT B0F s
Col orado
IIATER IAL SPECI FICAT IOI{S
I{AI'IUFACTURER 6race llonokote
C0i{TRACT0R Rolling Plain
B0nD STREilGTH {PSF)DEI{SITY (PCF)
PROJECT COIIDI TIOIIS
SUBSTRATE PREPARAT]ONS AMBIEI{T TEIIPERATURE
SAI,IPL E
NUMBER
TEST AREA
T'ET
YE IGHT
(LBS)
DRY
UE IGHT
(LBs )
I4OI S TUR E
(x)
DETISITY
( PcF)
I Unit 8-41, decking, hali north of unit, 26' *estof east wall
Unlt B-41, bean, living room, l0' north of south
wall & 6' west of east wall
Unit 8-41, column, west wall of unit approximately
2?' north of southrrest corner
Unit B-4?, west bedroom, I' east of west wa1l &
16' south of north wall ?.97 1.98
iAI'IPLE
IUIIBER
IINIl.lul{
THICKNESS
( IN)
llAX I |tut,|
THICKNESS
( It{)
AVERA6E
THtCK [SS
(lx)
D€SIGII
IH I CKI{ESS
t r1{)
BOI{D
STRET{6TH
(PsF)
R EI,IARKS
I
2
3r
38
94
50
94
.47
1)\
1.63
l .25
1.33
I .05
.38
I .00
1.38
I.00 Actual average 1.13 for density
PROGRESS REPORT:
C0PIES: R. A. l{el son & Asso. - Attn: Rich AqateJ.V.A., Inc.
GwattsEy Pratt Schultz
Town of Vai I
Carolyn Adams Brlan Scanl an
FIETD OBSERVER REVIEIJED 8Y
43. muturl prot.ctlon to cllant3, th. publle rnd ourr.lv.r, rll r.porti .r. iubfiJlt.d.a tha conlld.htl.l piop.rty otcllcbtc, drd authorlaatlo'| for publlcatlon of 3tttianLnti. Concluslona ol. axtrectr fro or ragardlhg our raporti ls rarervad
Pandlng our. wrltt.n .pprol,!'1.
A n.tnb.|" ot th. !I! group ot .o|hprnl.t
CHEN.NORTHERN, INC.
c0t{sutTlt{6 E 6I ETRS AftD SCI EI{TISTS
REPORT OF FIREPROOFING THICKNESS, OENSITY AND BOND STRENGTH
T0: f,lECll
Attn
P .0.
Vai )
PROJTCT:
Interpri sesllr. Eustaqui o Cortina
Box 3149c0 81658-3149
Ltftsi de Bui I di ng, Vail
JOB ll0. 4 178 93-3 DATE: 3-15-94
DATLY REPORT IIO. 554 SHEET 4 OF 5
Col orado
I'IATTRIAL SPECIFICATIOIIS
IIAIIUFACTURER Grace onOkote
COI{TRACT0R Rollin9Plain
BOID STREIIGTH (PSF)DEI{S]TY (PCF)
PROJECT COI{DITIOtIS
SUESTRATE PREPARAIIOIIS AItBlE}IT TEI.IPERATI'RE
SAI,IPtE
IuttBtR
TEST AREA
hIET
UE IGHT
(L85)
DRY
I.'E I GHT
(LBs )
I.IO I STURE
(,()
D€IIS tTY
(PcF )
q
6
I
6
Unit B-4?, decking, east bedroom, 14' north of
south wal I
Unit 8-42, column between living roorn & east
bedroon, 24' north os south pall
4th level 8-pod, bike storage area beam, 14' east
of vrest wall & l0' north of stairs
4th level B-pod, bike stroage area colunn, 1?' west
of east xall & 26' north of stairs
;AiIPLE
IUiIBER
lilIlrIilu{
THICKIIESS
( Iil)
MAXIltutt
TH I CKI{E SS
( It{)
AVERAGE
IHICKIIESS
(ilr)
D€Si6II
THICKIIESS
( rr{)
BOIID
STREII6TH
(PSF)
RE}'IARK$
5
6
I
.38
I lq
.88
1 .25
.47
I .63
l.aJ
t .63
.45
1.40
1.11
I .44
.38
1.38
I .00
I.38
PROGRESS REPORT:
C0PIES: R, A, llel son & Asso. - Attn: Rick AgateJ.V.A., Inc.
Gwatlney Pratt Schul tz
Town of Vai I
Carolyn Adans Brian Scanl an
FTELO OBSERVER REVIEUED BY
As a mutu.I protcctlon to cll.nt3, th. Fubllc rnd orrtalveir all F.portr .r. lub lttcd .3 thc cohtldantlal prgp.rty ot
cllrnta, and {uthsrlzotlon for public.tloti ot 3t.tin.nt5, Cohcluilqni or.ntmcta frofi or rag.rdlng our fcports l! r.ltrvadpcndlng orr rrltt.n appiov!1.
A mer$.r ot th.4!! Sroup of comp.nl!3
CHEN-NORTHERN, INC.
coIsuLTIt{G TGI EERS At{D SCI EITTI STS
REPORT OF FIREPROOFING THTCKNESS, DENSTTY AND BOND STRENGTH
I0: llECll Enterprises JOB 0. 4 l7A gg-J DATE: 3-15-94Attn: l'lr. Eustaquio Corti na
P.O. Box 3149 DAILY REPOR-I No. 55A SHEET 5 OF 5VaiI, C0 81658-3149
PR0JECT: Liftside Building, Vall, Colorado
I-IATERiAt SPECi FICAT I OII9
ITANUFACIURER 6race tlonokot e
COi{TRACTOR RollingPlain
BOI{O STRENGIH (PSF)DEIISITY (PCF)
PRoJECT Cor{0tTro}ts
SUBSTRATE PREPARATiONS AIIBIETIT TEI4PERATUft E
SAI.IPLE
I{UIIBER
TEST AREA
UET
IJE I6HT
t LBs)
DRY
UE I GHI
(LBs )
}|O I SIURE BETISITY
(PcF)
9
i0
Unit A-42, deeking, middle bedroom, 10' north of
deck
Unit A-42, col umn between living room & west
bedroom, 22' north of south wall
iA}tIPLE
IU}lBTR
ltiil IHUll
THICKIIESs
( rr{)
l.{AXIllul'l
THlCKI{ESS
(lN)
AVERAGE
THICKIIESS
(ltl)
DES ICI{
THI CKITES S
(ril)
BOt{D
STREI{6TH
(PSF }
RII.IARKs
10
.31
r. <5
.47
|.63
.43
I .45
.Jd
1.38
PROGRESS REPORT:
COPIES: R. A. l{elson & Asso. - Attn: Rick Aoate
J,V.A., Inc.
Gwathrcy Pratt Schul tz
Town of Vai I
Carolyn Adams Brrian Scanlan
FIELD OBSERVER REVIETIEO BY
At a nutuel prot.ctlon to cll.ntsr th. publ{c lnd ourr.lvt3, rll raportr .rr 3ubnlttrd 13 th. cortld.nt l.-l prop.rty otcil.nt!, lnd rrthorlaatlon tor publlcttlon of rt.t.fi.ntt, Conclurlon3 or.xtr.cts trorn or r.96rdlng our r.portr la r.3.rv.d
Pandlng our llrl ttan rppr.oval.
A natnb.r of th. EU! group of coripanlar
CHEN-NORTHERN, INC.
COIISI'LT I IIG €IGIIIEERS AIID SCIEIITISTS
REPORT OF STRUCTURAL STEEL
TO:l.lEcl,l EntefprisegAttn: Eustaquio Cortins
P.o, Box 5149Vail, co 81658-3149
JOB [O. 4
DAILY REPORT
tin hotel, South
178 95-5 DAIE: 3-16-94
[0. 56 SBEET 1 0F I
Frontage Road Ue3t, Vail, Colorado.PROJECT: Liftside Building East ot llesthaven Drive and Ues
Ihe repai rs Here visualty observed on the tvo cotrrms at the fifst ftoor [eve], P-31 and I-27. The
xelda are acceptable ard the repairs confo ted to the afchitrct,s draxing A x 52 & 33.
lhe repai rs to the interior roof beam that ras darnaged in the construction acc ident ras conpteted
during qy visit ard confonns to the supptementat draHing erd the relds rere visually observed 6nd
are acceptabl e.
COPIES: R.A- iletson & Ass@iEtes, lnc.. Attn:
J V A, Inc.; GHathmey Pratt Schultz;
ToHn of Vail., Attn: r. Dan Stanek;
Ir. Rick Agate;
Fr€d R. CflFron
REVIEIIED BY
Darrel I C. lluss
FIELD OBSENVER
Ar I mutu.l pr.otcctlon to cll.nt., th. publlc lnd o.rr$alv.3, rll r.portr arc iub|t|ltt.d.3 th. contld.ntlrl proprrty of ouf cll.ntr, .nd
irrthorlritlon toF tubllcltlon ot 3tat.r!.nt, Conelu3lon! or axtr.ct. lron oF rag.rdlng our r.port3 {. t'.r.Fv.d p.ndlng orr r,rl ttan .Pprov.l .
S.mplc3 nlll b. dlrpot.d of.ttar t.3tlng l3 coDplct.d u|rl.!a oth.F rrr.rgqn nti !r. lgr.cd to ln tritlng.
A i|. rtbar ot th. !!! group ot cooprnl.3 tm rn. oEtcu a/'t
E
t
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9o
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=l!9>
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'lr:oElrtcaotd Lt
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o
CHEN.NORTHERN, INC.
c0ilsulTilr6 EI6II{EERS Al{0 sCIElrT ]STS
REPORT OF FIREPROOFING THICKNESS, DENSITY AND BOND STRENGTH
T0: |lECtt Enterprises JOB N0. 4 178 93-3 DATE: 3-17-94Attn: l'lr. Eustaqui o Cortina
P.0. Box 3149 DAtLy REP0RT t{0. 5z SHEET LOF 3Vail, C0 81658-3149
PRoJECT: Liftside Building, Yail, Colorado
I'IATERIAL SPECI F I CATlO}IS
IIAIIUFACTURER 6race llonokote
CONTRACT0R Roll i ng Plain
B,o D STREI|GTB (PSF )DflislrY [PCF)
PROJECT CONDI TIOIIS
SUBSTRATEPREPARAII0NS notobserved AHBIEIIT TEI,'PERATURE
SAl'lPL E
t{Ut'IBER
TEST AREA
I{EI
I"EIGHT
( LBS)
DRY
},E T6HT
(LBS)
l.IOISTURE
(%)
OEIISITY
( PcF)
1*
2*
4
5
C-41 retest col tmn between living roon & bedroom
C-42 retest column between nriddle & vrest bedroom
Untt C-5? col umn at northeast cornef of nest
bedroom
Unit C-52, decking, l0' south of north uall & 15'
east of stai rs
Unlt C-52, beam between hal'l & west bedroom, 26'
south of north wal I
iAI.IP L E
IUlIBER
MII{iI.IUM
THICKNESS
(IN)
HAX I I,IUI'I
TH I CKNE SS
( IN)
AVERAGE
TH]CKIIESS
(lr{)
DESIGT{
THICKT{ESS
(il{)
BOI{D
STREN6TH
(PsF)
R E}.IARKS
I I 1l
L .25
I .31
?A
.94
1.63
1.63
1.56
1.25
tqn
1.46
L .47
.45
I .16
1.38
I .38
.38
1.00 Actual average 1.22 for density
PROGRESS REP0RT: * Tests l and 2 were retests on col unns where thicknesses of fireproofing
naterlal were less than minimun specs. Retests indicate fireproofing non neets specs.
CoPIES: R. A. l{el son & Asso. - Attn: Rick Aoate
J.V,A., Inc.
GwathDey Pratt Schu ltz
Town of Vai I
Carolyn Adams 8ri an Scanlan
FIELO OESERVER REVIEUED BY
4..l dutual prot.ctlon to cll.ht., thr publlc rnd ourralv.B, all icport. ar. rub|hltt.d a3 tho cortld.ntlal FroF.rty ofcllehtr, .rd authorlrltlon foF publlcatlon ot 3trt.mcnts. Conclurlon3 or crtrrct! fro|' or rrEardlftg our r.rort3 lr ret.rvad
P.ndlng our |.ilttan lpprov.l,
A tEnb.r of th. !J!! group ot co|||p.nl.3
CHEN-NORTHERN, INC.
COIiSULTI I{G EII6II{EERs AIID SCIEIITISTS
REPORT OF FIREPROOFING THICKNESS, DENSITY AND BOND STRENGTH
T0: I.IECM Enterprises JoB 0. 4 l7B 9j-3 DATE: 3-17-94Attn: l.lr. Eustaquio Corti nap.0. Box 3149 DAILY REp0flT tio. 57 SHEET Xl 0F 3Vail, C0 81558-3149
PR0JECT: Liftside Building, Vai l , Colorado
I'IATERIAL SPECI F] CAT I O}tS
I{Ai{UFACTURER 6race llonokote
COIITRACT0R Roll ing Plai n
BOI{D STRIIIGIH {PsF)DETIS I IY (PCF )
PROJECT CO}IDITIOt{S
SUBSTRATE PREPARATIOIIS Al'lB I Et{T TEI4PERAIURE
SAI.IPLE
UWBER
TE5T AREA
UET
YEI6HT
(L8s)
DRY
UE IGHT
(LBs)
I,IOISTURE DEIiS I TY
(PCF)
6
7
Unit C-51, beam, east bedroom, l0' north os deck
unit C-51, column between north hall and middle
bedroom
iATIPLE
IUI{BER
l' N I I'lut'l
THICKNESS
( Ill)
l,rAxtlrutl
TH I CKI1E SS
(ltt)
AVERAGE
THI CKIITS S
( rN)
DESIGIT
TH I CKl{ES S
( rr{)
80110
sTREXGTH
( PSF)
R E}IARKS
6 .88
l.l9
1.19
1.63
I.07
l.4t
I .00
1.38
PROGRESS REPORT:
COPIES: R. A. il'el son & Asso. - Attn: Rick Aqate
J.V.A., Inc.
Gnatlmey Pratt Schul tz
Tovn of Vai I
Carolyn Mans Brian Scanl an
FIELD OBSERVER REVIEI'ED BY
At. hutual piot.ctlon to cllenta, thr publlc.nd o!r.r.1v.3, .ll F.toitr rr. lulltnltt.d .3 th. cortld.rtl.l proFarty otcll.ntrr rnd ruthorlt.tlon tor publlcatlon ot 3t!t.m.ntr. Conclurloni or.xtrrct3 tro|tt or ragrrdlng our i.por"tt Ir r.rarvadp.ndlng our r,rlttan .Flrovrl.
A Indnb.r of th. !!! group ot co|np.nlli
CHEN-NORTHERN, INC.
COiIST'LT I}'G EIGINEERS A}ID SCIEI{TISIS
REPORT OF STRU TURAL STEET
T0: HECl,l Enterprises JoB ll0. 4 178 93-3 DAIE: 3-e4-94Attn; Eustaquio Cortina
P.0. Box 3149vait, co 81658-3149 DAILY REPoRT ilo. 58 SHEET I OF I
PRoJECT: Liftside Buitdlng East of uesthaven Dnive and ll€stih Hotel, south Frontage Road Uest, Vait, Cotorsdo.
The gheaf studs xere acousticatly tested bn the 7th ftoor, tevet 111,61', and 8th floor, levet 122'
0rr, Seven studs on the 7th floor ard 15 studs on the 6th floor Here broken loose *ren strirck Hith
a harrDer.
a. ,^ r' L. e-
The A325 botts r.ere checked for a snug tight cordition ont he 7th, 8th ard roof levet ffaming, Trro
bolts rere found rnissing on tevel 1ll, 6r. at grid line a-13, coturn to b€sn comection 6nd one bolt
D,t ( r €--{asnissing in the beam to besm coffEct i on on levet 101' otr at grid tine 0-t8.8. llilt other bolts
are acceptabte. Att ttre deficierries that have been noted in previous reports have been corglgJg$
except the b€am- to- enbed at G-31, see report on 1?-2?-93, beam. l9--flPed at s-13-3, see rePort 1-18-
94 ard beam- to- er|b€d on grid line 13.1, at o and P. see reportl3-8-94. Uith these exceptions U,lis
conc I udes our structural steel observations-
PROGRESS REPoRT Jeff xith R. A- flelson ard Roger xith the erection creu Here infomed of my observotion.
CoPIEST R.A, iletson & Associates, Inc., Attn:
J v A, lnc.; c[athney Pratt schultz;
Iorn of Vait, Attn: lir. Dan stanek;
lilr.Rick Agatei
9.53 | 0".""t t nr""
I rIELD oBSERVER
Frd R. C4mron
APPROVED BY
Al' r irutu.t prot.ctlon to cll.ntr, th. public and oqrr.lv.3, .ll r.portt .rc r[bnltted .r th. contld.ntlll Proparty ot o{r cllanta' and
.uthorl.rtton tor Dubllcatlon ot it.tdn€nt. Conclur{onr or.rtrrctr fFo||| or rcgridlr|g our r.portr l3 r.3atvad pandlng our r.llttan.PProval.
Sshpl.3 *lll ba di3porad of rft.r t.3t{ng 13 cohpl.t.d unl.$r oth.r rrr.ngdD.nt. rra.tr.€d to ln rfltlng'
A hcrnbcr ot th. EI! group ol comprnlc3 tdh. It|€le ./tt
ldloil,l,llil,jj.i,lt r;
RTHERN, tNC.
ETICIIITERS AIIO SCIEIITISTS
ETE TEST CYLINDER DATA
A3 | mutual prot.ctlon to cll.ntr, thc publlc lnd our3clv.r, !lt F.porta .r. ruldltt.d ri tha corfld{entlrl Profatty of
c1lant3, rnd tqthtr'lzatloo tot pJbllcatton ol 3trt.mantr. Conclui{onr or axtftctt fiofi or. ragrrdlrt ouF r-aportr It rararvad
pandlng orr. frlttan .Fprov.l. Ssnpl.s rtll ba dl.po1.d ot lftar t{rtlng {3 cOfiplat.d uol.3r oth.r arf.ng.i.htt rgFr..l to
ln nrltlftg.
A m.6b.r ;t tftr !I! troup of co{rprnlGr F rin no. Cf'lE1l3A G/91
T0: l{ECll Enterprises JOB n0. 4 178 93-3 DATE: 9-19-94Attn: Eustaqulo Corti na
P.0. Box 3149 SHEET r 0F IVall. C0 81658-3149
PRNECT: Ltftside Building, east of llesthaven Drive and ldestin tlotel , South Frontage Road lfest, Vail, Colo.
PLACEIIEIIT LOCAT I OII :lfal I , Swiml ng Pool .
BATCH TICKET I IIFOfrI'IAT I OII
TRUCK I{0. IOO TK
TIl,lE BATCHED: 3:?2 Plil
TICKIT t0. 015834
TIIIE ARRIVEo: 3:50 Plil T II.IE PLACED:
SUPPIIER: llestern llobi I e
l,tlx oEsIGil ilo. ljt*
,l:00 Pll-CU. YD. L0AD./ACCtil:7/7
FIELD TESTI]{6 II{FORI.IATIOI{ SAI,IPLE TEI,IP: 75 OF AIR TEI'IP: -- "F
TII{E TEST TAKEII: 4:15 Pfl SltlrtlP:3 l/2 lt{. AIR C0I{TE]{T: 4.5fl lfET U]{IT IIEIGHI: 14t.0
J08 SPECIFICATI0IIS: Sttl,lP: itax.4 If{. AIR C0tlIE}11: 4-8t IIATER A00ED fiT SITE -- GAL'.
CYLITIOER IIIFORIIATIOII
ll0. 0F CYLIT{DERS: 6 CYLII|DER SIZE: 6"x l?" TIl.lE CYLIT{DERS CAST: 4:30 Pil tltl€RE CAST: On-Slte
cffiIl{G IilF0Rf.rArIof{
I ll ITIAL CURE: On-Slte
DATE RECEIVED AT LA8:
FIELD ST0RAGE FACILITIES: Insul ated
BY: Ken La0roix llll{/l,lAx
Cure 8ox
AGE
DAYS
tlATE
IESTEO
IOTAL LOAO
(L8S)
OIAI.IETER
( ilrcHts )
AREA
(sq ril)
cofrP. srR.
(Psr)
TYPE OF
FRACTURE
CYt II{DgR
UElCHI
(LBs)
CYT I IIDER
U]{IT T'EIOHT
(PcF)
7
28
28
28
?8
9-26-94
9'?6-94
l0-17-94
t0-17-94
l0-17-94
r0-l?-94
l0l ,000
9?,000
126,500
125,500
128,000
126.500
5.99
5-99
5.99
5.99
5.99
5.98
?8.18
28.18
28.18
28. 18
28. t8
28.09
3580
3260
1490
4450
4540
4500
con/spl i t
con,lspl I t
snear
shear
con/spl it
shear
DESIGI{ 5TRflt6TH 4000 PSI A 28 0AYS
TESTS BY TAEORATORY PERSOI{I{EL ARE III ACCORDAI{CE I{ITH APPLICABLE ASTH
'4€THOOs
UIILESS OIHERIIISE IIOTED
SOi'IE II{FORIIATIOII OF TSST REPORT I,IAY 8E PROVIDED BY OTHER5
RE}IARKS:
COPIES: R.A. ]{el son & Associates, Inc
Iom of Vai'l i llestern ll,obile;
J V A, Inc.; Gwathney Pratt Schultz Ken LaCroix Sobby J. Hays
FIELD OESERVIR APPROVED BY
!i lEr11
. --,r,,r,,11-i\0I
,,^.J l:t
CHEN.NO
coilst tTlilG El{Gt
ERN, lNC.
AlrD sclEnlsTs
CYLINDER DATA
A3 . Rrtual Pr'otrctlon to clla.rti, th. p{bllc .nd o.rr3.lv.r, !ll r.poit. .r. rubrlttad 13 th. confld{.nttl proFarty of
cllantt. and ruthorlartlon for publlcrtlon o{ atatafi.nt.. Co|rclutfona oi.xtr.ctr fr.o.r or r.3ardlng our. r.apor.tr {t rlr.rtad
F.rdlnS our vrltt.$ rFproval. S.,6D1.3 r.tlr br dlrDoa.d of rft.r t.rtlng lr corpl.t.d dl.rr athar arrangath.nir rgi..d toIn |rF{tlng.
A n nS.r ot th. t!I! gt-oup of coriprrl.r Forr No. CtlEll3A 6/91
REPOET.OF
T0: l{ECl,l Enterprises JoS t{0. 4 l7g 93-3 0ATE I l0-t8-9,1Attn: Eustaquio Cortl na
P.0, 8ox 3149 S]€ET I 0F IVatI, C0 81658-3149
PRoJECT: [iftslde Building, east of llesthaven Drlve and Vestln tlotel , South Frontage Rord lJest, Vrtl, Colo.
PLACEI,IEIIT LOCATIOII :Pool Stai rs.
BATCH TICKET ll{FoflilATlol{ SUFPLIER: lrestern l'lobi I e
TRUCK N0. 97 TK TICKET Kl. 1636 nlx 0ESIGil *0, 14
TIIfE BATCHED: 10:57 All TIl,lE ARRM0: 1l:?0 Al,l TIl,lE PLACED:II:40 All-CU.YD.t0AD/ACCtfl: 7l2l
FIELD TESTIIIG ll{FmnATt0lt SMPLE T8HP: 57 "F AIR T!HP: 35'F
TII'IE TEST TAKET{: 11:50 All SLWP: ? l/2 Il{. AIR C0llT€l{T: 4.5t VET UlllT U€IGHT: 112.0
JOB sPEcI FICATI0I{S: SLUHP: lhx.4 lll. AIR CofiTEilT: 4-8J( UATER ABDTD AT SITE -- GAt.
cYLII{oER IllFof,.ilATt0l{
ItO. 0F CYLITIDERS: 6 CYLII{DER SIZE: 6r'x l2.l Tlilt CYTIXDERS CAST: 12:00 Pll IHERE CAST: 0n-Site
CURIIIG IT{FORI,IATI(lII
lllITIAl CURE: on-Siteon-Site FIELo SToRAGE FACILIIIES: lnsulatEd Cure 8ox
DATE RECEIVED AT LAB: 8Y: Ken LaCroix llll{/l,lAx
A6E
DAYS
OATE
TESTTD
TOTAI- IOAD
(LBS)
O ]AI.IETER
( I ?{CHES )
AREA
(sQ lil)
coilP. sTR.
(PSI )
TYPE OF
FRACTUR€
CYLT ?{DER
UEI6HT
(tBs)
CYLIIIDER
UI{IT UEIGHT
(PcF)
I
7
28
28
28H
e8H
10-25-94
10-25-91
I r- 15-94
t 1- l5-9/+
1l -1s-94
11-15-94
116,000
I15,500
6.01
5.98
28.37
28.09
4090
4110
shear
sherr
OESIGII STREIIGTH 4OOO PSI E ?8 DAYS
TESTS BY LABORATOff,Y PERSOI{IIEL ARE III ACC(|flOAIICE UITH APPLICABTE ASTI.I IIETHODS UI{LESs OTHERUISE I{OTED
SOIIE INFORI.IATIOTI OF TEST R€PORT iIAY BE PROVIDED BY OTHTXS
RE}IARKS:
C0PIES: R,A. l{el son & Associates, Inc,;
Torm of Yail; llestern l{obile;
J V A, Inc.; Gwattmey Pratt Schultz;Ken Lacrolx Eobby J. lhys
FIELO OBSERVER APPROVEO 8Y
t
/2/5
f
I
It
I
CHEN-NORTHERN, INC.
co||suLr mc EIG$|EERS AID SclElrrlsrs
REPORT OF CONSTRUCTION ACTIVITI
T0: |IECH Enterpri ses JOB N0. 4 178 93-3 DAIE: 8-27-93
Attn: Eustaquio Cortina
P.0. 8ox 3149Vail, C0 81658-31/t9 OAILY R€PoRT t{0. 3A SHEET I0F I
PR0JECT: Ltftside Euilding east of tJesthaven Drive and lJestin Hotel , South Frontage Road lJesi, Vail, Colorado.
I/EATHER COiIDITIOI{S AT'ID TETIPERATURE :overcast - 70 degnees F.
CO TFACTOR'S COI{STNUCTIOI{ ACTIV I TI ES
PERS0 l{Et:
llAJOR EqUIPilEt{T: Vlbrators, Concrete Pump
ACTIVITIES: Contractor poured concrete to elevtion 80 on Stariway llo' 5.
CHEII-I{ORTHERN'S SITE ACTIVITIE5 \
lJe arrived on-site and conducted tesis on the concrete being placed. fhese tests consisted
of slunp, air content and unit welght. one set of six cylinders was cast.
YERBAL COI,I[.IUI{ICATIOII IJTTH COII]RACTOR, EIIGITIEER, ARCHITECT, OIII.IER
CoPIES: R.A. l{elson & Associates, Inc.:
J.V.A. , Inc.; Gvtattmey Pratt Schul iz ;I
Brlan scan lan
FIELO OBSERVEN
Fred R. Carnron
APPROVED BY
I
ir
A3 ! rr{trrtl protlctlon to cll.rts, th. publlc lnal osrr€lvaa, !]l i.port3 ri. .utlnltt.d ai thc contlal.ntlal pfop.rty of our-cll.nt3' 'ndi"ti"iiiiii"i' r-"i "i,li'i cii r.i' "i'iiatlmcit . conclusr"n' ".'iitr."ti
-fr-oar ;;;.s;;di '; our renortt ls rercrvcd ilnetrs-our rrrltt.R aFtrovil '
S.hpllr *ll1 bc diipoleal ol !ft.r. t.3tlng la compl.t.d !nlcir otha. .rrangeircnt3 .r..gra€d to ltt rrltlhg.
A h.trb€r of thr EI! gr-oup ot comp.nf..
GHEN-NORTHEHN, lNC.
CoNSULTING Eil6t I'IEERS Alil0 SCttllTlSrS
REPORT OF CONSTRUCTION ACTIVITIES
T0: tlEcll Enterprises JoB tlo. 4 t78 93-3 oATE: 9-13-93
Attn: Eustaquio Corti na
P.0. Box 3149Vail, C0 81658-3149 0AILY REPoRT t'10. 4 SHEET I 0F 1
PR0JECT: Liftside Eutlding east of tJesthaven 0rive and llestin Hotel , South Frontage Road llest, Vall, Colorado'
VEATHER C0tlDITI0l{S AtlD TEI{PERATURE: Rain to Cloudy
COI.ITRACTOR 'S COIISTRUCTIOII ACTIVI TI ES
PERSOTI.IEL:
MAJ0R EQU I Pl'lEt{T: Vibrator
ACTIVITTES: Contractor poured footing at Grid Llnes 28 to J on Page S-1
CHEI.I-IIORIHERI{'S SITE ACIIVITIES
0bserved contractor placing and yibratlng consrete. tle conducted concrete tests consisting
of slump, air content and cast one set of 6 cylinders.
VIRSAL COMI,IUI{ ICATIOII
David nith R,A,
I{ITH CONTRACTOR, EI{GINEER, ARCHITICT, OIJI{ER
Itelson & Associdtes Has notified of test results.
COPIE5: R.A. l{elson & Associates, Inc.;
J.V.A., Inc.; G$atfmey Pratt Schultz I
I
I
Erian Scanl an
FIELD OESERVER
Fred R. Camercn
APPROVED BY
A! e nutull prot.ctton to Cllent3. th. Fubllc and ourrelv"s, all raport3 rFc aubm{tt€d.3 th€ con{ld.ntlal
fitioliiiii"[ io" oilri.litln ot eiet...i't. conclu3lohr or.rtracti irom or rcsardlns our r€port. lt rcBcrved
i;;;t;;;iii ti- ai.po'.u lf rtr.r tcatlng l3 compl.t.d unles3 oth.r arrensenront* .r'G agr..d to ln *ltlng.
A n$ber of th. ![! grouP of comp.nicg
FiopaFty of our cll.nt3. trd
p€ndlng our wFltt.n ippt'ov' r '
Chen*Nonlrern.lnc. I
l '"r'.r d *@)* a:n ...
16 raa .if,t0lta ly'}o
A,i,i
PM TO
REPORT OF EXCAVATION OBSERVATION
AA{PM-HouRs MtLcAcE
c.i.'.ilhl fa{h.ir l|a &balti.
WE SUPPORT ANO ENCOUR^G€ NICET CSftTFIC^TIOH
,AS Inspection,Inc.IILTNASOITC REPORT
nase-Lot 1
P.O. trb. z -z.r^ A I
Crfipf lb..<(^)Q.2 =Ibctt lib. --\ 7
t#@qZJ(hi.E - r'47C-. A4*l-*lS
qF.-lslrreFr-r'l Aklf- l'\ l- l -
I{"ldJxinE J?,,J#
t&Upwss .Ff ,4 raZ
l.grial A
lfrial lhidrc
,@8ffi1__zz--R ,tg/- gZ
qIiFErf KB A ( r.sK 7,> ."/ .e-1 3hd sXtu-d]%'M" 70" t/.-,..rAZ
IEld lfuttEc*im
OPtal'.S
E
tlIq{gxJIlx
Ih Tdprf,ificatiril rl
Fti
g $f;r fr
trcihl Eoditas rbffi. IGEto
c
F".-r
5'E
o
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fii
fiE-g$t
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fir
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dflEl .doi
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7 tz4q A
.5 tzq -5 A
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5 2.114-r?
e ? 3iA -7,"
7 ?=7 A-U3
I rzSz Aq712_A
'i'i i 't
Mrs
I
I
I
thdnician
o
CHEN-NORTHERN, INC.
COI{SULTII{6 EI{GIT{EERS AI{O SCI EI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
,"41*'T'e{.' ,rirr, -*
-: cll;,:irHllEY N(;. PnElSCitUfZ rY,\ ;'-r llvrl|'e .!". 6tr \O ,
@;facnneca*cr"q%tttt#
T0: llECltl Enterprises JoB t'10. 4 178 93-3 DATE; 8-18-93
Attn: Eustaquio Cortl na
P.0. Box 3149 SHEET I 0F I
VaiI, C0 81658-3149
PRoJECT: Liftside Euildlng, east of Vesthaven 0rive and ly'estin Hotel , South Frontage Road llest, Vail, Colo.
PLACEI.IEI{T L0CATI0I{: Stair Court I Elevation 32 thru 46.
Concrete tested uas placed in the East tfall and Center Uall, Elevation 35 thru 38.
BATCH TICKET II{F0RHATIOI{ SUPPLIER: Llestern llobile
TRUCK l{0. 1098 TICKET l{0. 018753 r,tIX oESlGt{ ilo. 44
TIl,fE BATCHED: 12;39 Ptl TIME ARRIVED: l:15 PM TlltlE PLACED: l:18 PM CU. YD. LOAD/ACCU||: 7149
'FIEL0 TESTIIIG Il{F0Rl'lATI0t{ SA}IPLE TEtiP: l8 "F AIR TEitP: 91 'F
TII'IE TEST TAKEN: 1:30 Pl{ SLUMP: 2 3/4 It{. AIR C0NTEI|T: 4.II vET Ut{lT UEIGHT: ---
JOB SPEC I FICAT IOliS: SLUMP: 4 tN. AIR COltTEl{T: 4-8% l,rATER A0DED AT SITE 0 GAL.
C LINDER IIIFORI,IATION
tlo. 0F CYLIT{DERS: 6 CYLII{oER SIZE: 6"x 12" TIME CYLIIIDERS CAST: l:35 Pl'l }JHERE CAST: on-Site
CURI}IG I I{FORI.IATI ()I{
IIIITIAL CURE: 24 hours
OATE RECEIVEO AT IAB:
on-Si te
8- l9-93
FIELD SToRAGE FACILITIES: Cure Box
8Y: Bri an Scanlan MIN/|1AX
AGE
DAYS
OATE
TESTEO
TOTAL LOAD
(LBs )
D I Ai.IETER
(INCHES)
AREA
(sQ ill)
cor,tP. sTR.
(Psr )
TYPE OF
FRACTURE
CYL IIIDER
t,,E I6HT
(LBs)
CYTIIIOER
UI{IT iJEIGHT
tot El
7
28
28
*28H
*28H
8-25-93
8-25-93
9-15-93
9-15-93
9- l5-93
9- 15-93
104,500
I10,000
i34,000
143,000
142 ,500
142 ,000
6.08
6. 08
6. 10
6. 09
6.08
6.00
?9.03
29.03
29 .??
29.13
29.03
29.03
3600
3 790
4590
4910
4910
4890
shear
shear
shear
shear
shear
shear
DESIGI{ STREI{GTH PsI @ ?8 DAYS
TESTS BY LAEORATORY PERSOT{IIEL ARE II{ ACCORDANCE IIITH APPLICABLE ASTI.I I.IETHOOS UIILESS OTHERIJISE IIOTED
SOI4€ IiIFORIIATIOII OF TEST REPORT MAY BE PROVIDED BY OTHERS
REIIARKS: * N0TE: Do not dispose of "Hoid" cy1inders until architect has approved disposal
COPIES: R.A, l{el son & Associates, Inc.Attn: llr. Rick Agate.
Brian Scanlan Bobby J. Hays
FIELO OBSERVER APPROVTD 8Y
A3 r nutual protactlon to cllrnt!, thc publlc
cll€rts, rnd .utho.lattJon loi publlcttlon of
pendlng our wri tt.n .pprov. l . sr|npl.t will b€in wrltlrg.
A r.nb!. of th. !!! group of codp.rler
end ouraal vai, all raporta
statcmlnts, Concl u5l ons ordlsposcd of .ft€r t.3tlng
.re 6st)tnltt.d ra tha confldlantl.l proPerty ot
cr(tract3 from or r.g.rd{tg our rcports 13 rascrvad
l3 compl.ted unl.5r othrr irrangcrncnts lgrecd to
Fort|| xo. C{EI13A 6/91
a
CHEN-NORTHERN, INC.
CONSULTIIIG EII6II{EERS AIID SCIEI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: tl[C!'l
At tn
P .0.
Vai I
PROJ€CT:
Enterprl ses
Eustaqulo Cortl na
8ox 3149
c0 81658-3149
Liftsi de Bui l di ng,
JOB ilo.178 93-3 DATE: 8-25-93
SHEET 1 OF I
east of Vesthaven orive and lrestin Hotel South Frontage Road lJest, Vail, Colo.
PLACEI,III{T LOCATI O1{ :Stai nvay llo. 5, Level 32 thru 34.
SATCH TICKET I N FORI,IATI O1{
TRUCK NO.
TII,IE BATCHED:
TtcKEi t{0.
TII.IE ARR IVED:TII,IE PLACED:
SUPPLIER: Yestern l|obi le
tf Ix DESIGI'l 0.
cu. YD. L0A0/ACCUI:
SA}.IPLE TEI'IP:
CoIITENT: X
CONTENT:4-8I
FIELD TESTIIIG I IIFORiIATIOII
TIME TEST TAKEII:
JOB SPEC I FICAT IOIIS:
SLWP:
SLUt'tlP: l,lax.4
IN.
I t{.
AIR
AIR
AIR TEI.IP:
1JET UNIT }JE IGHT:
9ATER ADDED AT SITE 6AL.
CYLII{DER I I{FORI,IAT I OI{
1{0. 0F CYL IflDERS: 5 CYLII{DER SIZE: 6"x 1?" TItlE CYLINDERS CAST:I{HERE CAST: on-Si te
CURIN6 II{FORI.IAT I ()I,I
INITIAL CURE: 24 hours
DATE RECEIVEO AT LAB:
0n-5ite
8-26-93
F]ELD
8Y:
STORAGE FACILITIES; Cure Box
Carol yn Adams !'lIN/l-lAX
AGE
OAYS
DATE
TESTED
TOTAL LOAO
(LBS)
O I AI.|ETER
(lllcHEs)
AREA
(sQ Il{}
COMP . STR .
(Psr )
TYPE OF
FRACTURE
CYI-II{DER
I.'E I6HT
(LBS)
CYI.INDER
UI{IT UEIGHT
(PCF)
7
28
28
28
9- 1- 93
o-t -ol
9-22-93
9-22-93
9-22-93
112 , 000
I13 ,500
t4l ,500
134 ,000
138.000
6. 08
6.07
6.09
6.09
6.08
29.03
28.94
29. 13
29. t3
29.03
3860
39?0
4860
4600
4750
snear
snear
conlshear
conlshear
con/shear.
OESIGTI STREI{GTH PSI O 28 DAYS
TESTS 8Y LAEORATORY
s0Me
PERSOIII{EL ARE III ACCORDAIICE
IIIFORMATIO}I OF TEST REPORT
UITH APPLICABLE ASTM I'ITTHODS
I..IAY 8E PROVIOEO 8Y OTHERS
UI.ILESS OTHERI'ISE IIOTEO
REI.IARKS:
COPIES: R.A. l{elson & Associates, Inc.
Attn: l{r. Rick Agate.
Carolyn Adam Bobby J. HaYs
FIELD OBSERVER APPROVED BY
A3 ! nutu.l lrotcctlon to cll.nta, tha Publlc
cllcnti. and luthorlzation for Publ!c.tlon-of.p€ndinE our rlttcn approvrl. Sadpl'3 l{lll b'
A n}!fih.r ;f thc [l! grouF of <omP.nl's
and ouraalvat, all rrPortl
itatcmantt. Conc I ut lon! or
dl3Do3.d ol aftcr t.3tlng
.rc aubmlttld .s th. confldlcntl.l prolerty of
.rtrrctg trotn or t-Gglrdlnt our raporta lt retervta
li co|'rDl.ted unlGrt othcr rrrrrgaiantl agr"! to
Foin No. Ct{Ell3A 619l
R.'ffiffio
CHEN.NORTHERN, INC.
cot{suLT I t{G Et{Glt{[[RS Al{0 sclENTlsrs
REPORT OF CONCRETE TEST CYLINDER DATA
T0: MECl.t
Attn:
P .0.
Vail,
PROJECT:
EnterPri ses
Eustaqui o Cort i na
Box 3149
c0 81658-3149
Li ftside Building,
JOB t{0. 4 178 93-3 DATE: 8-27-93
SHEET I OF I
east of yesthaven DliYe and l/estin Hotel , South Frontage ltest, Vail, Colo.
PLACEHENT L0CATIoI{: Stair'way 5, Shaft !/alls to Elevation 76'
BATCH TICKET I NFORMAT ION
TRUCK NO. 16I
TltlE EATCHED: 9:46 A
TIcKET l{0. I1207
Tll,lE ARRIVED; 9:50
SUPPLIER: lJestern l'lobi l e
HIX DESIGt{ ilo. 4(B)
TIHE PLACE0: l0:00 AH-CU. YD. I0AD/ACCUM:
FIELO TESTING I NFORMAT IOX
Tll'lE TEST TAKEil: 10:05 /rl't
JOB SPEC I F I CAT I O}IS :
SLUtlP: Z 1/2 It{.
SLU]'|P: l'lax.4 I i{.
SAMPLE TEt.tP:
AIR COiITENT: 6. ?%
AIR CONTEI{T: 4-8%
67 "F AIR TEIIP: 70 'F
VET Ul{lT }lEiGHT: 142.0
VATTR AODED AT SITE -. GAL.
CYLI}IDER I NFORHAT ION
t{0. 0F CYLIT{DERS: 6 CYLII{OER SIZE: 6"x lZ" TII'IE CYLINDERS CAST:l0: t0 AM IIHERE CAST:
CURING I NFORMAT I ON
ItllTlAt CURE: 24 hours
DATE RECEIVED AT tAB:
FIELD STORAGE FACILITIES: Cure Box
8Y: Brian Scanl an I'{IN/MAX
CYLIT{DER
UNIT HEISHT
( PCF)
CYLII{DER
VEICTIT
(r8s)
shea r
con/shear
shear
shear
shear
shear
43 80
4610
5610
5610
57 00
5700
?9. r3
?8 .94
29.03
29.03
28.94
29.C3
6.09
6 .07
6.08
6.08
6 .07
6.08
127 ,500
135 ,000
163 ,000
i63,000
i 65 ,000
165,500
9-24-93
9-24-93
9-?4-93
9- 24-93
1
28
?8
28
?8
DESIGII STREI,IGTH 4OOO PSI @ 28 DAYS
LAEORATORY PERSONNEL ARE III ACCOROAIICE
sO},IE INFORMATIOI{ OF TEST REPORT
I.'I TH APPLICAELE ASTM HETHODS
HAY 8E PROVIOEO BY OTHTRS
UI{LESS OTHERlIISE I{OTEO
Erian Scanlan BobbY J. llaYs
FIELO OB5IRVER APPROVTO BY
COPIES: R.A. llelson & Associates, Inc',
Attn: Mr. Rick Agate '
Ai . fi turl prot€ctlon to cllents. th' public
cll€nts. !nd.sthorlzrtlon for publlcrtian of
pi.ai"i'."; '.itt.n .pprov!l ' s!ftPl!s trill bc
i mii'ii. 6t thc !l! erouP or cdnp'nles
.nd os.3clves. alI repor!t
it.temcnts, ConcIus ions or
di ipos.d of !ft.r t'3t1ng
!r. submittctl re th€ confidicntlrl prop'rty ot --€rtr.ct3 frotn or rcg.rding our ilports ls r's'rv'o
r!^iiii!.ia un16s1 i*rer irransencnts rsr"d to
Forn No. CHEll3A 6/9 r
CHEN.NORTHERN, INC.
c0l{suLTll{6 EnGil{EERs AfiD scIElrTlSTs
REPORT OF CONCRETE TEST CYLINDER
d:i%'S" OCI lg9.? -i
E o#l,-+lrii og
Q+trtffi.,y
leizu;'9
T0: l,lE0l'l Enterpri ses JOB l{0. 4 178 93-3 DATE: 8-31-93
Attn: Eustaquio Cortl na
P.0. Box 3149 SHEET I 0F I
vail, C0 81658-3149
PRoJECT: Liftside Building, east of Vesthaven Drive and llestin Hotel , South Frontage Road Vest, Vatl, Colo.
PLACEI,IET{T LOCATIOI{ :Stai r Shaft, llest.
SATCH TICKET I t{FoRl,lAT I Ol{ SUPPLIER: t{estern l'lobile
TRUCK N0. 161 TICKET ll0. 11345 l,llx oESIGII l{0. 44
TIIIE EATCIIED: TIl,lE ARRIVE0: TIHE PLACED: --- CU ' Y0. L0A0/AcCUl'l: 2f
FIELO TESTIIIG I l{FORl.{Af ION SAI{PLE TEI'IP: 68'F AIR TE}IP: 66 T
TIttE TEST TAKEII: 11:06 Al,i SLUI{P: 3 ltl. AIR C0llTEltT: 6.2X UET UIIT UEIGHT:
JOB SPECIFICATIOI{S: SLU}IP: II{. AIR COI{TEI{T: T I.'ATER ADOEO AT SIT€ O GAL.
CYL I i{OER I I{FORI,IAT I OI{
N0. 0F CYLII{DERS: 6 CYLINDER SIZE: 6"x 12" TII'IE CYLIIIDERS CAST: IIHERE CAST: on-Site
CURTI{C I IIFORI,IAT I Oil
iflITIAL CURE: 24 hours 0n-Site
DATE RECEIVED AT LA8: ---
FIELO STORAGE FACILITIIS:8Y: MIll/t'lAX
'iIJEDAYS
DATE
TESTEO
TOTAL LOAD
(L85 )
BI AI4ETER
(INCHES)
AREA
(sQ m)
COMP.STR.
(Psr )
TYPE OF
FRACTURE
CYL I]IDER
lIE IGHT
(rBs )
CYLII{OER
UI{IT IIEIGHT
(PCF)
7
t6
t6
28H
28H
9-7-93
9-7-93
9-?8-93
9-28-93
9 -28-93
9-28-93
94,500
95,500
u8,500
119 ,000
t19 ,500
l19,000
6.09
6.08
6.07
o. uo
6.06
6.0/
29. 13
29 .03
28.94
29.03
28.84
28.94
3240
3290
4090
4100
4140
41 I0
s hear
shear
con,/shear
conlshear
conlshear
con/shear
DESIGTI STREIIGTH 4OOO PSI @ 28 DAYS
TESTS BY LABORATORY PERSONIIEL ARE It{ ACCOROAI{CE !'ITH APPLICASLE ASTM I,IETHODS UIILESS OT}IERI{]SE flOIED
SO},IE I I{FORI.IAT I ON OF TEST REPORT I.IAY BE PROV]OTD 8Y OTHERS
REMARKS:
CoPIES: R.A. llel son & Associates, Inc.
tlestern l,lobi le; J V A, Inc;
Gwattrney Pratt Schultz; Town of Vail;lric Hahn Bobby J. HaYs
FIELD OBSERVER APPROVED 8Y
At I nltual prot.ct{otr to cll.nts' thc Publlc:ril our3clv.3. tll i.port3
cll€ntr. rnd ruthor{art'lon {or gubllcctlon of 3trt.rrcnt3. Conclutlon3 oiprndlng our wrltt.'l rpprovtl. Sr|||p1.}3 *lll ba dllpo3ad of .ft.r ttrtlng
in lirltlno.A rl rnb.F 6t thc E!! group ot co|r|parl.3
ai. rubnltt.d .. thc confldl.ntlrl pfoperty of
extrrct! tro$ or ragafdlng osr raFolti 13 rat.fvad
lr conolatcd unla!! othar afrlngan$nt3 lgFra.l to
Foni No. CMEll3A 5/191
I
CHEN-NORTHERN, tNC.
COI{SULTI IIG EI{6INEERS AI{t) SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
Ar. routu.l prot.ctlon to cll.nt3, thc pub'llc lnd ours.lvat. rll raFortr !r. subtnltted .s thc confldlcrtltl pioPcrty of
cll.nt., rn.t .[thorlE.tlon for publlcrtl;r of 3trtdr.nt3. Conclu5lons or sxtEctr ft-om oi r.9!rdlng our rcportE li-l:i::"ttleinaiii'our wit{tcn approvat. St|tE|l.3 wtil bc dlspos€d of.ft.r t!!tlng ls compl!t.d unlc.3 oth.r lrrrhgsn€ntr .9r..o ro
ln Frl tl nE.i rnlitiii Si th. EI! grouF of compeol.t Forn flo' cH€ll3A 6/91
T0: l,lECll EnterDrises J08 l{0. 4 178 93-3 0ATE: 9-13-93
Attn: Eustaoui o Corti na
P.0. gox 3149 SHETT 1 0F I
Vail, C0 81658-3149
PRoJECT: Liftside Euilding, east of Westhaven Drive and l{estin Hotel, South Frontage Road lrtest, Vai'l , Colo.
PLACEIIEI{T LOCATIOI{ :Footing at Grid Lines 28 to J, Page 5-1
BATCH TICKET IllFoRtlAIIotl SUPPLIER: \Jestern l{obiie
TRUCK ilo. ll4 TICKET fio. 01-9637 llIX oESlGl'l l{0. 44
TIIIE BATCHED: 1:34 Ptit TItlE ARRIVED: I:50 P TII'IE PLACEO: 1:55 Pil-CU. YD. LOAD/ACCU : f
FIELD TESTI116 I]{FORIIAIION
Tll,lt TEST TAKEI{: 2:00 P}l
JO8 SPECI F ICATIOIIS :
SLUHP: 3 l/2 I l{.
SLUtttP: l,lax.4 I t{.
SAMPLE TEI'IP:
AIR C0t{TEt{T: 6.5I
AIR C0l{TEl{T: 4-8X
66 "F AIR TE}IP: 48 "F
UET UlllT UEIGHT: 142.6
HATER AOOEO AT SITE O GAL.
CYLIIIDER I NF()RI'IATI OII
ll0. 0F CYLII{0€RS: 6 CYLItl0eR SIZE: 6"x i2' TIttE CYLIIIDERS CAST: 2:05 PH UIIERE CAST: On-Site
CURII{G II{FOR},IAT]OI{
Il{ITIAL CIIRE: 48 hours 0n-Site
0ATE RECEIVED AT LAB: 9-15-93
FIELD ST0RAOE FACILITIES: Under Cure Blanket
8Y: Carolyn Adams l'lIl{/MAX
AGE
DAYS
DATE
IESTED
TOTAL LOAD
(LBs)
t) I AlIETER
( I ricHES )
AREA
(sq rfl)
coltP. srR.
(PSr )
TYPE OF
FRACTURE
CYLII{OER
tJE I6HT
(L8s )
CYII UER
UIIIT U€IGHI
(PCF)
7
7
z8
?8
28
28
9-20-93
9-20-93
l0-11-93
l0-11-93
10-1t-93
l0-11-93
113 ,000
n6,000
o. uo
6.08
29.03
29.03
3890
4000
snear
shear
DESIG}I STREI{GTH 4OO() PsI @ 28 DAY5
TESTS 8Y LABORATORY PERSOIII{EL ARE IH ACCORDANCE VITH APPL]CABLE ASTil ilETHODS UIILESS OTHERI'ISE IIOTED
SO}IE II{FORIIAIIOI{ OF TEST NEPORT MAY BE PROVIDED 8Y OTHERS
REiIARKS:
COPlES: R.A. llel son & Associates, Inc.Attn: llr. Rick Agate.
Uestern ilobile, Attn: llr. Rlck Seyrnour
J.V.A., Inc. ;
Brian Scanlan Bobby J. Hays
FIELD OBSERVER APPROVTD 8Y
I
CHEN.NORTHERN, INC.
COI1SULTII{G EIIGIIIEERS AI{D SCIEXT I STS
REPORT OF CONCRETE TEST CYLINDER DATA
As . mutual proteetlon to ct.t.nts. th. Fubllc and o{r3elv.i, .ll rcports.r. rulnJt-t.d rr th. confldl€ttl'l prop'rty ot---,-j
ctl€nt5. and r|rthoil2rtton for puhllcsttotr of rtat6m€nti. conclualoh5 ot" .rtfacts lfor| cr f.gardlng ouf "Portt l3 r!3tfv'd
;;;;;;;'";;-*;;i;ii' ipp".'"r. Si"prii'"rir ie-aripo:.a or.ttii-iiiiini r; compl.t.d unl.33 athcr.rians.n!nts !st"'!'r rc
in wFit lho.A"rft:;":; th. !M sroue or comnini.! For$ Ho' cHErl3A 6'el
T0: t{Ecl,l Enterprises J08 ll0. 4 178 93-3 oATE: 9-14-93
Attn: Eustaquio Cortina
P.0. Box 3149 SHEET I 0F 1
Vail, C0 81658-3149
PRoJECT: Ltftside Suilding, east of I'lesthaven orive and llestin Hotel , South Frontage Road Vest, Vail, Colo.
PLACEI.IEIIT LOCAT I OII :!,alls, Grid 22 to 24 and Lines Q through J.
BATCH TICKET I]{FOR ATIOt{
TRrcK NO. 119
TIME BATCHED: I:01 PM
TI0KET 0. 19669
TIl,lE ARRIVED: l: 12 Pil T ]}IE
SUPPL IER: l,restern Mobi Ie
HIX DESIGN NO. B
PLACEO: I : 15 PM-CU. YD.L0AO/ACCUJI: 7 /?Ilr00
.
SI${PLE TEMP:
AIR C0f{TEl{T: 4.8i6
AIR C0ltTEl{T: %
FIELD TESTII{6 I I{FORI'IAT I OI{
TIl.lE TEST TAKEN: I : 22 Pl'l
JOB SPECTF ICAT iOIIS:
sLUl.tP
stu P
3 l/? IN.
It{.
76 OF AlR TE}IP: 60'F
tlET Ul{ IT llEI6HT: 143.6
HAIER ADDED AT SITE -- GAL.
cYL I I{DER I t{toRllAT l0ll
N0. 0F CYLII{DER5: 6 CYLIN0ER SIZE: 6"x l?" TIl.tE CYLIII0ERS CAST: 1:32 PM UHER€ CAST: 0n-5i te
ct RIllc I l{FoRl,lAT i0l{
Il{ ITIAL CURE: 24 hours
DATE RECEIVED AT LAB:
0n-Si te FIELD STORAGT
8Y: ---
FACILITIES: Concrete
r,llt{/},rAx
Bl anket
AGE
DAYS
OATE
TTSTEO
TOTAL LOAD
(LBs )
DIAHETER
( I ilCHES )
AREA
(sQ rr{)
colrP. sTR.
{PSr )
TYPE OF
FRACTURE
CYL]NOER
UE I6HT
(185)
CYL I I{DER
UI{IT TE I GHT
{ PcF)
7
7
aa
?8
a8
2&
9 -Z 1-93
9-21-93
10-12 -93
I0- 12-93
10- 12 -93
l0- l?-93
110,000
115,500
6.08
6.08
29.03
29.03
3790
3980
con/shear
con,,/shear
OISIGII STREI{6TH 4000 PSI O 28 DAYS
TESTS BY LAEORATORY PERSOI{IIEL ARE IN ACCOROAT{CE IIITH APPLICABLT AST!{ I'IETHOOS IJIILSSS OTHERVIST IIOTEO
SOI'{E INFORMATIOI.I OF TEST REPORT MAY BE PROVII)ED BY OTHERS
REI{ARKS:
coPIES: R.A. t{e1son & Associates, Inc.. Attn: Mr. Rick Agate.
Uestern llobiIe, Attn: llr. Rick Seyrnour
J.V.A,, lnc.; Gnathrey Pratt Sctlrltz;
Carolyn Adams BobbY J. HaYs
FIELO OESERVER APPROV€,o BY
t
CHEN.NORTHERN, INC.
COIISULTITTG E}tGIIIEERS A O SCIE TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
"10: lltCM tnterDrises JOB tlO. 4 178 93-3 OAIE: 9-16-93
Attn: Eustaqui o Cort i na
P.o. Box 3149 sHEEr I oF I
Vail. C0 81658-3149
pROJECT: Liftside Building, east of lJesthaven Drive and Vestin Hotel , South Frontage Road llest, Vail, Colo.
PLACEi{ENT LoCATIoN: valls at Grid Lines 22 to 24 and Lines Q thru J. Second Lift.
BATCH TICKET II{FORHAT ION
TRUCK NO. IL7
IIM€ EAICHEO: 3:14 PH
TtcK€T N0. 19803
Ill.tE ARRIV€0: 3:35
SUPPLIER: Uestern l4obi i e
t{Ix DESIGII }10. B
pLACto: 3:41 p -CU. Y0. LoAo/Accufrt 7l2ll48
FITLD IEST I]{G I I.IFORI,IAT I OT{
TltlE IESI TAKEII:3:45 Pl'l
JO8 SPEC IF ICATIOIIS:
SLUHP: 4
SLUMP:
SA PLE TEITP:
AIR C0t{TEf{T: 6.9X
AIR C0llTEt{T: I
76 T AIR TEHP: 65'F
ll€I UIIII VtIGllT: ---
VATER AtlOEO AT SITE 7 6AI .
CYL II{DER I IIFORI.IAIIOI{
tl0. 0F CYL II{DERS; 6 CYLII{DER SIZE: 6"x 12" TIME CYLIII0ERS CAST: 3:55 P I{HERE CAST: 0n-Site
CUR I I{G I TORHATIOI{
It'llTIAL CURE: 0n-Si te
DATE RECEIVED AT LAB: 9-20-93
FIELD STORAGE FACILiTIES;
8Y: Frank Potvi n
Insulated Blanket
r't I]{/HAX
CYL I IlDER
UIIIT I,'EIGHT
(PcF)
CYI IIIOER
VE I6HT
(r8s )
O I AI'IE TER
( INCHES )
JJOU
3380
9 -23-93
9-23-93
l0- t 4-93
t0-14-93
l0- l4-93
10- t4-93
7
7
28
28
?8
?8
DESIGI'I SIREI{GTH 4OOO PsI @ 28 OAYS
VITH APPLICABLE ASTtl IIETHODS
I.IAY 8E PROVIDED 8Y OTHERS
UI{LEsS OTHERUISE TIOTEOTESTS 8Y LABORATORY PERSOT{IIEL ARE III ACCORDANCE
SOHE I I{FORMAT I OI{ OF TEST REPORT
Carolyn Adans EobbY J. HaYs
FIELD OSSERVER APPROVED BY
C0PIIS: R.A. l,lel son & Associates' Inc.,
Attn: ilr. Rick Agate-
Vestern ilobl le , Attn: l{r. Ri ck Seynour ;
J,V.A., Inc.; Gwathmey Pratt Schultz;
Ar a inutull protactlon to cll.nts' thc publlc 'nd our3'lv€s' tll r'port3
aii..a.. ""u duthoFl:rtion toi grblictt{on of 3t'td€nt3' , Conclqiions or
grnding our FFltt.6 rPProval. blt|pt€t Hill b' disposed ot 'ft'r testlnq
A oernler ir th€ !!! grolP of corp.ni€i
.r. ilbntitGd dt th. contldtcntl'l tropc'tj' of--.-r
iri.a.i. t.*t or r.g.r.llng o'rr r'gortt l' i"'rveo
r.=^iliiiit.i -'"i'*r itt'e' i"ranscn'nt3'gF"d to
Foni o. cMfl t3A 6/91
CHEN-NORTHEHN, INC.
COIISULT I116 EII6INEERS ANO SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: IIECH Enterpnlses JoB t{O' 4 178 93-3 DATE: 9-20-93
Attn: Eustaquio Cortina
P.0. 8ox 3149 - SHEET I 0F I
Vail, C0 81658-3149
PRoJECT: Liftside Building, east of Vesthaven Drive and Vestin Hote'l , South Frontage Road Uest' Vail' Colo'
PLACE|IEiIT LoCATIoN: t{orth llall; Lines P-10 through P-?6, J to P'
EATCH TICKET IIIFORI,IATION
TRUCK HO. II4
IIME EATCHEO:
TICKET l{0. 993e
TIl.{E ARR ! VED: 3: 45
SUPPLIER: llestern Hobi I e
lllx DESIGI{ t{0. 44
TII'lE PLACED: 4:05 PH-CU. YD. LOAD/ACCUI'I:
FIETD TISTIIIG II'IFORI4AI IOII
TI|IE TEST TAKEI{: 4:10 Pl{
JO8 SPEC iF ICAI TOI{S:
SLUMP:4
SLUI,IP:
SAMPLE TEI,IP:
AIR C0I{TENT: 5. ?1
AIR CONTENT: T
?4 "F AIR TEI,IP: 7? .F
UET UI{IT I{EI6HT:
UATER ADDED AI SITE O 6AL.
CYLITII)ER INFORHATIOI{
t{0. 0F CYLIT{oERS: 4 cYLlI{OERSIZE:6.'xl?''TIllECYtII{DERSCAST:4:15Pl|I.IHERECAST:on-site
cuRlli6 I nFoRHAl loN
It{ITIAL CURE: 48 hours
OATE RECETVEO AT LAB:
0n-Si te
9-?2-S3
FIELO STORACE FACIL ITIES:
BY : I'brk Jensen
CYTINOER
UIIIT I.IEI6HT
(PCF)
CYL II{DER
!,E I6HT
(L8S)D I AME TER
( llrcHE5 )
9-27 -93
l0-18-93
l0- i 8 -93
1l-15-93
I
a6
28
56
DESIGN STRENGTH 8-4OOO PSI @ 28 OAYS
TISTS 8Y LABORATORY PERSOIINEL ARE III ACCORDANCE UITH APPLICAELE ASTH ITETHODS UNLESS OTHERVISE TIOTED
SOI.,IE IIIFORI,IATIOI{ OF TESI REPORT }IAY Bg PROVIDEtl 8Y OTHERS
oan f{eill Bobby J. HaYs
FIETD OESERVER APPROVEO BY
COPIE5: R.A. llelson & Associates, Inc' 'Attn: t'lr. Ri 6k Agate '
i{estern I'lobile, Attn: l4r. Rick Seyrnour;
J.V.A., Inc.; Gwathney Pratt Schultz;
A3 ! nutu.l Prote.t'lo. to cllcnts' th' publlc
cli.ntr. .n.l !uthorl!.!lon for publl€!tldn of
;.;;iil'";;-";iaiin ipprovrr. 3' pr'5 *{rr bc
a mlmb.r ;f rhc t!!l! s.orrP of comp'nr't
.nd ours€lvcr. .ll r.Pot'ts
ttatctrGnti. conc lusioni or
d t 3po3cd ol .ttGt tc.ilng
lrc srrboll.t.rt as thc confldi€lttl.l Prop'rty of
€xtractr tron or raEardlng ouF Feports it r'5'rw'o
il-iiipiitiJ unicrr 6ttrcr irranscnreatr !9r"d !o
Fortn t{o. cMEll3A 5/91
- Chdn €Northern,l
o
nc Consultng Engrneers and Scienlrsts
5080 Fload 154
Glenwood Sp.ngs. Colorado 81601
303 945-7458
303 945-2363 Facsrmrle
September 30, 1993
MECM Enterprises
P.O. Box 3149
Vail, CO 81658-3149
Subject: Observation of Foundation Excavations, Underdrain Recommendations and
Rock Anchor Testing, Proposed Uftside Building, Westhaven Drive, Vail,
Colorado
Job No. 4 178 93-3
Gentlemen:
As requested, Chen-Northern, Inc. obsewed the foundation excavations at the subject site
on August 30, September 2, September 9 and September 20, 1993 to evaluate the materials
erposet for foundation support. We also observed water seepage into the excavation and
observed rock anchor putL testing en August 30, September 3' 4 and 5. Our observations
and recommendations for foundation and underdrain design and results of the rock anchor
pull tests are presented in this report. Chen-Northern, Inc. previously conducted preliminary
and supplemintal geotechnical engineering studies for the project, rgPorted under Job No.
4 1?8'93, dated December 2, 1992 and July 12, 1993 respectively' We are providing
consulting and construction materials testing services as the project progresses.
At the time of our August 30 visit to the site, the foundation excavation for the stair core
C Elevator had been cut in multiple levels from 3 to 5 feet below the adjacent grade. Hard
shale bedrock was exposed in the bottom of the excavation. Shallow standing water_ and
mud was observed in low areas along the south side and at the northwest corner of the
footing excavation. On September 2 we observed foundation excavations at grid lines 25
to 26 and lines F through K. Fractured bedrock was exposed in the bottom of the
excavation and loose material was being removed to expose hard bedrock. We visited the
site on September 9 to observe excavations for spread footings on grid line 31 at lines G
through P and on grid line 13, lines W through Z. Sound bedroch free of loose material
was e-xposed in tbI bottoms of the excavations. On Septem-ber_ 20 we observed footing
"*ruuuiio* at grid lines Z and AA between lines 13 and 19. Hard, competent bedrock was
exposed in the bottom of the excavations. No water or loose material was observed.
The conditions exposed in the excavations we have observed are generally-ryilalle for
support of spread iootings designed for an allowable soil bearing pressure of 20,000 psfas
reiommended in our previous reports. Loose bedrock materials, water and mud should be
removed from the footing excavations prior to concrete placement. A leveling course of
structural concrete can bJ placed in footing areas where the bedrock surface is irregular to
facilitate construction of concrete form woik. The above recommendations were provided
to Dave Schrimer of R.A. Nelson and Associates, Ceneral Contractor, during our site visits-
MECM Enterprises
September 30, 1993
Page 2
Underdrain System: At the time of our August 30 visit to the site, we. observed.*u!"-'
n.*t.g fr"111 th- rock cut on the north side of the excavation approrimately at grid line 27.
The *iter appears to be groundwater which is percolating through natural fractures in the
bedrock. A'flow rate onlhe order of 3 to 5 gallons per minute was observed.
The seepage area is located behind the proposed north wall ofthe building. Because ofthe
location oithe spread footing foundation in this area, the seepage can probably be isolated
and collected inio a drainagl syst"* separate from the perirneter foundation drain-_ We
have reviewed the detail dr:awing provided by Alpine Engineering and Gwathmey, Pratt,
Schultz - Architects for a drain iniercept and conduit to collect and divert the seepage' The
drawing calls for a concrete drain pan to be constructed befiveen the north wall and the rock
cut facJ in areas where seepage oicuts. Backfill consisting of screened rock will be placed
above the drain pan to wittriia few feet of proposed exterior finished grade' Filter fabric
*ifi U" fiu."d over the drain gravel at depth iniervals of about five feet. Waterproofing is
propor*O along the back side bf the concrete foundation wall above the drain pans' Drain
i".,1 Uff be lo"cated at grid lines 27 and 29.along the north wall footing line' The drains
will outtet to two 4-inch-solid PVC pipes which witl conduct the seepage water beneath the
lower level floor slab and connect io the perimeter foundation drain on the south side of
itr* trifAing. The drain pipes will be approximately at elevation-42'5 or about l-foot below
finisheO inierior staU griAl. The drain pans will be conn"tted to each other with 4-inch
;i;;;;. perforated f,ipe which will assist in collecting seepage. from the rock face and
divert watlr to the setond drain in the event one drain pan or pipe becomes plugged'
The proposed collection system will probably be effective in collecting most of the seepage
water. However, seasonal changei in thl groundwater flgw and changes caused--by
foundation construction could result in seepagJbelow the floor slab areas in the future' We
,.L.o***nO underslab drains be installedlnlhis areagenerally in the locations shown on
;,E:i.--Th; Jrains should consist of 4-inch diameter peiforated pipe surrounded above the
ini"J t"u"t with free-draining granular material such us screened rock' The drains should
il" pi"""a "t least l-foot belo-w-the finished floor grade and sloped at a minimum l7o to z
suitable gravitY outlet.
Rock Anchor Testing: We observed rock anchor testing at the site on August 30 and
!"fr;f,filf ardE 1993. During our_August 30 visit, Yenlo.r B.rothers, the rock anchor
*6"o"r*.tor, p"rfor*"d putl testion fivelnchors for the Elevator C foundation' The
"."ft"i "i irid point I-25 was tested in cyclic loadin g of 25Vo, 50To, .75Vo,
LA1To, l20Vo- and
l304o ofthe design toua of 1125 kips. 'The four oiher anchors between grid lines 25 Td
26 andlines J and K were tested at iZOqo ofthe design load. Our observations indicate the
;il;;;;;;";med satisfactorily under the abovJ loading conditions' Rock anchor
movement was not measured as part of these tests'
Chen€Nofihern.lnc.
MECM Enterprises
September 30, 1993
Page 3
On September 3, 4 and 5 we monitored long term creep tests performed on four rock
anchors along the north wall footing between grid lines 25 ahd 30. The anchors were
stressed to L30Vo of design load and the load was maintained for the duration of the test"
24 hours. Vertical deformation or movement of the anchors was measured with dial'indicators accurate to within .001 inches. The dial indicators were mounted on tripods over
the anchors in such a way that movement of the adjacent ground would not affect the dial
readings. Total deformations measured varied from 0.018 inches to 0.341 inches. Where
a reading was obtained after the load was released, it appeared that about 90Vo of the
anchor rod deformation was recovered upon completion of the test. Based on telephone
co[versation with Tom Skinner of JVA, structural engineers, we understand the measured
deformations are within the expected range for elastic deformation of the anchor rods.
If you have any questions
Sincerely,
Rev. By: DHA
TtA/rh
Attachment
or if we can be of further assistance, please contact our office.
Gwathmey Pratt Schultz
R. A. Nelson - Attn: Dave Schrimer
Alpine Engineering - Attn: Jim McNeil
Town of Vail - Attn: Dan Stanek
:Nbifnfi,{*%"
Z -a.
7"t -r-2t .,:lioF
Chen€Norlhern.lnc.
L EGEND:
T t
( oi l.l\v, V,
,i
I
I
I
I
I
I
Ir-
I
I
I
!
I
i
!
Z_ -' r-r,'i- \irz
'oI
b.t -
-;--)
:r
iEl,:I
!et
t_
I
r+t-
I
I
I
--
t!
it
I (
1 -\
1t:. /
-aat,-:!:!
a\r-t
4 178 93-3 Chen€Nomlrern.lnc Approximate Underslab Drain Locations Fig I
wioI
\ " -.i,.
T6rll i ,' -l'Oijj
CHEN.NORTHERN, INC.
co suLT $lc EllcmEERs AID sctEttTtsTs
REPORT OF CONSTRUCTION ACTIVITIES
T0: ECt,l Enterprises J08 lio. 4 178 93-3 DATE: 10-4-93Attn: Eustaouio Corti na
P.0. Box 3149Vail, C0 81658-3149 DAILY REP0RT N0. 7 SHETI l0F I
PR0JECT: Liftsida Building east of lJesthaven Orive and t/estin Hotel , South Frontage Road Uest, Va'il, Colorado.
I/EATHER CollDITI0!lS At{D TEi-IPERATURE
C0i{TRACT0R'S CoNSTRUCTI0II ACTIVITIEs: P]aced 4000 Dsi C'lass B Conciete.
PERSONt.ItL:
HAJOR EQU I PI.IEI{T:
ACTIVITIES: R.A. tlelson & Associates placed 4000 psi concrete for the foundation wall frorn
Grid Lines Q thru Z.
CHEI{-I{ORTHERI.I'S SITE ACTIVITIES
lle observed the pl acement of concrete and six cylinders were cast fronr a sarple taken of the
concrele.
VEREAL COMI.,IUII ICAIION I.'ITH COI{TRACTOR, ENGINEER, ARCHITECT,0r,/r{ER
CoPIE5: R.A. l{elson & Associates, Inc.
J V A, lnc.; Gwathrney Pratt Schultz Town of Vai I .l
I
I
Oan Neill
FIELD OESERVER
Fred R. Cameron
APPROVEO BY
As. mutual protGction to cllents, thc public and oui3alvcr, ell rcport3 .r. subroltted .s th. conf'ld.ntltrl piopcrty of or-r clf.nts, .nd
.uthoriz.tlo; forpubllcrtiol ot st.t€ne;t, Conclutloni or extract5 lron or reg.rd{ng our r€por't3 lr rGicrvcd pGndlng our Hrltt€n rPprov.l.
Samples nlll be dlipos.d of rfter t€stlng ls compl.ted unl€ss oth€r.rrrngements.re.grced to In t|rltlng.
A nemb€r ot th€ HIH g.oup of complnles
CHEN.NORTHERN, INC.
CONSULIIN6 EiIGINEERS ANO SCI EI.IT t SIS
REPOHT OF CONSTRUCTION ACTIVITIES
T0: ECl,l Enterprises JOB ttO. 4 tZ8 9g-3 OATE: 10-5-93Attn: Eustaquio Cortl na
P.0. Box 3149Vail, C0 81658-3149 0AILY RtpoRT NO. I SHEET I 0F I
PROJECI: Llftside Building east of llesthaven Drive and l,,estin Hotel, South Frontage Road lJest, Vail, Col orado.
I.IEATHIR COIIDITIOIIS AI{O TEI4PERATURT
C0IITRACTOR'S COIISTRUCTIOI{ ACTIVITIES: Placed 182 yards of 4000 psi Class I concrete,
PERSOT{I{EL:
l'lAJOR EOUIPlrlENT:
ACTIVITIES: R.A. Nelson & Associates placed 4000 psi concrete for foundation wall at
Grid Lines 25 to 31 and C thru P.
CHEi{-NORTHERI'I' S SITE ACTIVIIIES
lle observed the placement of concrete. Twenty-four cyl inders were cast from sarnples taken of
the concrete. The first truck tested had a 6l/?" slurnp. It was brought to the attention of
llelson & Associates' representative, who brought it to the attention of representat i ve of
llestern Mobile. He told nre the driver added 12 gallons of water on the vray to the jobsite.
VERBAL C0l{l,iul.l I CAT lotl !llTH C0I{TRACT0R, EltGII{EER, ARCHITECi,OlINER
COPJES: R.A. i{elson & Associates. Inc.
J V A, Inc.; Gwathmey Pratt Schultz
li,estern Mobi I e;
Town of Vai I .l
oan Neill
FIELD OBSERVER
Fred R. Cameron
APPROVED BY
A3 r nrutual piotectlon to cllents, th. publlc and oursclvas. ill r.ports .r. tubmlttcd .3 th. confldcnti.t prop.r'ty of our cll€nt3' rndruthorll.tlon for publii:.tlon of stat.mcnt. Cohclusions or er(tracts from or rrgrrdlng our raports l. 163.rvcd p.bdlDg our |{r'{ttcn.pprovrl,S.mpl.s wlll be dlsposcd of.ft€r te3tlng ts c.mpl€tld unl€ls oth.r .rr!ng€m.nt! .re rgrc.d to ln writlng.
A m€nrbcr of thc {!! gnoup cf campanl.i
CHEN-NORTHERN, INC.
COI'ISULT]}IG T116INEERS AND SC ] EI{TI STS
REPORT OF CONCRETE TEST CYLINDER DATA
As. mututl prot€ctlon to ctJents, the publlc and our3€lva6, sll r€ports .r€ sub|tllttcd.3 the conf'ldlentirl proparty of
cli€nts, and authoriz6tton for publication of statem€nts. Cohcluslon. or extrrcts frod or r€garding oqt. r€port3 l9 rca.rved
periding our tlritten rpprovrl. Sntt|plei iill be dlsposed ol .fter tertlng is conpleted ,nlesE othor crr6ng€m€nt3 .gracd to
Jn wr.iting,
A mdnber ;f the !.1! e.oup of comp.nic3 Fonn flo. CME113A 6/91
T0: tlECl,l Enterprlses JOB N0. 4 178 93-3 DATE; 9-13-93
Attn: Eustaquio Cort ina
P.0. Box 3149 SHEET I 0F I
VaiI, C0 81658-3149
PROJECT' Liftside Building, east of lJesthaven Drive and Vestin Hotel , South Frontage Road Uest, Vail, Colo.
PLACEI|ENT LOCAT]ON:Footing at 6rid Lines 28 to J, Page S-l
BATCH TICKET INFORHATI0N SUPPLIER: ly'estern ilobile
TRUCK f{0. 114 TTCKET N0. 01-9637 fitX 0Est6fi N0. 44
TII'IE BATCHED: 1:34 Pl'l TIME ARRIVED: 1:50 PM IIltlE PLACED: l:55 Pltl-CU. Y0. L0AD/ACCUI'I: 7
FIELD TEST]116 I t{ FORI.|AT I OI'I
TIME TEST TAKtt{: 2:00 Pl'l
JO8 SPECIFICATIOI{S:
SLUMP: 3 1/2 IN.
SLUfIP: Max.4 lN.
SAI'IPLE TEI.IP:
AIR CONTE|{T: 6.5%
AIR C0i{TEt'{T: 4-8%
66 "F AIR TEI{PI 48 "F
I.'ET UI{IT t{E I6HT: 142.6
I'IATER A0DE0 AT SITE 0 GAL.
CYL I NDER I I'IFORI'IATION
N0. 0F CYLIN0ERS: 6 CYLI|{DER SlZE: 6"x 12" TIME CYLINDERS CAST: 2:05 Pt'{ !',HERE CAST: on-Site
CURINS I I'IFORI''IAT I OtI
It{ITIAL CURE: 48 hour6 0n-Site
DATE RECEIVED AT LAB: 9-15-93
FI[L0 ST0RAGE FACILITIES: Under Cure Bl anket
BY: Carolyn Adams fll t{/t'lAx
A6E
DAYS
OAT E
T ESTE O
TOTAL LOAO
(LBS )
OIAMETER
( r NcHts )
AREA
(sQ rN)
c0r1P . sTR.
(PsI )
TYPE OF
FRACTURE
CYLII{DER
I.IEI6HT
(LBs)
CYLII{OTR
UXlT lIE1GHT
( PcF)
7
-l
28
t6
28
9 -20-93
9-20-93
10-11-93
10-11-93
l0- 1t -93
l0- l1-93
113 ,000
I16,000
147 ,000
156,000
155, s00
i53,000
6.08
6.08
5.98
5.98
5.98
5.98
29. 03
29 .03
28.09
28. 09
?8. 09
28.09
3890
4000
5230
5550
5540
5450
shear
shear
shear
snean
shea r
shear
DES IGI{ STREIIGTH 4000 Pst @ 28 DAYS
TESTS 8Y LAEORATORY PERSOIIITTL ARE III ACCORDANCE IJITH APPLICABLE ASTI't METHOOS UNLESS OTHERI.IISE IIOTEO
SOI'II II{FORI'IATION OF TIST REPORT },tAY 8E PROVIDEO 8Y OTHERS
REMARKS:
CoPIES: R.A. lielson & Associates, Inc.Attn: Mr. Rick Agate.
Uestern l.lobiIe, Attn: 14r. Rick Seynrour
J. V.A. , I nc. :
Brian Scanlan Bobby J. Hays
FT€LD OBSERVER APPROVEO BY
CHEN.NORTHERN, INC.
CONSULTING EN6I NTTRS ANO SCITNTISTS
REPORT OF CONCRETE TEST CYLINDER DATA
Ac r mltual protectlon to cltent!, the publlc dnd ourtelv€!. dll r€ports ar€ sub itted.s th. confldlent{.1 pt-oPcrty of
cl1€ntsi anat .utho.12.tron for publlc.tton of st.tenent!. co.clu;lon! Dr €rtrnct: flon of flglr.llsg Dtf rcPorts 1!,I:t-t!t"tlpi,idi,ig'..i wii'it"" .pp."u"r. i:amples vrill b€ dlsposed of.fter testtng i. co'rpteted unlers oth.r lrrar|gemcnts rgr.'d to
In wrlting.I ncrnler if the {l! groop of complnies forrr tlo' C!'tEll3A 6/91
T0r l{ECt{ Enterprises JOB N0. 4 178 93-3 DAIE: 10-4-93
Attn: Eustaqui o Cort ina
P.0. Box 3149 SHEET I 0F I
Vail, g0 81658-3149
PR0JECT: Liftside Building, east of Vlesthaven Drive dnd lJestin Hotel , South Frontage Road l'rest, Vail. Colo.
PLACEI,IEI{T LOCATION :Foundation llal l: Lines 0 thru Z.
BATCH TICKET INFORMATION
TRUCK l{0. l5l
TIIIE BATCHED: I :35 PM
TICKET NO. 0486
I IME ARRIVEO: 2:05 PM T I I.,IE
SUPPLiER: [,estern llobi Ie
l'{lx DEst6t{ t{0. 44
PLACEO : 2 :30 Pl'l-Cu.Y0.L0AO/ACCU|"| :28
FIELD TESIING INFORMATION
T Il'lE TEST TAKEiI: 2:2Q P[|
JOB SPECIFICATIONS:
SAMPLE TEMP:
C0NTEiIT:5.5%
COllTEllT: iA
7T "F AIh TEHP: 70
VET UNIT UE I6HT i
VATER AOOED AT SITE
|.
SLIJI{P
S LUMP
31/2 rN.
IN.
AIR
AIR GAL .
CYLINDER I NFORMAT I ON
N0. 0F CYLII{DERS: 6 CYLII{DER SIZE; 6"x 12" TlMt CYLINoERS CAST: 2:30 PH trtl-IERE CAST: on-Site
CUR I NG II'IFORI'IAT tON
INITIAL CtiRE: 48 hou rs
OATE RECEIVED AT LA8:
0n-S i te
l0-6-93
FIELO ST0RAGE FACILITIES: Hot 8ox
BY: Carolyn Adams MI t{/l'lAx
AGE
DAYS
OATE
TESTED
IOIAL LOAO
(LBs)
DIAMETER
( iNcHES )
AR EA
(sQ rr{)
COMP , STR.
(PSI )
TYPI OF
FRACTURE
DYLINDER
UEIGHT
(LBs )
CYLINDER
UI'I I T VEIGHT
(PCF)
7
7
?8
?8
28
a8
l0-11-93
i0-t t-93
1I-l-93
1 1- 1-93
r _t- 1_YJ
u-I-93
105,500
1 14 ,000
6.06
6.08
28.84
29.03
JOOU
3930
snear
snear
D€SIGN STREI{GTH 4OOO PsI @ 28 OAYS
TESTS BY LABORATORY PERSONNTT ART IIt ACCOROANCE l,ilTH APPLICABLE ASTI4 MEIHOI)S UI{LESS OTHERVISE I{OTED
SOME IIIFORMATIOI.I OF TEST REPORT MAY B[ PROVIOEO BY OTHERS
REMARKS:
COPIES: R.A. Nelson & Associates. Inc
Town of Vai l; Uestern Mobile;
J V A, Inc.; Gwathm€y Pratt Schultz Oan t'lei I I Bobby J. Hays
FIELD OESER"ER APPROVED BY
I
CHEN.NORTHERN, INC.
COI{SULTI I{G ENGII.IEERS AI{D SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As I [!utu!l protoct{on to cllents, tho publlc rnd ourr.lvait al1 r.ports .r€ tub|nltt.d at the corfldl.ntful Froparty of
cllant', trnd authorlzatlon tor publlcrtlon of atrtem€nts. Conelutlon3 o|. lxtractt tro0t or ragardlng our raport6 la raaarvcd
gcndlng our r.fttt.n apFt-cvt'I. ss$ple3 r|lll ba dl3po3ed of .ftef t.3tlng t5 cdapl.tad unlca3 oth€f rrFrngdnantt lgra.d to
in lrritlng.
A mcmb€r 6t th€ II! group ot comp.nl.s Fonn llo. c Ell3A 6/91
T0: tlEClil Enterprises JOB il0. 4 178 93-3 OATE: 8-31-93Attn: Eustaquio Cortlna
P.0. 8ox 31't9 SHEET I 0F IVail, C0 81658-3149
PR0JECT: Liftside Building, east of Uesthaven Drive and Vestin Hotel , South Frontage Road l{est, Vail, Colo,
PLACEMET{T LOCATIOI{:Stai r Shaft, t{est.
SATCH TICKET II{F0RMATI0N SUPPLIER: l,estern lobiie
TRIJCK NO. 16I TICKET I{0. 11345 I,IIX OESIGfl IIO. 44
TIfilE BATCHED: TIME ARRIVED: TIilE PIACE0: --- CU. Y0. LOA0/ACCU|4: 2l
FIELD TESTI}IG I I{FORi.IAT i Ot{ SA}'IPLE TE}IP: 6S T AIR TEI.IP: 66'F
TIIE TEST TAKEI{: 11:06 AM SLUtrlP: 3 Itl. AIR C0llTEtlT: 6.21 trET Ut{lI IJEI6HT: ---
JOB SPECI F ICAT I0l{5: SLUf,lP: il{. AIR C0t{TEllT; ?( UATER AODID AT SIIE 0 GAt.
CYL II{DER II{FORUAT IO}I
t{0. 0F CYLII{0ERS: 6 CYLINDER SIZE: 6"x 12'' TIIIE CYLITIDERS CASI: }IHERE CAS'I: on-Site
cuRtNG 1r{toRr,rArr0ll
lllITiAL CURE: 24 hours 0n-Site FIELD ST0RAGE FACILITIES: ---
DATE RECEMD AT LA8: --- BY: tllf{/M$(
AGE
OAYS
DATE
TESTED
TO"IAI LOAD
(L8s)
Dl A},IETER
( Il{cHES)
AREA
(sQ Ifl)
coilP. sTR.
(Psr)
IYPE OF
FRACTURE
CYL II{0Efi,
uEtclfr
(LBs)
CYt I1{DER
UIIIT UgI6HT
( PcF)
7
7
28
28
'A
?8
H
9-7-93
9-7-93
9-28-93
9-28-93
9-28-93
9-28-93
94,500
95,500
r 18, 500
119,000
1 19 ,500
119.q00
6.09
6.08
o -\tl
6.08
6.06
6.07
29. 13
?9.03
28.94
29.03
28.84
28.94
3?40
3?90
4090
4100
4140
4110
shear
shear
con/shear
con/shear
cofl./shear
con/sfiear
DESIGI{ STRTI{GTH 4OOO PSI S 28 DAYS
TESTS 8Y LAEORATORY PERSOI{I{EL ARE iI{ ACCORDATTCE UITH APPLJCABLE ASTI,I },IETHOOS U}ILESS OTHERTIISE IIOTED
SOM€ ]NFORMATIOI.I OF TEST REPORT I1AY BE PROVIOED BY OTH€RS
REIIARKS :
COPIES: R.A. ilel son S Associates, Inc.
Uestern l,lobi le; J V A, Inc;
Gwathmey Pratt Schultz; Iown of Vail;Eric Hahn Eobby J. Hays
FTELD OBSERVER APPROVED BY
lRrn't strp ? [rtrto?
CHEN.NORTHERN, INC.
COflSULT IIIG ENGIII€ERS A}ID SCIEIITISTS
REPORT OF CONSTRUCTION ACTIVTTIES
TOi llECfi Enterpri sesAttn: €ustaquio cort{na
P.0. Box 3149
vai [, co 81658-3149
PROJECT: Li ftside Building east
JoB xo. /r 178 93-3 DATE: E-18-95
OAILY REPORT IIO. 1 SHEET 1 OF Z
of Uesthaven Drive ard lrestin llotet, South Frontage Road llest, Vail, Cotorado
REPORT OF STRUCruRAL STEEL IIISPECTION
Per clientts request, I rent to Zimkor Corporation to perform a shop inspection on their stnrtur€t
steel srd xetding practices.
Upon arrival at Zi[*or, I noted the facltity has been in buainess since 1976 rith sffruat sales
aversging 6.1 mittitr|. I mt Hith Hichaet thay Hho is s Certified t'letding lnspector per A-ll.S.0,I.1. e.d has been xith the conpany since 1979. He xas expecting m and furnished ne rith the
fot toeing inf oflnatidr for my inspect i on/audi t :
accessible to alI
r.sed for bonding.
TRACEABILITYI I
clearly maeked on
used consisted of
uhich rere srppl i
[,ELD ATER IAL:
COPIES: R.A. lletson & Associates. Inc.,Attn: llr. Rick Agate.
J.V.A. . Inc.;
I noted att first revision btueprints pere on the shop ftoor and easity
r*ro need them. Prints noted typed steet sizes ard typed Hetd syrnbots to be
observed att identification nnbers, heat trace ntrnbers ard Helders l.D.
the steel itself. There nas no stanpirlg just chatk marks. The tog books
incoming matefia[. The materiat costs Here in the purchssing d€partment,
ed at tlry fequest atong rith the he6t trace nu$ers.
I noted that atl Helders rorking on Job # 1255 r{€re ceftified by copies
1)
z>
3)
furnished to tne of their pre-quatifications. Uetders could be traced by their I.D. rrr$er
morked on the steel itself. The HeLd pads Hefe prope.ty stored in hot box avens and removed
before each ussge. lnspections of retds consisted in the shop of 100X visuat. I noted the
inspector logged every piece of steet inspected by Job llrnlcer and had persomet repair any
defect i0n€diatety, There are a total of 13 to 14 futl/partiat penetratiofl tetds for thisproject. I am coordinating Hith an o{rtside agency to cofi€ in to p€rfonn ultrasonic testing.
The specific6tion requi red 100X UT, along yith 101 mag particle, Typical lelding inctuded 1/4
al t arourd.
4, fiARDiiARE: The hardxare ritl be shipped along rith the materiat. I noted att fii-Strength
hard$are had certifications from the supptier in the purchasing departrEnt,
5) SIoRAGE/SH I PPI tlc: I noticed some mateciat ready to be shipped rere on traiter Hs ard stored
rnder roofs for protection against corrosion. There is no painting invotved m this materiat.
ilaterial gets togged in by I.D. nurbers before being shipped to custotners atorlg Lith proper
certificatisrs. t noted 3 tractor traiter beds vith various colums/b€aors (size 14 x ZZ x 50)
ready for sh iprent to the Liftside project. The first estirnated shipping date is 9110193.
I cwld only i nspect about 25X of the steel d.m to the stscking operations. I visuatly
inspected the Hetdrcnt for these cotums/beans ard found the size, tength for these Fuddterelds to be acceptable. I performed a t)4qicat ar.rdi t on 5 various pieces of steel through their
l.D./tr6ce nt"nbers for tfsceability prJrposes. Four pieces re|.e traced to the purcftssing
departmnts. files, Hhere all docunentst i on Has pfesent. Ofl€ piece had just been conpteted,
therefore all retevant paperxork had mt been fiLed yet-
Charles Bet I
FIELD OBSERVER
Dafrelt C- lluss
APPROI/ED gY
As r mutull prot.ctlon to c'llcrts, thc pqbllc 6nd oqrs.lvc3. all rcportr.r€ sub$lttad rr th. cortidcrttal propcrty of our cllcntr, lnd
authorl!!tlon lor Fubllcatlon of rtatcccnt. Conclu!lonr or cxtr.cts frori or ragcrdlng our r€port5 ls r.c€rvad pandlng oor r{rltten apptov'l'
S.6pl.! r.lll br dtipo..d of altcr tcatlng l3 corrpl.tcd udl€si other lrr.nge|n€ht. .ra.gr..d to in wrltlng.
A membcr of the HlH grorp of contpan{ca 'd -- o*ro2.6/tt
CHEN.NORTHEHN, INC.
COII$JLTI }IG EIIGIII€ERS AXD SCIEIIIISTS
REPORT OF CONSTRUCTION ACTIVITTES
TO:ECll Enterprises
Attn: Eustaquio Cort ina
P.O, Box 3149
Vail, Co 81658-3149
JOB nO. 4 178 93-3
DAILY REPORI IIO. I
oATE: 8- 18-93
PROJECI: Liftslde Bui tding east of uesthaven Drive ard llestin llotet. South Frontag'e Road tl€st
sfl€ET 2 0F 2
, vai [, cotorado,
6)nECOilf'lEilDAT t OllS: Zinkor has been in business for over 27 years and it ePPears they have I
aG[t group;apersomel rorking together. This particular Proj€ct is. eryected. to be goirxg
on for at'teast 3 months. tn order to support the on-going fabrication for this Project,
outside pergomet should b€ oi-site at teast 2 to 3 tims a lreek awraging 4 hours a vigit-
The support needed gitl be on'goin9 t00X shoP insPectiofl of Hetds, misce
and U.T- insFections. Atong r.ith this, good Gl.|P Prsctices, Project sPec
practices shoutd be nonitored frequentty.
I laneous a|ag, Part i ct e
ifiction and prccedre
COPIES: R.A. Netson
Attn:
& Associates, lnc,,
Mr, Rick Agate.
Charles Bel t
FIELD OtsSERVER
Darrel I C. lluss
APPROVED BY
43 a rhutull protcctlon to ctt.ntt, th. publlc rnd oursclvcs, .ll r.po.ta .rG 3ub.nlttcd rt th. confld.rtl.l ProP.rty ot our cllcnttr "dauthorlzstloh for publtc.tl0|r of rtrt.d.nt. concluslona or rrtrrctr ironr or rrgal.dtng osr r.portr l. ra-3arvad P.ndlng cuF r',rltt.n rpprov'l '
a;;i;iia;iii t. afspo'cJ"i.ttcr t.sttng ti canptGtad unt.33 oth.r .Frlng.nrrnts .r. .sr.cd to ln 'n'ltlng.I incmlei oi thG t!!h gronp o{ coriptht.s toet 16' c*$t 6'er
CHEN.NORTHERN, INC.
CONSULTING
'116II{EERS
AI{O SC IEI{T I ST5
REPORT OF CONCRETE TEST CYLINDER DATA
As ! nutusl protectlon to cll.nt., th. plblic and o!r3.le€5, .ll r.ports lrc eubmittad.t thc co'ltldlGntl.l prop.rty of
cllent3r rnd alrthqr't2.tloh for Fnbllcatlon ot strtehant3. conclurtons or .r!r.ct3 trdr or r.gafdln9 our r.Portt 1s f.scrvc.l
Fendlng our lrrlttan.pprov6l. S.nple3 wlll be dispored of ltter t.sting i3 co.Dpletcd unla!s other lrr.ngenents .greeo (o
ln Hrl t lng.
A 'nahb.r;f th. tll]! group ot conplnios Fom xo. CMEtl3A 6/91
T0: ilEcll Enterprises JoB N0. 4 178 93-3 DATE: 8-18-93
Attn: Eustaquio Corti na
P.0. 8ox 3149 SHEET 1 0F I
Va'il, C0 81658-3149
PRoJECT: Liftside Building, east of llesthaven Drive and Uestin Hotel, South Frontage Road Vest, Vail, Colo.
PLAC€MEI{I L0CATIO|i: Stair Court I flevation 32 thru 46.
Concrete tested fras placed in the East llall and genter lJall, Elevation 35 thru 38.
BATCH TICKET It{FoRllAT lotl SUPPLIER: trrestern llobile
TftucK N0. 1098 TICKET N0. 018763 fllx DESl6t{ l{0. 44
IlliE EATCHED: 12:39 PM TIME ARRIVEO: 1:15 PM TIIIE PLACTD: l:18 Pf'l CU.YD.!0A0/ACCUi|; 7149
FIELO TESTII'IG II{FORMATTON SAMPLE TEMP: 78 "F AIR TEI'IP: 9t "F
TIHE TEST TAKEII: l:30 Pfl SLUIIP: ? 3/4 It{. AIR C0f{TE}lT: 4.11 lltT Ul{lT }lEI6tlT: ---
JOB SPECIFICATI0NS: SLUHP: 4 IN. AIR C0IIIENT: 4-8X I,ATER AD0ED AT SITE 0 GAL.
CYL I NOER I IIFORI,IAT ION
tiO. 0F CYLINDERS: 6 CYLII{DER SIZE: 6"x 12" TIMt CYLIIiDERS CAST: l;35 Pt',| IIHERE CAST; 0n-Site
CURIIt6 IIIFORI{ATIOI'I
iNITIAL CURE: ?4 hours
DATE RECEIVEO AT LA8:
0n-5i te
8- r 9-93
FIELO ST0RAGE FACILITIES: Cure Box
8Y; Brian Scan lan l'lIll/MAX
A6E
OAYS
DATE
TESTE O
TOTAL IOAD
(t8s)
DIAMETER
( I NCHES )
AREA
(sQ Ir{}
COMP. SIR,
(Psr)
TYPI OF
FRACTURT
CYL I II DER
I.'E I GHT
(LBs)
cYUt{0[R
UHIT UEI6HI
(PCF )
7
1
28
2S
*28H
*?8H
8-?5-93
8-25-93
9-15-93
o-1q-o?
9-15-93
9-15-93
104,500
110,000
134,000
143,000
142 ,500
l4?. 000
6.08
6.08
6. I0
6.09
6. 08
6.08
29.03
?9.03
29 .22
7.9 . L3
29 .03
?9.03
3600
3790
4590
4910
4 910
4890
shear
shear
snear
shear
shear
shear
OES IGI{ STRING]H PSI 0 28 oAYS
TESTS BY LABORATORY PERSONIIEL ART IN ACCORDANCE !'ITH APPLICABLE ASTM METHODS UNLESS OTHERUISE NOTED
SOMT INFOR}IAI]ON OF TTS] REPORT MAY BT PROVIOEO BY OTHIRS
REIIARKS: * N0TE: Do not dispose of "Hold" cylinders until architect has approved disposal
COPIES: R.A. llel son & Associates, Inc.Attn: Mr. Ri ck Aqate.
Brian Scanlan Eobby J. Hays
FIELD OBSERVIR APPROVEO 8Y
CHEN-NORTHERN, TNC.
COIISULTI [G EIIGTIEERS AIID SCIEIITISTS
REPORT OF CONSTRUCTTON ACTTVITIES
TO: llEcf,l Enterprises JOB llo. 4 178 93-3 DAIE: 8'25-93
Attn: ErJstaquio Cort ina
P.0. Box 3149
Vait, C0 81658-3149 DAILY REPoRT llo. e S{EET 1 OF 1
PRoJECT: Liftside Building east of llesthaven Drive and llestin Hotel, South Frontage Road lrest, Vail, Color*'
REPORT OF STRUCTURAL STEEL
Per clientrs request, I ms on-site at Zimkor etaLs. Corporation to vlsuatty obsefve the
fabricat i onleetding of structuraI stee] fo. the Liftside Project'
t coordinated rrith a representative from HQS Inspection to p€rfoflo uitraso.ric testing on
futt/pattiat pen€treti on Hetds. I Hitnessed a tot8l of nine penetrat i on relds being tested. See
sttached insp€ction report. Alt pieces uere accePtable'
I atso perfoflDed visual Hetd inspections on various pieces of beans/cotutns. Att the Flddte Hetds
rere aCceptabte, t ra6 i nformed the Liftside Project has been moved ql for the structrrral Eteel
portion fdr Z to 5 Heeks. I am requesting another shop inspection for Friday, August 27' 1993 to
perform some mag. part ic I e.
CoPIEST R.A. l,lelson & Associates, lnc.,
Attn: l{r. Rick Agate.
J.V.A., !nc.;
Husschartes BeI I
IIETD OESERVER
oarrel I c.
APPROVED 8Y
As I mutuat protGctton to cltcnt!! th. publlc rnd ourielvo3, dll ..port! rr. subnlttld a! th. confldGntlll Prop.rty of out'.cll'nt3' 'ndauthortzatton tor Dubltc.tton ot .t!tamGnt. Conctu.lons or €rtF.cts tro|n or r.g.rdlrg ou|- r.por_ts ls rc3.tv.d pcndlng our Hrltt'n rpFtov'l '
Simptcs wttt te airpo*cd ot attcr tcitlng ls corplat.d unl.s! othar arranger.nt*.r. lgrc.d to ln wrttlng.
I fumtcr ol H'. ilir g'"up of complnl.s - 'de' "*rer 'Al
.trEire - r'acor^ Alef*ls
I]LTR.ASONIC REPORT
vage-Lot 1
P.u ti:.._2..-z t-_BJ__
crtrol Ib.-=8€€.3__
M ltb. al.\ 7
EF Pocedrezz-..S-lgtge
ltrpcifrFFicn 414lS lr,l- l- 97
I€]d.ht 8|,,-FI€ldre rCZra.Z
!ffiiaf lhickress
ICEFTE
EfIigEt Kl3 A r.rsk 7,) /^"/ e-l".4g
Tadg s;"'s/d^7+'jYde zo- s/-t, z,-uqa7
h+ta4.S
f
Hd.{Fl
Ih Trhi fi.ratr'Cn H.g .B
&,
trxxo
EBIl
FT
fi
Ttsr<rer Fedirg Eftct Icc*im
Bd
E
nnxa
'8HEsFG,Io
$s
A
fir
B
EtrlrEIJ
fEac
+tp
EE
D
li'axvtt
d.d
ctl]
$e<d
c|l.Hfi;
-cH
E,fr
7,.1 z A
t.7 4t-t a
3 rzqc,,4
1 zzu A
5 2.114-t?
e " 314 - 72
7 ?374-43
R ?-22 A
q 7,2,2A
..'i:,,":
'.t
fqrwfcs
lEdtdcian '1
coRREC iEE eoJ\l
CHEN.NORTHERN, INC.
COIISULTI.NG ENCIIIEERS AI{D SCIEIITISIS
REPORT OF CONCRETE TEST CYLINDER DATA
As. n{turl prot.ctJon to €t1.nt3r tha publlc rnd ourselv.s, rll r€ports arc stlb'nltt.d r! thG confl.l{efitt.l prop'rty of
cttlnts, and.uthorrz!tloo for publ.lc.tlo' or 3t!t.hcnts. concrurlcn3 or.xtr.cts fro't or r.s.rdl'|g oof rcPortr 11-I:t-tl""',;;;;i;; 'd;-;tiien
"pp""'rr. ii'nptii rrrr b. d.ispoaed ot !t!er test.tng l3 coDpleted uh)..' oth.r.rr.ngencnt5.gr..o to
,i";#;";i th€ !I! sroup or companf.r ForG Ho' cHEllsA 6/el
T0: l'lECll Enterprises JOB ll0. 4 178 93-3 OAT[: 8-25-93Attn; Eustaguio Corti na
P.0. Box 3149 SHEET I 0F I
Va'il, C0 81658-3149
PR0JECT: Liftside Euilding, east of llesthaven Drive and Vestin Hotel , South Frontage Road lJest, VaiI, Colo.
PLACTIIENT LOCAT IOI{:Stdirway No. 5, Level 32 thru 34.
EATCH TICKET I I,IFORI{AT IOI{
TRUCK NO.
TII.IE BATCHED:
TiCKET }IO.
TIIIE ARR I VEO:
SUPPLiER: lJestern flobi 'le
MIX DESIGI{ ItO.
TIME PLACED: CU. YD. LOAOIACCu}|:
FIELD TESTIIIG I I{FORI'IATIOII
TIME TEST TAKEII:
JOB SPECIF ICAT IOIIS:
SAMPLE TEITP: 'F AIR TEMP: 'F
SLUlrlP: Il{. AIR COI{TEI{T: X iJET UI{IT |{EI6HT:
SLUIIP: llax.4 lil. AIR COllTEliT: 4-8fr UATER AD0E0 AT SITE GAL'
CYLII.IDER ] I{ FORITAT I OI.I
tlo. 0F CYLINDERS: 5 CYLINDER SIZE: 6"x 12" TIME CYLINDERS CAST: UHERE CAST: On-Site
CUR I I{6 I IIFORI'|AIION
INITIAL CUR€: 24 hours 0n-Site
DATE RECEIv[D AT LA8: 8-26-93
FiELD STORAGE
BY: Carol yn
FACILIIIES: Cure Box
Adarns MII{/l,lM
AGE
DAT S
OAIE
TESTED
IOIAL LOAD
(LBS)
O I AI'IE TE R
( I IICHE S )
AREA
(sQ ru)
COMP. sTR.
(Pst)
TYPI OF
FRACTURE
CYL II{DER
I,/E I OHT
(tBs)
CYL II{DER
UNIT VEIGHT
(PcF)
7
7
28
?8
z8
9-l-93
9-l-93
9-2?-93
9 -2 ?-93
9-2?-93
I l?,000
I13 ,500
l4l ,500
134, 000
138 .000
6.08
6 .07
6. 09
6.09
6.08
29.03
28.94
29. 13
29.13
29 .03
3860
39?0
4860
4600
47 50
shear
shear
con,,/ shear
con/shear
c0n/shear
t)TSIGII STREI'IGTH PSI O ?8 OAYS
TESTS 8Y TABORATORY PIRSONNEL ARI IN ACCORDANCE I.'ITH APPLICABLE ASTM t'ITTHODS UI{LESS OTHERVISE ]{OTE()
SO''IE INFORHATION OF TIST REPORT IIAY BE PROVIOEO BY OTHTRS
REMARKS :
COPIES: R.A. t{elson & Associates, Inc.Attn: l'lr. Rick Agate.
Canolyn Adams BobbY J. HaYs
FIELD OBSERVER APPROVED 8Y
CHEN-NORTI{ERN, rNC.
CONS{'LT I IG EIIGT}IEERS AIID SCIEIITISIS
REPORT OF CONSTRUCTION ACTIVITTES
To: llEcll EnterprisesAttn: Eustaquio gortina
P.O. Box 3149
vai l. co 81658-3'149
PROJECT: Liftside Buitding east of
JoB lfo. 4 178 93'3 DATE: 8'27'93
DAILY REPORT [O. 3 SHEET 1 OF 1
gesthav€,n Drive ard llestin Hotel, south Frontage Road lfest, Vail. colorsdo
REPOR' OF STRUCTURAL STEEL
per ctlentrs fequest, I xas at Zln*or lrdJstries to p€rform steel/retding ard various harduare
i nspect ; on6 .
I spoke rith Ron Singteton frorn Zimkor ebout A.t.S.C. certificatlon. tle stated that they afe in
in--p.".""" oi oOtaiiing this but are stitt araiting approval.. This certification consists of 0A
manult approved. Att 6ppt i cabte traceabitity procedfes are b€ing fol lored. Also a shop inspection
rill be pcrforned on att these iters.
At Zimkor today, I did inspect the tottoxing: 30 pieces of angte iron protruding from vafious
coturs. I venitiea setd pfudles rrere of proper size and Length. t atso insPected base Plates-ard
the various bott hote configuration. The npaiurements taken conforfied to the Latest ptsn revision.
I atso verifi€d the fot toHing cotwrrs ard beans fronr the tatest fobricotion. Ihe things I Yerlfied
Here se1d puddt es 1/4 typi ca1 att-around. proper size ani length of vetdnent. verification atso
inc tgded pioper hardrare'xas used and thai iraceabil.ity ras acceptable. Traceability xaB verlfied
thror.rgh purchase order docunents. naterial certification docurpntation and h€at trace n-rdrers- llo
Llag particte xas p€rformed today' jugt vigual acceptance.
coPtES: R.A. ]{e1gon & Associates. Inc.,
Attn: l{r. Rick Agate;
J.V.A., lnc.;Darrcl I c. Huss
APPRWED 8Y
Charles 8el I
'IELD
OBSERVER
As c nutu.l protection to cIr€ntr, th. publlc and ourr.lv.., r'll r.portr rr. 6sbtrlttad.s r'h. conlldcntlll Propcrty ot ost" cll'nt3' 'nd.uthortratlon for publtc.tton of rtat€m€nt- conclurlons or €xtr.ct. irom or regerd'lng orr roportr it rctcrvcd P.ndlng o|rr *rlttcn rpprov'l 'ii,iiiii-"iii- r"- or''-p...a " i '-rt"i
-tiitiid '
r . l.rrli'tii ji- .:i t.ij othcr urrns...i'''ts aac is..cd to ln |{rlting'
A ncmDar ot th€ !1!! group ot cdplnl€3 n' (|rro' 5/tr
CHEN.NORTHERN, INC.
COIISULT Il{G ENGI}IEERS AIID SCIEIITISTS
REPORT OF CONSTRUCTION ACTIVITIES
T0: HECH Enterprises J08 f.tO. 4 178 93-3 EAfE: 8-77-93
Attn: Eustaouio Corti na
P.0. Box 3149
Vail, C0 81658-3149 DAILY REPoRT tlo. 3A SHEET l0F I
PROJECT: Liftside Suilding east of lresthaven Orive and Vestin Hotel , South Frontage Road Vest, Vai'l , Colorado.
I{EATHER COI{OITIOTIS AIIO TETPERATURE 0vercast - 70 degrees F.
CO}ITRACTOR'S CONSTRUCTIOI{ ACT IVI TITS
PERSONIiEL:
HAJ0R EQUIPi1€NT: Vibrators, Concrete Pump
ACTIVITIFS: Contractor poured concrete to elevtion 80 on Stariray llo. 5.
CHEN-NORTHTRII'S SITE ACTiV IT I E5
l,le arrived on-site and conducted tests on t.he concrete being placed, These tests consisted
of slump, air content and unit weight. One set of six cylinders yras cast.
VERBAL COI1HUN ICATIOI{ !II]H CON]RACTOR, Tt,I6I IiETR, ARCHITECT, O'/I'IER
COP I ES: R.A. Nelson
J.V-A., Inc.
&Assocl ates, Inc.;
GY{atfmey Pratt Schul tz ;
Bri an Scan.lan
FiELO OESERVER
Fred R. Caneron
APPROVED 8Y
As a hutv.l prot.ciion to cllcnt3, the publlc .nd our3elves. !ll raports nre svbmitt.rl .s th. confldentl.l propcrty ol our cllcnt3r andluthorlz.ttoh for prblic!tlon of 3t.t.tn€nt. Concl!3lons or.rtr.cts fron or reg6rdlng our r€portr l3 rcaGFvcd pcndlng our t,rltt.n rpproval.).npr.3.wttl bc.[spos.d ot .ft.r tcrttrg t3 cor,ptet.d ualcas oth., .rrlrg.m€rts rre.gr..ct to th eFttJng.a member of thc EI! group of coip.nleg
':t
CHEN-NORTHERN, INC.
CONSULTII{G EIIGIIIEERS AXD SCIEIITISTS
REPORT OF CONSTRUCTION ACTIVITIES
T0: MEgll Enterprises J08 1,10, 4 178 93-3 0ATEI 9-13-93
Attn: Eustaquio Cort i na
P.0. Box 3149Vail, C0 81658-3149 DAILY REPORT N0. 4 SHEET I 0F 1
PRoJECT; Liftside Building east of testhaven orive and Vestin Hotel , South Frontage Road Vest, Vail, Colorado-
iIEATHER COtlDlTI0t{S Atl0 TEHPERATURE: Rain to Clordv
CONTRACTOR'S COI{STRUCTION ACTIVITIES
PERSOI,II'IEL:
MAJOR EQUI Pl.lEt{T: Vi brator
ACTMTIES: Contractor poured footing at 6rjd Lines 28 to J on Page S-l
CHEN-NORTHERI{'S SITE ACTIVITI ES
observed contractor pla6ing and vibrating €oncrete. Ve conducted concrete tests consisting
of slump, air content and cast one set of 6 cylinders.
vEREAt CoMi{UN I CAT l0l'l
0aYid vtith R.A.
I,JI TH COXTRACTOR, EI{6IIIEER, ARCHITICT, OI^INER
Nelson & Assoc'iates was notified of test results.
COPIES: R. A. tlel son
J.V.A., Inc.
&Associ ates , lnc. ;
Gwatfrney Pratt
Brian Scanl an
FIELD OESERVER
Schu l tz ;
Fred R, Caneron
APPROVED gY
A3 ! |truturl prot€ct{on to cll.nt3, thc public.nd oursclve!, all r€ports.r. 3!bmttted.s thc co-nfidcntlrl- property of o-urlll.ntt. .nd
.uthortzatJo; for publlcatton of tt!t.nFnt. Conc'lu3ionr or extr.cts irorn or regarding our r.portt l3 r-.3orv.d i.ndtng our nrltt.n .PProv'1.
Snhpl.3 wlll b. dispo3.d of !ft.r !.rting ls cooplGt.d unle53 oth€r .rr.n968..ts .i..gre.d to {n wrltlng.
A itember of the !.!! Eroup of conplni.i
CHEN-NORTHERN, INC.
COIISULTIIIG EI{GII,IEERS ANO SCIEI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As a nutull protectlon to cIi€nts, the public lnd our3alvesr all reports are sqbnlttad as the confldlenttal praperty of
cllehtc, dnd authorlzatlon for publlcatlon o{ st6tenents, conclus{on! or Grtr.cts fron or r€gardlng our r€ports l3 r.iervaal
p€nding osr wFltt.n.pprovat. Sdmples r|ill bo dlsposed of !ft€r t€stlng l! complcted uhlats othcr drrangemente tgr€€d to
in 1l{rl t I ng.
A fte|nber ;f th€ EI! group of conp.nres Fomr No. ct'lEllfA 6/91
T0: l.lECH interprises JOB N0. 4 178 93-3 DATE: 8-27-93Attn: Eustaqui o Corti na
P.0. 8ox 3149 SHEET 1 0F IVaiI, C0 81658-3149
PR0JECT: Liftslde Building, east of llesthaven Drive and tlestin Hotel , South Frontage Road t{est, VaiI, Colo.
PLACETIEIIT TOCAT I Ot{:Stairrvay 5, Shaft lralls to Elevation 76.
BATCH TICKET ItiFORllATIotl SUPPLIER: yestern l,lobile
TRUCK r'r0. 161 TICKET ilo. 11?07 t{IX 0ESIG}| tl0. 4(B}
III{E BATCHEO: 9:46 Al{ TIIIE ARRIVED: 9:50 AH TIME PLACED:10:00 A|4-CU. YD. I0AO/ACCUI'i: 7
FIELD TEsTIt{c INFORMATION SAHPLE TEMP: 67 'F AIR TEt'lP: 70 'F
TIF'IE TEST TAKEII: 10:05 Al{ SLUIIP: 21l2 lN. AIR C0t'lTEt{T: 6.2X .UET UIIIT IEIGHT: 14?.0
JOB SPEC IFI CATIO||S: SLUMP: Max.4 I . AIR COt'lTEt{T: 4-8% UATER A0Dt0 AT SITE -- 6AL.
CYLINDER II.IFORMATION
N0. 0F CYLINDERS: 6 CYLINDER SIZE: 6"x 12" llflE CYLIT{0ERS CAST: 10:10 AH i{HERE CAST: 0n-Site
CURI I{G I I{FORI'IATION
II{ITIAL CURE: 24 hours 0n-Site FIELD ST0RAGE FACILITIES: Cure 8ox
DATE RECEIVED AT LAB; 8Y: Brian Scanlan MIN/I"|AX
AIJE
OAYS
DATE
TESTID
TOTAL LOAO
( LBS )
tl iAIIETER
( Ir{cHEs )
AREA
(sQ ilr)
COHP . STR .
{PSI )
TYPE OF
FRACTURE
CYLi NDER
VEIGHT
(L8S)
CYLII.IDER
UIIIT UEIGHT
t PcF)
7
7
28
28
?B
28
9-3-93
9-24-93
9-24-93
9- 24 -93
9-24-93
LZt ,500
135,000
163,000
163,000
165,000
165.500
6.09
6.07
6.08
6.08
6.07
6. 08
29.13
28.94
29.03
?9.03
?8 .94
29.03
4380
4670
5610
5610
5700
57 00
shea r
con/shear
shear
shear
shear
snear
DESIGN STREI{GTH 4000 PSI 0 28 0AY5
TESTS BY LABORATORY PERSOI{I{EI ARE IH ACCORDAI{CE l.JITH APPLICAELE AST I,IETHODS U LTSS OTHERVISE NOTED
SO!4T IIIFORHATIO}I OF TEST REPORT HAY BE PROVIDED BY OTHERS
REI'{ARKS:
CoPIES: R.A. l{elson & Associates, Inc.
Attn: Mr. Rick Agate.
Brian Scanlan Bobby J. Hays
FIELD OESERVER APPROVED BY
-1
CHEN-NORTHERN, INC.
COI.ISUIT I NG EN6INTERS ANO SCIEI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
A3 a mlturl protcctlon to cll.nts. the public and orrs€lves, all rcports.r. submlttcd.s th. contldlentlrl prop.rty ot
cllentsr and authoriration for public.tion of statements. Concluslons or.ttrlcta from or rcgrrditg our r.gorts {3 ret.rv.d
pcndtng our wrltten lpprovrl. Satnples wlll b. dispos€d of.ftar t.stlhg it compl.t.d ur'le3s other arrcng.n nts agrecd to
ln wiiti ng.e "ii,6ii it the !I! group of comp.nl€s Fonn No. cMEll3A 6/91
I0: MECM Enterpri ses JOB I'10. 4 178 93-3 DATE: 9-16-93Attn: [ustaqui o Cort ina
P.0. Box 3149 SHEET t 0F tVail, C0 81658-3149
PROJECT: Liftside Building, east of l,,esthaven Driv€ and Uestin Hotel , South Frontage Road Uest, Vail, Co1o.
PLACEiIIENT LOCATIOI{: llalls at Grid Lines ?2 to 24 and Lines 0 thru J. Second Lift.
BATCH TICKET illF0Rl,tATI0tl SUPPLIER: llestern f,lobi le
TRUCK N0. 117 T]CKET r{0. 19803 IX 0ESl61{ N0. B
TIME BATCHED: 3:14 Pl,l TiME ARRIVED: 3:35 Pll T ll,lE PLACE0: 3:41 Ptl-Cu. YD. L0A0/ACCUII: 7/?l/48
FIELD TESIIT{G INFoRMATI0I,I SAIIPLE TE}IP: 76'F AIR TEiIP: 65'F
TIl.lE TEST TAKTN: 3:45 Pl'l SLUMP: 41/4 IN. AIR C0ltTEllT: 6.9fi l{EI UtllT I{EIGHI:
JOB SPECIFICATI0IIS: SLUIIP: IN. AIR COI{TEI{T: g ITATER ADDE0 AT SITI 7 GAL.
CYL II{D€R ]NFORI.,IATION
t{0. 0F CYLII{DERS: 6 CYLINDER SIZE: 6"x 12" Tll,lE CYLII{DERS CAST: 3:55 Pl{ UHERE CAST: 0n-Site
CURING INFORMATION
INITIAL CURE: On-Site FIEL0 STORAGE FACILIIIES: Insulated Blanket
DATE RECEIVTD AT LAB: 9-20-93 8Y: Frank Potvin tll tlll{M
DAY S
OATE
TESTTD
TOTAL LOAD
(LBS }
O I AMETI R
( tNCHES )
AREA
{Sq Ifl)
COMP. STR.
( PsI )
IYPE OF
FRACTWE
CYLINOER
I./E I GHT
(LBs )
CYL I}IOER
UI{]T I'EIGHT
(PCF)
7
7
28
28
28
?8
9-23 -93
9-23-93
l0- l4-93
l0- l4-93
10-14-93
10- 14 -93
95,000
98,000
6. 00
6.08
28.27
29.03
33 60
3380
shear
snear
DESI6fi STRENGTH 4OOO PSI O 28 DAYS
TESTS 8Y LABORATORY PERSOI'II.{EL ARE It{ ACCORI)AT.ICT VITH APPLICABLE ASTI.( METHOOS UTILESS OTHERIIISE OTED
SOI,IE II{FORMATIOI{ OF TEST REPORT I,IAY BE PROVTOED BY OTHERS
REI.IARKS:
COPIES: R.A. l{elson & Associates, Inc.Attn: tlr. Rick Agate.
llestern Mobile, Attn: Mr. Rjck Se1,mour
J.V.A., Inc.; Gvlathfrr€y Pnatt Schultz;
Caro'lyn Adams Eobby J. Hays
FIELO OBSERVER APPROVEO BY
CHEN-NORTHERN, INC.
col{su!II t'16 Elr6lI{EERs All0 SCIEtiTISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As . nutu!l protectlon to cllenti, th! publtc qnd ours€lvcs, !ll reportr ire subliltted .r th€ c0nfJd'lsntl.l proP€rty of
cIl6nt3, and authortration for pubitc!t.toh of 3tatem€ntr. concluslons of iltrrctB from or ragardlng our r€port3 i3 raBCrved
;;;;;; '";;-";ii i.. ;;;""""i: bi.ii"i-,,iir-i.-iiip"'.u "r !ft€r te3tins ir complet.d unress other ffF.ns.n€nt' asre'q to
ln vrri t I hg.
A |!€mblr of th€ EI! group of comprnles Forft i{o' cMEtl3A 5/91
T0: MECl,t Enterprises JOB l{0. 4 178 93-3 DATE: 9-20-93
Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F I
Vail, C0 81658-3149
PR0JECT: Liftside Euilding, east of llesthaven Drive and Uestin Hotel , South Frontage Road l{est, Vall, Colo.
P|ACEI'IEt{T L0CATI0ll r l{orth llal l Lines P-10 through P-26, J to P.
BATCH TICKET Il{F0Rt'lATtOll SUPPLIER: }Jestern Mobile
TRUCK l{0. ll4 TICKET }10. 9932 i'tlx DESlGl{ tt0. 44
TIl,lE BATCHED: TIME ARRMD: 3:45 PM TIi'1E PLACED: 4:05 P|{-CU. YD. L0AD/ACCUM: 7
FIELt) TESTING IT{FOIMATION
TIltlE TEST TAKEII; 4: 10 Plt
JOB SPEC I FICAT IOI{S:
SLUMP
SLUI.IP
41/4 IN.
Il{.
SAI'{PLE TEMP:
AIR C0NTEI{T: 5. ?%
AiR CONTEI'IT; X
7 4 .F AIR T€I,IP: 72 "F
UET UI.I I T UEI6HT:
I/ATER ADDED AT 5ITE O GAL.
CYLII{DER I NFORI'IAT lON
l{0. 0F CYLII{DERS: 4 CYLIT{DER SIZE: 6"x 12" TI|IE CYLII{oERS CASI: 4:15 Pil l/HtRE CAST: 0n-Site
CUR] 116 I NFORI',IAT ION
II{ITIAL CURE: 48 hours 0n-Site
DATE RECEiVED AT LA8: 9-22-93
FIELD STORAGE FACILITIES: Insulated Elanket
BY: llark Jensen l,llll/llAx
AGE
OAYS
DATE
IESIEO
TOTAL LOAD
(t8s)
O I AMET ER
( | r{cHES )
AREA
(sQ il{)
COMP. STR.
(PSr )
TYPE OF
FRACTURE
CYLIIiDER
|l[ lGHT
(L8s)
CYLINDER
UIIIT lIE IGHT
( PcF)
7
28
28
55
9-27-93
l0- t8-93
10-18-93
I I - l5-93
t2l,000 6.05 28. 75 4210 snear
DESI6I{ STRENGTH 8-4OOO PSI E 28 DAYS
TESTS BY LABORATORY PERSONI{EL ARE II{ ACCOROAT{CE VITH APPLICABTE ASTIiI IIETHODS UI{LESS OTHERVISE IIOTED
SOI'IE INFORI'IATIOII OF TEST REPORT I4AY BT PROVIDED 8Y OTHERS
RE}IARKS:
CoPIEs: R.A. J{el son & Associates, Inc.Attn: tlr. R ick Aqate.
tlestern l'lobile, Attn: llr. Rick Seymour
J.V.A., Inc.; Gwattmey Pratt Schultz;
Dan tleill Bobby J. HaYs
F]ELD OBSERVER APPROVED 8Y
Chen€Northern.l
I
nc.Consultrng Engrneers and Scienlrsts
5080 Road 154
Glenwood Springs, Colorado 81601
303 945-7458
303 945.2363 Facslmile
September 30, 1993
MECM Enterpdses
P.O. Box 3149
Vail. CO 81658-3149
Subject:Observation of Foundation Excavations, Underdrain Recommendations and
Rock Anchor Testing, Proposed Liftside Building, Westhaven Drive, Vail,
Colorado
Job No. 4 178 93-3
Gentlemen:
As requested, Chen-Northern, Inc. observed the foundation excavations at the subject site
on August 30, September 2, September 9 and September 20, 1993 to evaluate the materials
"*posed
for foundation support. We also observed water seepage into the excavation and
obierved rock anchor pull iesting on August 30, September 3, 4 and 5. Our observations
and recommendations for foundation and underdrain design and results of the rock anchor
pull tests are presented in this report. Chen-NortherrL Inc. previously conducted preliminary
and supplemintal geotechnical engineering studies for the project, reported under Job No.
4 l'75'i3, dated December 2, 1992 and July '12, 1993 respectively. We are providing
consulting and construction materials testing services as the project progresses.
At the time of our August 30 visit to the site, the foundation excavation for the stair core
C Elevator had been cut in multiple levels from 3 to 5 feet below the adjacent grade. Hard
shale bedrock was exposed in the bottom of the excavation. Shallow standing water and
mud was observed in low areas along the south side and at the northwest corner of the
footing excavation. On September 2 we observed foundation excavations at grid lines 25
to 26-and lines F through K. Fractured bedrock was exposed in the bottom of the
excavation and loose matirial was being removed to erpose hard bedrock. We visited the
site on September 9 to observe excavations for spread footings on grid line 31 at lines G
through P and on grid line 13, lines W through Z. Sound bedrock, free of loose material
was eiposed in the bottoms of the excavations. On September 20 we observed footing
"*"uuations
at grid lines Z and AA between lines 13 and 19. Hard, competent bedrock was
exposed in the bottom of the excavations. No water or loose material was observed.
The conditions exposed in the excavations we have observed are generally suita^ble for
support of spread iootings designed for an allowable soil bearing pressure of 20,000 psf as
reiommenAid in our previous reports. l,oose bedrock materials, water and mud should be
removed from the footing excavitions prior to concrete placement. A leveling course of
structural concrete can bJ placed in footing areas where the bedrock surface is irregular to
facilitate construction of concrete form woik. The above recommendations were provided
to Dave Schrimer of R.A. Nelson and Associates, General Contract<rr, during our site visits'
t-
MECM Enterprises
September 30, 1993
Page 7
Underdrain System: At the time of our August 30 visit to the site, we obsewed water
flowing from the rock cut on the north side of the excavation approximately at grid line 27.
The water appears to be groundwater which is percolating through natural fractures in the
bedrock. A flow rate on the order of 3 to 5 gallons per minute was observed.
The seepage area is located behind the proposed north wall ofthe building. Because ofthe
location of the spread footing foundation in this area, the seepage can probably be isolated
and collected into a drainage system separate from the perimeter foundation drain. We
have reviewed the detail drawing provided by AJpine Engineering and Gwathmen Pratt,
Schultz - Architects for a drain intercept and conduit to collect and divert the seepage. The
drawing calls for a concrete drain pan to be constructed between the north wall and the rock
cut face in areas where seepage occurs. Backfill consisting of screened rock will be placed
above the drain pan to within a few feet of proposed exterior finished grade. Filter fabric
will be placed over the drain gravel at depth intervals of about five feet. Waterproofing is
ptoposed along the back side of the concrete foundation wall above the drain pans. Drain
pans will be loiated at grid lines 27 and 29 along the north wall footing line. The dlains
will outlet to two 4-inch solid PVC pipes which will conduct the seepage water beneath the
lower level floor slab and connect to the perimeter foundation drain on the south side of
the building. The drain pipes will be approximately at elevation 42.5 or about l-foot below
finished inierior slab grad-e. The drain pans will be connected to each other with 4-inch
diameter perforated pipe which will assist in collecting seepage from the rock face and
divert watlr to the second drain in the event one drain pan or pipe becomes plugged.
The proposed collection system will probably be effective in collecting most of the seepage
water. -However, seaso;al changei in the groundwater flow and changes caused by
foundation construction could result in seepage below the floor slab areas in the future' We
recommend underslab drains be installed in this area generally in the locations shown on
Fig. 1. The drains should consist of 4-inch diameter perforated pipe surrounded above the
iniert level with free-draining granular material such as screened rock. The drains should
be placed at least 1-foot below the finished floor grade and sloped at a minimum 1%o to a
suitable gravity outlet.
Rock Anchor Testing: We observed rock anchor testing at the site on August 30 and
S.pt"-U"i:, 4 and i, tggS. During our August 30 visit, Yentor Brothers, the rock anchor
subcontractor, performed pull testJ on five anchors for the Elevator C foundation. The
anchor at grid point I-25 was tested in cyclic loading of 257o,50Vo,757o, lNVo,120Vo and
L30% of tte design load of 112.5 kips. The four other anchors between grid lines 25 Td
26 and lines J and K were tested at i3OEo of the design load. Our observations indicate the
anchors performed satisfactorily under the above loading conditions. Rock anchor
movement was not measured as part of these tests.
Chen€Nofthern. [nc.
MECM Enterprises
September 30, 1993
Page 3
On September 3, 4 and 5 we monitored long term creep tests performed on four rock
anchors along the north wall footing between grid lines 25 and 30. The anchors were
stressed to 13070 of design load and the load was maintained for the duration of the test,
24 hours. Vertical deformation or movernent of the anchors was measured with dial
indicators accurate to within .001 inches. The dial indicators were mounted on tripods over
the anchors in such a way that movement of the adjacent ground would not affect the dial
readings. Total deformations measured varied from 0.018 inches to 0.341 inches. Where
a reading was obtained after the load was released, it appeared that about 9OVo of the
anchor rod deformation was recovered upon completion of the test. Based on telephone
conversation with Tom Skinner of JVA, structural engineers, we understand the measured
deformations are within the expected range for elastic deformation of the anchor rods.
If you have any questions or if we can be of further assistance, please contact our office.
Sincerely,
Rev. By: DHA
TI-A/rh
Attachment
Gwathmey Pratt Schultz
R. A. Nelson - Attn: Dave
Alpine Engineering - Attn:
Town of Vail - Attn: Dan
Schrimer
Jim McNeil
Stanek
Thomas L Allen, P.E.
Chen€Northern.lnc.Consurtina E^orrecrs and Scienlisls
a
LEGEND:
rt
CO loj t.)
rl'
I
(t
Approx imate
Drain
Loc at i on
zI
ilit
19;t
:l
i
i '''-----,7.
---{.. .'- .-..;'r
''.t
,
-l
rEl
i8r
ist
I
I
ro
I
I
I
I
I
I
9
I
:
I
I
lrnt-
I
io
I
Io
{ t}
4 178 93-3 Chen€Nlcx{rern,lnc Aooroximate Underslab Drain Locations Fig. 1
,,.r.iJ/
.iw-'Eb,i)' CHEN-NORTHERN, lNC.
colrsulr I irc Et{GIltEERs AfiD sctEltTtsTs
REPORT OF CONSTRUCTION ACTIVITIES
T0: tIECH fnterpri sesAttn: Eustaquio Corti na
P.0. 8ox 3149VaiI, C0 81658-3149
PR0JECT: Li fts i de Euilding east
J08 r{0. 4 178 93-3
DAILY REPORT I{0. 4
DATE: 8-31-93
SHETI T OF I
llest, Vail, Colorado.of Uesthaven Orive and tlestin flotel , South Frontage Roao
I{EATHER COI{D I TI OIIS AIID TEI.{PERATURE
CONTRACTOR' S COIISTRUCTIOI{ ACTIVITIES :
PERSOI{I{EL:
ilAJOR EQUIPT{EI{T:
ACTIVITIES:
l{one
CHEII-NORTHERII'S SITE ACTIVITIES
Contractor did not show up on-site as scheduled. lJe had to go to another project. Technician
Nas replaced by another technician.
VERBAL COI'II.IUT{ICATIOI{ !'ITH COI{TRACTOR, EI{6IIIEIR, ARCHITECT, OI,'I,{ER
COPlES: R.A. llelson & Associates, Inc.
J V A, Inc.; Gvrathney Pratt Schultz Town of Val l ; I
I
8ri an Scanlan
FIELt) OESERVER
Fned R. Cameron
APPROVEO BY
Ar. lutull grotectlon to cllcrt3, tha publlc and ourr.lv.3, .ll Foports .r€ subrlttad.6 th€ confld.ntl.l prop€rty of ou} cllents, tn.l
l'rl'"iiJiiiof,'t-"" prtii.ili"i'- i?-iiaiii.f,i. - c;;iusl;;;;;-;it"iiti -f."n'
"" i"giiaini i,r' ""p"'ti t r "iicrrcu i.nai ns-our wrltt.n lPProv.l .
Srmpl€3 wlll be dlapo3ad of lttcr test{ng lr collpleted unl€.s oth.r.rrang€nEnti ar€.gr"ccd to ln wrltlng.A qnbcf of thc !I! group of comprni:s
CHEN.NORTHERN, INC.
colsulTIflc Ef{Gt}tEERs AxD scIExT l sTs
REPORT OF CONSTRUCTION ACTIVITIES
T0: H[Cl,l Enterprises JOB t{0. 4 178 93 DATE: 8-3-93Attn: Eustaou'i o Cortl na
P.0. Box 3149Vail, C0 81658-3149 DAILY REPoRT t'10. 5 SHEET l0F I
PR0JECT: Liftside Building, East of llesthaven Drive and Uestin Hotel , South Frontage Road lJest, vail, Colorado,
!,EATHER COi{DITIOI{S ANO TEI.IPERATURE
COI{TRACTOR'S COI{STRUCTION ACTIVIT I ES
PERSOI{I{EL:
r,rAJOR EQUIPilE T:
ACT IVITIES :
CHEI{-NORTHERI{'S SITE ACT I VIT] ES
A jobsite visit was made to observe the proposed on-site backfill soi1s. [t was reconmended
that the existing fill maierial be screened to achieve the specified 6" minus size or to i mport
a 6" minus backfi l l ,
l{e met vrith oave Shriver of l{el son-Zeeb Construction and advised him of these recoflmendati sns.
VEREAL COI.II'IUNICATIOI{ UITH COI{TRACTOR, EI'IGII{EER, ARCHITECT, OI.'I.IER
COPIES:
Joe E, Eenedict Fred R. Cameron
FIELD OBSERVER APPROV€O BY
As. mutu.l protcction to ctlcntc, th. public.nd our.clv€s, .ll r.poits rrc.utmltted rr thc cottl.tdntl.l. proF.rty o? ourJllantr' .nd
:;t;";i;;;i.; ;;;;f i.;i i; ; st.t.rflcnr. concluelons "" .*t..iti -i.o" o" rigirlt'g our rcporlJ ls rcierv.d i.nd{ns-our er{tt.n rFpfovtl.
Sdmplos r{il1 be disposcd of after tostlnE 13 conrptet€d un]e36 othar.rrlngdr€nts !r.5gr.cd to in *rltJng.
A member of the tsI! group of comp.nlca
CHEN.NORTHERN, INC.
collsulTIllc EllGlllEERs AllD scl El{T I sTs
REPORT OF CONSTRUCTION ACTIVITIES
T0: llECll Enterprises JoB tlo. 4 178 93-3 0AiE: 9-20-93
Attn: Eustaqui o Corti na
P.0. 8ox 3149
Vai l. C0 81658-3149 DAILY REP0RT ilO. 6 SHEET I 0F 1
PROJECT: Liftside Building east of llesthaven Drive and Uestin Hotel , South Frontage Road llest, Vall, Colorado.
IIEATHER COIID]T IOt{s AI{D TEMPERATURE
C0I{TRACT0R'5 C0l{STRuCTl0l{ ACTiVITIES: R.A. elson & Associates, lnc. placed 4000 psi concrete.
PERSOTIT{EL:
llAJoR EQUIPIIEI{T: Concrete Pump, Concrete Vlbrator,
ACTIVITIES:
CHEI{-NORTHERI{'S SITE ACTIVITI IS
Ue cast four cylinders from a sample taken of the concrete, perfom€d a sl ump and air content
test.
VEREAL C()MI.IUI{ ICAT IOII UITH COIITRACTOR,E]{GI IIEER, ARCHITECT, OITNER
COPIES: R.A. l{ei son & Associates, Inc.
J V A, Inc.; Gwathmy Pratt Schultz Town of Vai I ; I
I
Dan l||ei lI
FIELD OBSERVER
Fred R. Cameron
APPROVED 8Y
As ! nfiturl lrot.cttoh to cltents, thc publl..nd oqrs.lv.s, all r.portr !r! rutinlttcd.r thc contld.htt.l propGrty ol our.cll'nt3. 'ndluthorlratton for pubttcrtton ot st.tdncnt. Conclu3lons or Grtract3 iron orrigarOfng our ropo"tjii r"scit-a fenittng_our wrlttcn.pPrgv'l'
il*ii.iiiti hc ditporcd ot a{ter tert{ng ls canpl6t€d url.is othcr rrrr.ngerents.re rgrccd to In writlng.
A md$bcr of th. !!! grorp ot conpanles
CHEN-NORTHERN, INC.
COI{SUtT I I{G ENGII{EERS At{D SCIEI.ITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
Ar. iutual protectlon to cltorts, the publlc rnd ourselves, rll r€porta .re sutmltted 13 th. confld{cntlal Proparty ol
cltents, rnd.uthortzrtioft tor puillcrtlon of st.teoEntr. Concluslon3 oF.xtrrct3 frorn or r€glrdlng 91! !iq9l! ",l:-l:*ilt".lf"nai"g'"ur wrttt€n.pprovat. aanplca r.ill b€ dlspoa.d ol .ttcr testlng l3 cotnpl€t€d unlc33 oth€r rrrrng€.nents.gr..d lo
ln t,rltlng.e 'ae'ti. il th. tsl! sroup of co|nFlnlcs Form o' gl'lg1l3A 6/91
T0: MECl'l Enterprises J08 ll0. 4 178 93-3 OATE: 9-2-93
Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F I
Vail, C0 81658-3149
PROJECT: Liftside Building, east of Uesthaven Drive and \lestin Hotel , South Frontage Road llest, Vail, Coio.
PLACEf,IEI{T L0CATI0I{: Stair and Elevator Core B, Approximate Elevation 90
BATCH TICKET I NFoflf.{AT [ot{ SUPPLIER: l{estern l'lobl I e
TRUCK l{0. 114 TICKIT l{0. 19257 l{IX DESI6I{ tt0' l'lix B
TIME BATCHF0: 3:25 Pil TIIIE ARRIVED; 3;52 PM TII'IE PLACED: 3:55 Pll-CU. YD. L0AD/ACCUI'I: 7/21/27
FIELD TESTI G II{FORI,IATION SAMPL€ TEI'{P: 7I .F AIR TE P: 60 "F
TIl.'lE IEST TAKEN: 4:01 Ptt SLUl,lP: 3 3/4 IN. AIR CONTEI{T: 5.8i6 llET UlllT IIEIGHT: 141.6
JOB SPECIFICATIONS: SLUI',IP: llax.4 IN. AtR C0i{TENT: 4-81( l,rATER ADDED AT SITE -- 6AL.
CYLINDER I NFORMAT IOII
l{0. 0F CYLII{DERS: 6 CYLII{DER SIZE: 6"x l?" TIME CYLIN0ERS CAST: 4:ll Pf,l IIHERE CAST: on-Site
CURING I I{FORI'IAT IOI{
INITIAL CURE: 0n-Site FIELD STORAGE FACILITIES:
DATE RECEIVED AT LAB; 9-7-93 BY: l''lark Jensen l'll lllMAX
AGE
OAYS
DATE
TESTED
TOTAL LOAO
(L8s)
DIAMETER
( r r{cHEs )
AREA
(SQ IN)
CO}IP. STR.
(PSr)
TYPE OF
FRACTURE
CYL I I'I DER
I,.|E IGHT
(LBS)
CYLI TIDER
UNIT UE IGHT
(PCF)
7
?8
28
28
28
9-9-93
9-9-93
9-30-93
9-30-93
9-30*93
9-30-93
103,500
101,500
137 ,000
133,500
r40,000
l3l .500
6.08
6.08
6.09
6.08
6.07
6.08
29. 03
29. 03
29. 13
29. 03
28.94
29.03
3560
3500
4700
4600
4840
4 530
shea r
shear
shear
shear
shear
shear
DES I61I STREIIGTH 4OOO PSI @ 28 DAYS
TESTS 8Y LABORATORY PERSOI{]{EL ARE I1{ ACCOROA}IC€ VtTH APPLICABLE ASTM IIETHODS UI{LESs OTHERUISE NOTEO
SfiE IIIFORI.,IATION OF TEST REPORT I,IAY 8E PROVIDEO BY OTHERS
REI,IARKS: Grid Lines 25 to 26 and F thru K, bedrock obserYation
COPIES: R.A. llelson & Associates, Inc.
Attn: l'lr. Ri ck Agate.
llestern l4obile, Attn: [r. Rick Seymour
J.V.A., lnc. :
Carolyn Adams Eobby J. HaYs
FIELD OBSERVER APPROVED BY
CHEN.NORTHERN, INC.
COI{SULTII.IG EIIGIIITERS AI{D SC I EI{I ISTS
REPORT OF CONCHETE TEST CYLINDER DATA
Ae r nrutur'l protectlon to cllants, th! public rnd ours.lv€s, .ll r.ports are tubnltt€d as th. contidlGntl.l pl'op€rty of
cllGnts, and autho.laltlon for publicstl6n ot rtetem€ntr. Conclu!lon3 or extr6ctt froft of r.g!rdlng our reFortt l! r.aerwcd
pendlng oqr rri tt.n .pprova I . S.nrptes *lll b. dlsposed ot.ft.r t.stinq i. complat€d unl.Br other rrrqngc$ant3.gro.<l to
A nembcr 5f the !!! groqp ol co''prnl.s Fofrn tlo. ct'lEll3A 6/91
T0: ifECfl €nterpri ses JOB N0. 4 178 93-3 DATE: 9-23-93
Attn: Eustaduio Corti na
P.0. 8ox 3149 SHEET I 0F I
Vai l, C0 81658-3149
PRoJECT: Liftside Suildinq, east of l,esthaven orive and Uestin Hotel , South Frontage Road lJest, Vail, Colo.
PLACT}{EIIT LOCAT TOII :Level 74.9; P-10, 9 to ?6 & J to L.
BATCH TICKET INF0RI,{ATI0N SUPPLIER: ilestern f4obi I e
TRUCK l{0. 150 TICKET r,r0. 010019 l,lIX 0Esl6ll ll0. 2
TIME BATCHED: 9:03 AH TIME ARRIVIO: 9:20 AM TiltlE PLACED: 9:45 Atl CU.Y0.L0A0/ACCUI'|: 7
FIELD IESTII{O Il{F0RttATI0tl SAIIIPLE lEl'lP: AIR TEI'IF: 70 "F
Tlilt TEST TAKEII: 9:35 Al{ SLUtiP: --- I . AIR CONTE|{T: ---fl UET UI{IT I/EIGHT:
J08 SPECIFICATIONS: SLtil{P: lN. AIR COitTEi{T: % UATER ADDED AT SITE -- GAt.
CYL II{DER IIIFORI'IAT I ON
l{0. 0F CYLITIDERS: 6 CYtIltOER SIZE: 6"x 12" IIME CYLINDERS CAST: 9:35 AM tlH€RE CAST: 0n-Site
CURI116 INFORMATION
ItllTIAt CURE: On-Site FIETD ST0RAGE FACILITIES:
OATE RECEM0 AT LAB: 9-27-93 BY: Bobby J. Hays l'lIl'UMAX
A6E
DAYS
DATE
TESTEO
TOTAL LOAD
(LBs)
D IAMETER
(rNcHEs)
ARTA
(sQ rN)
[Ot'tP.sTR.
(PSr )
TYPE OF
FRACTURE
CYLIIIDER
VIlGHT
(LBs )
CYLI IIDER
UHIT UEIGHT
(PcF)
7
28
2B
28
?8
9-30-93
9-30-93
10-21-93
10-zl-93
10-21-93
10-?1-93
117,500
119,000
6.08
6.08
29.03
29.03
40 50
4100
con/shear
con/shear
DESIGN STRII{GTH --.PSI @ 2B OAYS
TESTS 8Y LABORATORY PERSOI{I{EL ARI IIl ACCOROAI{CE TJITH APPLTCAELE ASII.| I.IETHODS UI{LE5S OTHERI,'I5E I{OTED
sOME INFORI',IATION OF TEST REPORT I4AY BE PROVIOED 8Y OTHERS
REI4ARKS :
C0PIES; R.A. t'lel son & Associates, Inc.:
Town of Vail; |lestern Mobile;
J V A, Inc.; Gwattrney Pratt Schultz;Sandi R. Cody Eobby J. Hays
FIELD OBSERVER APPROVED BY
o
IC0f66l s 0
CHEN.NORTHERN, INC.
CONSULT]NC TNG] I'IEERS AND SCIENTISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: ltE0lil Enterprises JOB t{0. 4 178 93-3 DATE: 9-27-93
Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F 1
Vail, C0 81658-3149
PR0JECT: Lifiside Bui lding, east of l,lesthaven Drive and llestin Hotel , South Frontage Road l{est. Vail, CoIo.
PLACEMEI{T LOCATIOII:Footlngs; Z Line between 13 thru 19 Li nes,
BATCH TICKET INF0RMATI0II SUPPLIER: lJestern l,lobi I e
TRUCK I{0. I89 TICKET NO. 10164 MIX DESIGN I{0, B
TIFIE BATCHED: 4:00 Pil TII{E ARRlvt0: 4:i8 PM TII4E PLACED: 4:28 Pltl-CU. YD. L0A0/ACCUI,|: 6112
FIELD TESTI}IG INF0RI'|ATI0|{ SAMPLE TEMP: 68'F AIR TEIIP: 70 "F
TIME TEST TAKEN: 4:36 Pl',| SLUMP: 3 l/4 Il{. AIR C0NTEI'IT: 5.9% IJET UNIT UEIGHT: 143.2
JOB SPECIFICATIONS: SLUI'IP: Max.4 IN. AIR C0NTEiIT: 4-8% VAIER ADDED AT SITE -- GAL.
CYLiNDER INFORMAT]ON
N0. 0F CYLINDERS: 6 CYLINDER SIZE: 6"x 12" TIIIE CYLINDERS CAST: 4:46 Pf'l IIHERE CAST: 0n-Site
CURIITG I NFORI,IATION
II{ITIAL CURE: On-Site FIELD ST0RAGE FACILITIES: Concrete Elanket
DATE RECEIVED AT LAB: 10-5-93 8Y: Mark Jensen MII{/||AX
AGE
t)AYS
DATE
TE STEO
TOTAL LOAD
(L8s)
D IAMETER
( I NCHES )
AR EA
(SQ IN)
COMP. STR.
(PSI)
TYPE OF
FRACTURE
CYL]IIDER
IfE I6HI
(L8s )
CYLINDER
UITIT UEIGHI
(PCF)
I
I
28
?8
28H
28 H
10-5-93
10-5-93
10-25-93
10-25-93
10-25-93
10-25-93
102 ,500
102,000
6.09
6. 08
29. 13
?9.03
3 520
3 510
shear
shear
DESI6N STRENGTH 3OOO PSI G 28 DAYS
TESTS BY LABORATORY PERSONNEL ARE II,I ACCORDANCE !IITH APPLICABLE ASTM I.,IETHODS UI{LESS OTHTRI,'iSE I{OTED
SOI'IE I IIFORI'4AT I OI{ OF TEST REPORT MAY BE PROVIDED BY OTHERS
REIIARKS:
COPIES: R.A, l{e1son & Associates. Inc
Town of VaiI; llestern l.lobi1e;
J V A, Inc.i owathney Pratt Schultz Carolyn Adams Bobby J. Hays
FIELO OSSERVTR APPROVIO 8Y
A! . mutual protactlon to clt€nts, th€ Fubllccllents, and ruthorlzatlon for publication of
p€nding our wrltt€n approva'|. SamF]es will b.ln wr{ ti ng.
A member of the !!! group of comFanles
lnd ourselves ' all rQports
statent€nt3 . concl qslons or
di spos€d of tft€r testing
rr€ rubhltt€rl n3 th€ contldi€ntl!l prop.rty of
axtracts fiom or ragqrdint our r€port3 ls ia3eiv.d
13 compl€t6d rrr]e3g othor ar"hng€mahts !9r"€l.l to
Forn No, cMEll3A 6/91
CHEN-NORTHERN, INC.
COI,ISULTI I{6 EI{GINEERS AND SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As 6 muturl protection to cllents, tha public dnd ouri€lves, all reports are submltt€d !3 the confJdl€ntltl property ot
clients, and authorlrstlon for Dubllcatlon of rtrtem€nts. Concluslons Or axtrrcts troh or rcgardlng our report3 la r€seFv.d
pendlhg our Nritten approv.l, S.nples rlll be disposed ol rft€r te3tlng ls conp'leted unless othar .rr'thg€m€nts tgf.cd to
lh x,rlti ng.
A mGmber";t the !ff! group ot companl.s Form t{o. CtrlEl!3A 5/91
T0: I,IECM fnterprises JoB ]10. 4 178 93-3 DATE: 9-29-93
Attn: Eustaquio Corti na
P.0. Box 3149 SHEET 1 0F IVail, C0 81658-3149
PR0JECT: Liftside Bui lding, east of llesthaven orive and Uestin Hotel , South Frontage Road Uest, Vail, Colo.
PLACEMEI{T LOCATI0I'I: Lines 23 thru 26, J thru L. Up to Elevation 85'
BATCH IICKET II{FORI'IAIION
TRUCK l{0. rt7
TIME BATCHE0: 2:45 P!,1
TICKET ll0, 010265
TIHE ARRIVE0: 3:15 PM
SUPPLIER: Uestern llobi I e
t'lIx DES IGt{ 110. 44
TIME PLACED: 3:25 PM CU.YD.IOAD/ACCU|I; 7137
FIELD TESTII{G I IIFORI,IATIOIl
TIME TEST TAKEiI: 3:30 Pt4
JO8 SPECI FI CATIOT{S:
SLUI'IP: 4
SLUI'IP : ltlax . 4
IN.
IN.
SAiIPtE TEMP:
AIR C0llTEl{T: 4.0%
AIR C0NTEiIT: 4-8fl
69 "F A]R TEiIP: 70 .F
I,IET UIIIT t/El6HT: 142.0
TIATER AOOEO AT SITE O 6AL.
CYLIIIOER I}IFORI,IATIOII
r'{0. 0F CYLINDERS: 6 CYLII{DER SIZEr 6"x 12" T lt-tE CYLIiII}ERS CAST: 3:35 Pi,t }IHERE CAST: On-Site
cuRI[6 IltFoRtitATI0l{
INITIAL CURE: 48 hours 0n-Site
DATE RECEIVED AT LA8: 10-1-93
FITLU ST0RAGE FACITITIESl Cure Blanket
BY: ---1.lI tl/llAX
AGE
DAYS
DATE
TESTED
TOTAL LOAD
(LBS)
DIAMETER
( I NCHES )
AREA
(sQ IN)
co P. sTR.
(Psr)
TYPE OF
FRACTURE
CY L IITDER
UE]GHT
(LBS)
CYLINDER
UIIIT I{EICHT
(PcF)
7
7
28
z8
28
l0-6 -9 3
10-6-93
t0-27-93
10-27-93
10*27-93
10-27-93
100,000
105,000
5.98
6 .00
28.09
?8 .27
3560
J/ IU
shear
shea r
OESICI,I 5TRENGTH 4OOO ''B"PSI @ 28 DAYS
TEsTs 8Y LABoRAToRY PERS0NNEL ARE If{ AccoR0A!{cE lJlTH APPLI0ABLE ASTi'| METHoDS ullLEsS oTHERI{IsE NoTED
SOME INFORI'IAIION OF TEST REPORT I4AY 8E PROVIDED 8Y OTHERS
REMARKS:
COPIES: R.A. l.le lson & Associates, Inc
Town of Vail; l,/estern Mobile;
J V A, Inc.; GwathfiEy Pratt Schultz Brian Scanlan Bobby J. Hays
FIETD OBSERVER APPROVEO 8Y
CHEN.NORTHERN, INC.
COI{SULTIN6 ENGII{EERS AI{D SC t EI{TI STS
REPORT OF CONCRETE TEST CYLINDER DATA
As ! mutual prot?ctlon to cli€ntg, the public and ourselv€s, rll r€ports.r€ 3ubmltt€d !5 thc conf{di.ntlal prop€t'ty of
cllcntr, and authorl:atlon lor publlcltlon of statements, Conclu3lons or €xtracts fro,m or r€garding our raports-13-r€s€rv'tl
f"nafn!-our writt.n approvrl. Sirnplcs wtlt b€ dtsposed ot.ftGr tcstlng l3 complcted unl€ss oth€r trr.ng.tnents cgre€d to
ln wrl tl ng.A;;6;;-;; th€ El! sioup of comp.ni€s Fonn No' cl'lE113a 6/91
T0: XECl,l Enterprlses JoB N0. 4 178 93-3 DATE: 8-16-93
Attn: Eustaquio Cont'i na
P.0. Box 3149 SHEET 1 0F 1
Vail, C0 81658-3149
PR0JECT: Liftside 8utlding, east of Uesthaven Drive and Uestin Hotel , South Frontage Road Uest, Vail, Coio.
PLACEI.IEI{T LOCATIOI{ :Footings; Grid Lines 21.5 to 23, K to R.
BATCH TICKET I I.IFORI,IAT I OtI
TRUCK t{0. lt4
TIl,lE BAICHED: ?:38 Pl.l
TICKET NO. 0T8725
TIl'lE ARRIVEO: 3:15 Pr,t T I I.tE
SUPPL IER: l{estern l,lobi I e
MIX DEStGt{ l{0. llix I
PLACED: 3 :20 Pl'l -CU . YD ' L OAD /AC C ultl :I
FIELD TESTIilG I IIFORIIAT IOII
Nf{E IEST TAKEI{: 3:30 PM
JOB SPECIFICATIOI1S:
SLUIIP: 3 3/4 IN.
SLUIIP: IN.
SAI'IPLE TEI1P:
AIR C0tlTEl{T: 6.81
AIR COllTEt{T: I
70 'F AIR TEI.IP: 75 .F
l{ET Ut{iT ITEIGHT: 140.2
UATER AODED A1 SITE O GAL.
CTLINDER I I{FOR}4AT I ON
ilb. OF CYLIT'IDERS: 4 CYLIiIDER SIZE: 6"X IZ" TIHE CYLII{DERS CAST: 3:40 PI.I I{HERE CAST: ON-SitE
cuntNo t HronunrloN
II{ITIAL CURE: 24 houfs
DATE RECEIVED AT LAB:
0n-Si te
8-17-93
FIEL0 STORAGE FACILITIES: one
BY: Bobby J. Hays ll Ill/llAX
DAY S
DATE
TESTED
TOTAL LOAO
(LBs)
D l AI,IET ER
( TNcHES )
AREA
(sQ iN)
COMP. STR.
(Ps r )
TYPE OF
FRACTURE
CY L i I.IDER
UE IGHT
( LBs)
CYLIHDiR
UiI IT }'EIGHT
(PcF)
7
?8
28
56
d- ZJ. !J
o-1?-a?
9-13-93
10- 11-93
93,000
109,500
108,000
124 .500
6.09
6.09
6.09
6.07
29. 13
29.13
29. l3
?8.94
3190
37 60
3 710
4300
shear
shear
shear
shear
DESIGI{ STREIIGTH 4000 PSl O 28 DAYS
TESTS BY LASORATORY PERSOI{NEL ARE TT ACCORDAT.ICE VTTH APPLICABLE ASTI.I I.IETHODS UI{LESS OTHERVISE I{OIED
SOME II{FORMTIOI{ OF TEST RTPORT I'IAY BE PROVIDED 8Y OTHERS
REII1ARKS :
COPIES: R.A. l,lel son & Associates, Inc.
Attn: llr. Rick Agate;
Joe E. Benedict Bobby J. HaYs
FIELD OESERVER APPROVED gY
CHEN.NORTHERN, INC.
COIISULTII,IG EI{GII{IERS AI{D SCI ENII5TS
REPORT OF CONCHETE TEST CYLINDER DATA
A5 a mutual prot€ctlon to cltcntsr th€ publtc .nd ours€lves, a]l reports are 3ubrnlttsd.r the confldleniltl prop€rty of
cllcni3, .rd .uthorlzatlon for publlcrtlon of stnt€rn€nt3. conclusJons or Gxtrlcts from or f€glrdtng our reports ls r!3erv€d
pendthg'our- r,,.ttt€n approv.l. Simplii wttr te aistosea of.ft€r testing is completed qnle3s other drrtngcm{nts .greld to
In ldritlng.e mimoer 6t th€ !I! group of companres Form xo' CME113A 6/91
T0: l.lECl,l Enterprlses JOS N0. 4 178 93-3 DATE: 9-14-93
Attn: Eustaquio Corti*a
P.0. Box 3149 SHEET 1 0F I
Vai l, C0 81558-3149
PRoJECT: Liftside Building, east of t{esthaven Drive and llestin Hotel , South Frontage Road Uest, Vail, Colo.
PLACEI.TENT LOCATIOI{tJaf ls, Grid ?2 to 24 and Lines Q through J.
BATCH TICK€T I i{FORI{AT I Ol{ SUPPLIER: llestern l'lobi le
TRUCK N0. 119 TICKET l{0. 19669 {rlIX 0ESI6I{ ll0. B
Tii{E BATCHED: l:01 Pl,l TIME ARRMD: 1:12 Ptl TIIE PLACED, 1:15 PH-CU. YD. L0AD/ACCtfrl: TlZL/100
FIELD TESTII{G ITIFORI,IATIOI{
TIIIE TESI TAKEII: 1:?? Ptl
JOB SPECI F]CATIOI{S:
SLUI'IP
SLUMP
3l/2 IN.
IN.
SAI{PLE TEI.IP:
AIR C0tlTEttT: 4.8%
AIR CONTE T: %
76 "F AIR TEI,IP: 60 .F
IJET UNIT tlElGhT: 143.6
}IATER ADDEO AT SITE -- 6AL.
CYL I I{DER I I{FORIIATIOI{
t{0. 0F CYLINDERS: 6 CYLIIIDER SIZE: 6"x 12" TIIIE CYLIT{DERS CAST: 1:32 PA UHERE CAST: on-Site
CURI 116 II{FORMATIOI{
INITIAL CI-RE: ?4 hours on-Site
DATE RECEIVEO AT LAB:
FIELD ST0RACE FACILITIES: Concrete Bl anket
BY:r,u N/l'lAx
AGE
DAYS
DATE
TES TED
TOTAL LOAD
(LBs)
DIAI'IETER
{ rt{cHEs )
AREA
(sQ ilr)
cot'tP . sTR.
(Psl )
TYPE OF
FRACTURE
CYLI I{DTR
VE ]6HT
(LBS)
CYLIIIDER
UI{IT !/EIGHT
(PcF)
I
7
?8
28
28
?8
9-21-93
9-21-93
l0-12-93
10-12-93
i0-12-93
l0-r2-93
110,000
115,500
141 ,500
139 ,500
140,000
135,000
6.08
6.08
6.07
6.07
6. 08
6.06
29.03
29.03
?R qd
28.94
20 i2
?8.84
37 90
3980
4890
4820
482 0
4680
conlshear
con/shear
con,/shear
confshear
con/shear
con/shear
DESIGI{ STRE}IGTH 4OOO PSI O 28 DAYS
TESTS BY LABORATORY PER5OI{NEL ARE IN ACCORDAI1CT UITH APPLICABTE ASTI'I METHODS UI{LESS OTHER}IISE I{OTEO
SOI.{E ITIFORMATIOII OF TTST REPORT HAY BE PROVIDEO BY OTHERS
REMARKS:
CoPIE5: R.A. Nelson & Associates, Inc.Attn: l'lr. Ri ck Agate '
Western llobile, Attn: l'lr. Rick Seytnour
J.V.A., Inc.; Gwattmey Pratt Schultz;
Carolyn Adams Eobby J, HaYs
FIELD OESERVER APPROVED BY
CHEN.NORTHERN, INC.
CONSULTI116 ENGINEERS AND SCIEIIT I STS
REPORT OF CONCRETE TEST CYLINDER DATA
A! r mutual protlcttor to cltcntB, the Flbltc rnd ourralvc3! .11 r.port..r. rubmittcd !3 the confldlentlrl pFoP.rty ot
cl{€nt3, lnd authortz.tton for publicltlon of st.te,ner|ts. Conclr3Jons or €xtrlctt trod or r.gardlns ouF r.Portt 1:,19"::ttd
fcndrng our wt.ltt.n rpproval. lrrnp las h,itt t€ dtsposed ol aft.F t.rtlns l! coftPl€t.d un].3. othcr lrransqn.t3.gr'co Eo
;-lrr;;;; ;; th€ !!! group or €omp.nres Forrn o' cfiFll3a 6/91
T0: I'iECM Enterori ses JOB tl0. 4 178 93-3 DATE: 10-6-93
Attn: Eustaqui o Corti na
P.0. Box 3149 SHEET I 0F I
Vail. C0 81658-3149
PROJECT: Liftside Euilding, east of gesthaven orive and Vestin Hotel , South Frontage Road llest, Vail, Co1o.
PLACTI{EIIT LOCAT IOt'I :Elevator C to Elevation 84
BATCH IICKET IIIFORI'IAIIOI{
TRUCK N0. l19
TIfIE EATCHEO:
TICKET l{0. 10606
TIiIE ARRIVEO:TII.IE PLACEO:
SUPPLIER: llestern tlobi I e
t'f IX DES IGt{ l{0. 44 B
CU. YO. LOAD/ACCUH:
FIEL0 TESTIIIG It{F0Rl'lATI0i{ IllFm.RAIIof( ll0T PR0VI0E0 SA|'IPLE TE!'{P: "f AIR TEI'iP:
TtllE TEST TAKEI{: SLU|IP: It{. AIR C0t{TEl{T: % VEI UlllT }JEIGHT;
JOB SPTCI F ICATIOITS: SLWP: II{. AIR COIITEIiT: 1 I.IATER ADDED AT SITE GAL.
CYLINDER II{FOR},IAT]ON
NO. OF CYLII{OTRS: 6 CYL I''IDER SIZE: 6''X 12" TIIIE CYLII{DIRS CAST: --- IJHERE CAST: ON-SitE
CURIUG II{FORMATION
IIIITIAL CURE: 0n-Site FIELD SToRAGI FACILITIES: Cure Elanket
DATE RICEIVED AT LAB: t0-11-93 BY: t'la rk Jensen l'llN/HAX
AGE
OAYS
OATE
TESTED
TOTAL LOAO
(L85)
D IAi'ITTER
( r N0HES )
AREA
(sQ Ir{)
col'tP.sTR.
(Pst )
TYPE OF
FRACTURE
CYLINDTR
I,'E I6HT
(LBs)
CYLII{DER
UI{IT I/E ICHI
(PcF)
7
7
28
?8
28H
28 H
l0 - l3 -93
l0-13-93
1l-3-93
l1-3-93
11-3-93
122,500
85,000
6 .07
6.08
28.94
29.03
4230
?93 0
shear
shear
DESIGI{ STREI{GTH 4OOO PsI @ 28 OAYS
TESTS BY LABORAIORY PERSONHEL ARE IN ACCORDANCI UITH APPLICABTE ASTI,i I'ITTHODS UNLESS OTHERVISE IIOTTD
SOME IIIFORI.IATION OF TEST REPORT MAY BE PROVIDED BY OTHERS
REMARKS :Cylinders were cast by the contractor.
COPIES: R.A. f{el son & Associates, Inc
Torvn of Vai I ; llestern l'lobi I e ;
J V A, Inc.; GHattmey Pratt Schultz Eobby J. HaYs
FIELD OBSERVER APPROVED BY
CHEN.NORTHERN, INC.
COIISULT I I,16 ENGIIIEERS AND SCIEI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA5'
\f.,*>, , ,
.i'.' r.) ,'J.(),,r_.4.'rl
As . nutu.l Protectlon to cli€nts. th. Fubllc
clt€nt!,. and .uthorlr.tlon for publlc.tion of
pending our writtsn aFp!-ovrl . S{Erpl as sill be
in wr I tl ng.
A m. ber ;f the tsl! group of €onPlnies
lrd ourt€1v.5 t all rcports
3tatem€ntr. Concluslons or
dlsFosed of .ft€r t.3tlr|€l
.re rutxnlttcd rr th. contldlGntl.l FroP€rty ot
extracts tro|r or reg.rdlng our r€portt l3 rcl'rv'd
ls cocrgl€tGd unl.3s .th€r .rr.ngs!€nts rgr€€c ro
Fonn N,o. CMEll3A 6/91
I0; lltECll Enterprises J08 l{0. 4 178 93-3 DATE: 10-5-93
Attn: Eustaquio Cort i na
P.0. Box 3149 SHEET 1 0F 4
Vail, C0 8i658-3149
pR0JECT: Liftside Euilding, east of I'lesthaven Drive and lrestin Hotel , South Frontage Road llest, Vail, Colo.
PLACEIIEI{T LoCATI0I{: Foundation I'lalls; Lines 25 to 31 and C thru P.
SATCH TICKTT IIIFORMATIOIi
TRUCK flo. 15i
TIME BATCHED: 7:57 At"l
TICKET NO. O5I1
TII'IE ARRIVED: 8: 15 Al'l
SUPPL IER t Uestern l'lobi I e
Mlx DEslGl{ l{0. 44
TIHE PLACEO: 8:20 Al'l-CU. Y0. L0AD/ACCU}|:
FIELD TISTIIIG I I{FORI.IAT IOI{
TIl.lE IEST TAKEN: 8:30 All
JOB SPECI F ICAT IOI{S:
SLUMP:6
SLUMP:
SA!,IPLE TEI'IP: 6Z .F AIR TEI.IP: 60 "F
AIR COI{TEI{T: 4.51 IJET Ul{ll I{EIGHT:
AIR CO[{TE[{T: X WATER ADDED AT SITE le GAL.
CYTII'IDER INFORMATION
l{0. 0F CYLIII0ERS: 6 CYLIIIDER SIZE: 6"x 12" T Il''lE CYLITTDERS CAST: 8:45 AM I{HERE CAST: 0n-Site
CURII{G I HFORHATIOI{
ItIITIAL CURE: 24 hours
OATE RECEIVEO AT LAB:
FACI L ITI tS: Cure Ilanket
H6ys llIH/IlM
0n-Si te
10-6- 93
FIELO STORAGE
BY: Bobby J.
CYLII{D€R
UIIIT I'EIGHT
(PcF)
CYL I}IOER
lIEIGHT
(LBs )
DIAHETER
( TNCHES )
shear
shear
i0-I?-93
10- 1Z-93
11-2-93
11-2-93
l1-2-93
l1- 2- 93
7A
7A
284
28A
Z8A
28A
DESI6I{ STREIIGTII 4OOO PSI O 28 DAYS
TESTS BY LABORATORY PERSOIINEL ARE ItI ACCOROATICE I.IITH APPLICABLE ASTI'{ I4ETHOOS UI'ILESS OTHER!'ISE I{OTEO
sOI,IE INFORMATIOI{ OF TEST REPORT I.IAY BE PROV]DED 8Y OTHERS
Oan t{eill BobbY J. HaYs
FISLD OESERVER APPROVED BY
C0PIES: R.A. tlel son & Associ ates, Inc.;
Town of Vail; l{estern Mobile;
J V A, Inc.; Gwattmey Pratt Schultz;
CHEN.NORTHERN, INC.
CONSULTINC EI{6I t{EERS AI.ID SCITI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: l,lECtl Enterprises JOB l{0. 4 178 93-3 0ATE: 10-5-93
Attn: Eustaquio Corti na
P.0. Box 3149 SHEET 2 0F 4
vail, C0 81658-3149
PR0JECT: Liftside Building, east of lJesthaven Orive and trlesti n Hotel, South Frontage Road Llest, Vail, Colo.
PLACEI'|EiIT LOCATIOI{: Foundation ltalls; Grid Lines 25 to 3l and C ihru P.
BATCII TICKET IttFoRttATiOt{ SUPPLI€R: Uestern l'lobi le
TRUCK l{0. 104 TICKET l{0. 05?2 Hlx DEStGt{ li0. 44
TIl,lE BATCH€D: l0:09 AM TII'IE ARRTVED: t0:40 Afl Tllll PIACED:10:45 AH-CU. Y0. L0A0/ACCUi1: 63
FiELD TESTING I IIFOflI.IAT ION
TII'IE TEST TAKEI{: 10 : 55 AH
JOB SPECIFICATIONS:
SLlJltP; 3 3/4
SLUI.IP:
I t{.
IN.
SAMPLE TEI'IP:
AIR C0l{TEllT: 5.41
AiR COtiTEt{T: X
67 "F AIR TE}IP: 65 "F
llET Ut{ IT TJE I6HT:
UATER ADDED AT SITE O GAL.
CYLIT{OER T I{FORI.{AT IO}I
ll0. 0F CYLIITDERS: 6 CYLIIIDER SIZE: 6"x 12" TII'IE CYLII{DERS CAST: ll:10 Atl VHERE CAST: On-Site
cuRtltG ir{FoRt'tATI0l{
I]{ITIAL CURE: 24 hours On-Site FIELD ST0RA6€ FACILITIES: Cure B}anket
0ATt RECEIVED AT LAE: 10-6-93 8Y: Eobby J. Hays MIN/MAX
AtTE
OAYS
OATE
TE STED
TOTAL LOAD
(L85)
OlAt'{ETER
( I NCHEs )
AREA
(sQ It{)
c0t4P. sTR.
(Psr )
TYPE OF
FRACTURE
CYLINDER
VEIGHT
(L8s )
CYLII{DER
UIIIT UEIqHT
(PCF)
7B
78
288
288
?88
288
10-12-93
10-t 2 -93
I I -2-93
ll-2-93
11-2-93
11-?-93
81 ,500
94,000
6.08
6. 09
29.03
29. 13
2810
3230
shear
shear
DESI6N STREI{GTH 4OOO PSI G 28 OAYS
TESTS BY LASORATORY PTRSOI{i{EL ARE II{ ACCORDANCT IIITH APPLICABLE ASTI'I }{[THOOs UIILESS OTHER!'I5E I{OTTD
SOI.I€ ITIFORHATIOI{ OF TEST REPORT I,IAY BE PROVIOTO BY OTH€RS
REMARKS :
COPIE5: R.A. l{elson & Associates, Inc
Town of Vail: I'lestern l{obile;
J V A, lnc.; G$,attwey Pratt Schultz Oan l.lei 11 Bobby J. HaYs
FIELD OBSERVER APPROVED BY
As. |lutult protect.lon to clicnts, the publlc lnd o&r3.lves, atl rcports .r. ssbmilt€d .i th! confidiedti6'l property of
cllcnt5, and authoFizrtion for Fgbllcttlon of 3trtem.nt.. Concluslons or Gxtract3 trorn or regardlng our raPortS-l!-fc3crv'd
;;;;;;; '";;-";iii". ipi"ivat. !!mpl.r r{i1r bc dispos€d of rfter te3tlng is conFl.t€d unless oth€r .rr.ng€m.nti rEF 'o to
ln *rftlng.e '".1i" ir tha !l! srouF of companl.. For'' t{o' C}l€lt3A 5/91
CHEN-NORTHERN, INC.
COIISUITING EIIGINEERS AI{O SCIENTISTS
REPORT OF CONCRETE TEST CYLINDER DATA
Aj a D{tual protcctlon to cll.ntit th. pqbllc.nd ourcelveir atl rcport3 ar€ submittcd a3 thc confldl.ntlel Propcrty of
cl{ent3, 6nd.uthortz.tlan {or publicrtlon of 3trtdnents, Conclu;{ons or .xtrrct3 from or r.g.rdlng our raPorts lr re3'rvod
p6ndtng ou|" wrltt.n.pprov!1. Srnples wllt be dl3po3.d of lfter t.rtlng i. compl.t.d unl.33 oth.r lrr.nEqn nts .grcco ro
in wrlt ing.
n .iii'6i" ir th! !I! erouF of cotnp{n163 Forln No. ct'lEt 13A 6/91
T0: tlECt{ Enterprises JOB tl0. 4 178 93-3 OATE: 10-5-93
Attn: €ustasu io Corti na
P.0. 8ox 3149 SHEET 3 0F 4vail, C0 81658-3149
PROJ€CT: Liftslde Building, east of tJesthaven Drive and Uestin Hotel , South Frontage Road llest, Vail, Colo.
PLACEIIEI{T LOCATIOI{: Foundati on llal ls: Lines 25 to 3l and C thru F.
BATCH TICKET II{F0RHATI0I{ SUPPLIER: liestern t'loblle
TRUCK l{0. 151 TICKET lr0. 0534 tllx DESIG|{ flo. 44
TIIIE BATCHED: 12:36 Pt{ TillE ARRIVED: 1:00 Pl,l TIIIE PLACEO: l:10 Ptl-CU. YD. L0AD/ACCUII: 105
FIELD TESTII{G I IIFORI.TAT I O]t SAMPLE TEI,IP: 7T "F AIR TE!,IP: 68 "F
TII'IE TEST TAKEII: 1:20 Pl,l SLUl.lP: 4 It{. AIR C0|{TENT: 5.27 }lET U}IIT llEI6HT:
J08 SPECiFI CATI0I{S: SLUf'lP: Itl. AIR C0NTENT: I WATER ADDED AT SITE -- GAL.
CYLJI{DER I i{F(IRMAT IOI{
t{0. 0f CYLIIIOERS: 6 CYLINDER SIZE: 6"x 12" TIhE CYLlttOERr CAST: 1:30 Pt'l UHERE CAST: On-Site
cuRil{6 I t{FoRfiATtot{
II{ITIAL CURE: 24 hours 0n-Site
DATE RECEIVED AT LAB: 10-6-93
FIELo SToRAGE FACILITIES: Cure Blanket
BY: Bobby J. Hays l'li N/llAX
AGE
DAYS
DATE
TESTED
TOTAL LOAD
tLBs)
DI AMETER
( r NCHES )
AREA
(sQ m)
c0t'4P. sTR .
(Psr)
TYPE OF
FRACTURE
CYLIT{OER
UE ] 6HT
(L8S)
CYL IIIOER
UI'IIT !'EICHT
( PcF)
tn
28C
28C
28C
28C
10- 1Z-93
10-12-93
1l-2-93
11-2-93
11-2-93
11-2-93
103 ,000
102,000
6.04
6.01
28. 65
?8.37
3590
3600
shea r
shear
OESIGI{ STREI{CIH 4000 Psl @ 28 DAYS
TESTS BY LABORATORY PERSOIII{TL ARE IN ACCOR,DATICE VITH APPLICABLE ASTI.I I.IETHODS UIILESS OTHERUISE TIOI€O
SOI,IE ITIFORI,IATIOI{ OF TEST REPORT MAY BE PROVIDED 8Y OTHERS
REI{ARKS:
COPiES: R.A. ile'lson & Associates, Inc
Town of VaiI; Uestern l.lobi1e;
J V A, Inc.; Gratlmey Pratt Schultz Dan f,leill Eobby J. Hays
FIELD OBSERVER APPROVED BY
CHEN.NORTHERN, INC.
CONSULTIIIG EIIGIIIEERS AI{O SCIENI I STS
REPORT OF CONCRETE TEST CYLINDER DATA
As. nqtull protactlon to cl,lant3, th. public rnd ourselves! rll rcports arc tubnlttod !a th. confidienti!l prop€rty of
clicnts, rnd rqthortzrtton for publlcdtion of statcm.nt., Concluslons or €xtracts froln or r€sdrdlng our reportr It r€served
;e;;i;;'";;-;iaaen ipp"ovat. iiinprcs wrrt be disfJscd ": artl.-iisti"g;i i".pi.t"a unress itt'rr;rmnsem€nti !sreed to
ln writlng.
A ritt'i"" it th! !l! grorip of coftp{nies Forn {o' c}rEl13A 6/91
T0: l'lE0ll Enterpri ses JOB N0. 4 178 93-3 DATE: 10-5-93
Attn: Eustaouio Corti nap.0. Box 3149 SHEET 4 0F 4
Vai l, C0 81658-3149
PRSJECT: Liftside Bullding, east of l,esthaven Drive and lJestin Hotel , South Frontage Road llest, Vail, Colo.
PLActl4EllT L0CATI0II: Foundati on Ualls; Lines 25 to 3! and C thru P.
BATCH TICKET INFORI{ATI0I{ SUPPLIER: }Jestern l'lobile
TRUCK ll0. 97 TICKET ll0. 0552 lllx 0EslGN lio. 44
TII{E SATCHED: 3:17 P IIHE ARRIVED: 3:30 PH TIME PLACED: 3:40 Ptl-cU. YD. L0AD/ACCUM: 154
FIELD TESTIT{G INFORI.IATIOI{ SAMPLE TEI'IP: 73'F AIR TEI'IP; 70 "F
TII,IE TEST TAKEI{: 3:50 PM SLUMP: 5 II{. AIR CONTEI{T: 5,7% !'ET UI{IT I'IEIGHT; ---
JOB SPECIFICATIOI{S: SLUMP: II{. AiR CONTEIIT: X I,'ATER ADOEO AT SITE --- 6AL.
CYLINO€R II{FORMATION
N0. 0F CYLIII0ERS: 6 CYLIiIDER SIZE: 6"x !?" TIME CYLITIDERS CAST: 4:00 PH vtlERE CAST: On-Site
CUR I }IG I TIFORI'IAT I OiI
Ii{ITIAL CURE: 24 hours on-Site
OATE RECEIVEO AT tAB: 10-5-93
FIELD STORAGI FACILITIES: Cure Elanket
8Y: Bobby J. Hays HII{/HAX
AGT
DAYS
DATE
TESTEO
TOTAL LOAO
(LBS}
O I AMETER
( tficH€s)
AREA
(SQ IN)
COMP. STR.
(Psr )
TYPT OF
FRACTURE
CYL I NOER
I.'E I GHT
(tBs)
CYLIIiDER
ur{lT vtiGHT
(PcF)
7D
7D
280
280
280
28D
10- I ?-93
10-12 -93
l1-2-93
11-2-93
11-2 -93
11-2 - 93
87,500
10i,000
6.00
5. 98
28 .?7
?8.09
3090
3 600
shear
shear
DESIGI{ STREI{GTH 4OOO PSI @ U8 DAYS
TESTS 8Y LABoRAToRY PERSot{llEL ARE Iti ACC0R0ANCE tllTH APPLICABLE ASTI'1 |,IETH0DS UNLESS oTHERI'IISE N0TED
SOME II{FORMATIOI{ OF TEST REPORT I'iAY BE PROVIDED BY OTHERS
REIIARKS :
C0PIES: R.A. Nelson & Associates, lnc
Town of Vai l : llestern llobi le;
J V A, Inc.; Gwathney Pratt Schultz Oan l{ei II Eobby J. HaYs
FIELD OESERVTR APPROVED BY
iff&?ocl z'0 t995
CHEN.NORTHERN, INC.
COTISULIIiIG €IIGI I{EERS AI'IO SCI[I{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
A3 r ||lutull protcctton to cllant3, th. publlc rnd ourr.lv€s, all r6por"t! lrc 3ubnittcd at th. contldlantlrl prop€rty of
cll.nt!, .nd iuthoriaatlon for publlcltlon ot strtdnonts. concluslons oi .xtr.ct3 frotn or r.gardlng our reForts lt r.3'Fvad
p:;;i;t'";; ";iat!n approvat. s.|nples |rlll b€ dl3posed of rft.r te6tlng is cort|pl.t.d unle.3 other .rrahg6ment3 !gr€.d to
i ##;;';i th. !:! sroup of conpln{e3 Form ro. cMEll3A 6/e1
T0: ilECil €nterpri ses J08 ll0. 4 I78 93-3 OATE: 9-16-93
Attn: Eustaqui o Cortl nap.0. Box 3149 SHTET 1 0F I
Vatl, C0 81658-3149
PRoJECT: Liftside Building, east of lresthaven Drive and Uestin Hotel , South Frontage Road l{est, Vall, Colo.
PLACEttEttT L0CATI0I|: Ualls at Grid Lines 22 to 24 and Lines Q thru J. Second Lift.
BATCH TICKET II{FORI,IATIOI{ SUPPLiEft: UestCTN }IObilE
IRUCK N0. 117 TICKET lr0. 19803 l,lIX DESiGil ll0. B
TII'|E BATCHE0: 3:14 Pt{ TIHE ARRIVEO: 3:35 Ptl T Il,tE PTACED: 3:41 Pl'l-CU. YD. L0ADIACCUI'I: 7121148
FIELD TESTIIIG I I{FORI.IAT I OI{
TIl'lE TEST TAKEN: 3:45 Pf'l
JOB SPECIFICAT 1OIIS:
sLuilP
sLur'tP
4 t/4 I .
IN.
SAI,IPLE TEI4P:
AIR CO]{TEI{T: 6. 9fr
AIR C0NTEI{T: 1
I6"F AIR TEMP: 65 OF
ldET UIIIT llE IGHT:
VATER ADDED AT SITE 7 GAL.
CYL IIIDER II{FORI.{ATION
l{0. 0F CYLIT{DERS: 6 CYLIiIDER SIZE: 6"x 12" TIIIE CYLITIDERS CAST: 3:55 Pltl UHERE CAST1 on-Site
CURING II{FORI'IAT ION
II'IITIAL CURE: 0n-Site FIELo ST0RAGE FACILITIES: Insulated Blanket
DATE RECEMD AT LA8: 9-20-93 8Y: Frank Potvin f'lill/l'lAx
AGE
DAYS
DATE
TESTED
TOTAL LOAD
(LBs)
DIAI,IEIER
(Il{cHEs)
AREA
(sq rfl)
COIIP . STR.
(PSr )
TYPT OF
FRACTURE
CYLIIIDER
I,IE T6HT
(L8s )
CYL II{DER
UiIIT IIEIGHT
(PCF)
7
28
2A
28
?8
9-23-93
9-23-93
10-14-93
l0-14-93
l0- l4-93
l0-14-93
95,000
98,000
118,500
t20,000
125,000
122,000
6.00
6. 08
5.98
5.98
5.99
6.07
?8.27
29.03
28.09
28.09
28. l8
28.94
3360
3380
4220
4270
4440
4279
shear
shear
snea r
snear
snear
shear
DESIGIT STREI{CTH 4000 PsI 0 28 DAYS
TESTS BY TASORATORY PERSOI{i{EL ARE Iil ACCORDAilCE UITH APPLICABLE ASTI,I I'{ETHODS UIILESS OTHERI{ISE IIOTEO
SOI.IE IIIFORI.{ATION OF TEST REPORT I.IAY 8E PROYIDED BY OTHERS
REIiARKS:
CoPIES: R.A. l{el son & Associates, Inc.,Attnr llr. Rick Agate.
llestern ilobile, Attn: tlr. Rick Selmour;
J.v.A., Inc.; Gwathftey Pratt Schultz;
Carolyn Adams Bobby J. HaYs
FIELD OBSERVER APPROVED BY
t
CHEN.NORTHERN, INC.
co[sulT l]JG EI|GuEERS AID SCIEI|IISTS
REPORT OF CONSTRUCTION ACTIVITIES
T0: MECII Enterprises JOB t{0. 4 178 93-3 OATE: 10-7-93Attn: Eustaquio Corti na
P.0. Box 3149Vail, C0 81658-3149 DAILY REPoRT 1{0. 9 SHEET 1 0F 1
PROJICT: Liftside Building east of lJesthaven [)rive and Uestin Hotel , South Frontage Road Uest, Vail, Colorado.
UEATHER CONOITIOi{S At{D TEI'IPERATURE: Rain - 45 deorees F.
COI{TRACTOR'5 COI{STRUCTIOiI ACT I VITI ES
PERSOI{I{EL:
l|AJOR EQUl PtitEt{T:
ACTIViT]ES:
CHEN -NORTHERI{ ' S SITE ACTIVITIES
Ue picked up a soil sampl e at the request of David Schreiner. The material was imported frqn
Swift Gulch. The material needs a Ptoctor, gradation and P.l.
VTRBAL COI4I'IUI{ICATION t.,ITH CONTRACTOR, EI{GII'IEER, ARCHITECT,01{ ER
COPIES: R.A. l{el son & Assoclates, Inc.
Fred R. Cameron
APPROVID BY
A5 ! nutu.l protectlon to cli€nts. the publlc rnd otrr3clves, !ll r€poFts rra luboltt.d 13 tha confld.ntlel propcrty of our cllent6, andluthori:!tion for publtcatlon of st.tement. Concluslons or €xtrrcts fron or regardlng our rcporta lr rcaarvad pcndlnE our wrltten rpprovrl.
S.mples will b€ dlspo*ad of rfter testing is complcted uhlsss oth€r rrr.rgemcnta ria lgraad to ln r.rltlnE.
A n€|nb€r of the EI! group of co$panlcs
CHEN-NORTHERN, INC.
collsulT I ltc EIGtl{EERS AltD SCtEITISTS
REPORT OF CONSTRUCTION ACTIVITIES
T0: MECII Enterprises J08 ll0. 4 t78 93-3 0ATE: 10-lZ-93Attn: Eustaqui o Corti na
P.0. Box 3149Vall, C0 81658-3149 DAITY REP0RT l{0. l0 SHEET I 0F I
PRoJECT: Liftside Butlding east of llesthaven Drive and llestin Hotel , South Frontage Road l,lest, Vail, Col orado.
I./EATHER COIIDITIONS AND TE}IPERATURE
COIITRACTOR'S COI{STRUCTiOfl ACTI YI IIES
PERSOI{1{EL:
MAJOR EQUlPflEl{T: Concrete Pump, High Cycie Concrete Vibrator.
ACTIVIIIES: Contractor poured footlng wall at 6rid Lines C thru L and ?5 thru 3l; Elevation 53.9 to 64.3.
CHEN-IIORTHERN'S SITE ACTIVITIES
Ve observed the contractor p'lacing concrete at the above rnenti oned Grid Lines and elevations.
Ue sampl ed the concrete at the discharge of pump, tested concrete for s1ump, air content, unit
weight and cast three sets of cylinders.
VEREAL CO}II'IUI,IICATIOI{ UITH COiITRACTOR, EI.IGII{EER, ARCHITECT, OIINER
Contractor was advised of test results.
l,lark of l{estern ilobile nas advised of results of first sl unp and air content test,
COPIES: R.A. l'lel son & Associates, Inc.
Fred R. Cameron
APPROYED 8Y
A3 . mutua'l protectloh to cllenta, th€ Fubllc lnd ourselves, .ll reports lre 3ubmltted.3 th€ confldential- Prop€rty of our.cllents' ar|d'iitrt"iiiii i oi'f-oi -pufl i "itt t ". oi iictr."itt, conclustons or eitracts irom or regardlng our raport3 l3 r€serv.d iendtng out^ flrltten lpp.oval.
Sampler Hill ba dispo3cd of lfter t.sting is completed u$less oth€r lrrdngem€nts.ro agr.ed to in trrltlng.
A mehber of thc tsI! group ot coDpatla3
t6tU Z.-.1 :,ffi
CHEN-NORTHERN, INC.
CO SULTING EI,I6IIIEERS ANO SCTEI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As r fiutual protectlon to cll.nt3j th! publlc and orrs€lv.s, all rcport3 ate .uhnftted !i thr contid{antl.l prepsrty of
cll€nts. .nd 6uthori2.tion tor Dubllcatlon of strt€fiants. ConcluslonE or .xtr!ct3 lrom or ragrrdlng our reportt l3 r.3cr'v..|
pendlng our wrltten rpproval , S.|nples r',lll be disporcd ot .fter test{ng l3 conplct.d un1e33 oth€r .rFangemcnt3 aEre€d to
ln wrlti nq.
A mJri"" 6t thc !l! group of compan{e3 Foffi Ho. cl{Ell3A 5/91
T0: IlECltl Enterprlses JOB t{0. 4 178 93-3 DATE: 9-20-93
Attn: Eustaqui o Corti na
P.0. Box 3149 SHEET I 0F I
Vail, C0 81658-3149
PRoJECT: Liftsid€ Building, east of t{esthaven Drive and Uestin Hotel, South Frontage Road llest, Vail, Colo.
PLACEMEIIT LOCAT IOt{:t{orth Ual I Lines P-10 through P-26, J to P.
BATCH TICKET INF0RI'|ATI0I{ SUPPLIER: ljestern ilobile
TRUCK 0. 114 TICKET flo. 9932 l,llx 0ESIGll tl0. 44
TI}IE BATCHED: TI}IE ARRIVED: 3:45 Pll TIiIE PLACE0: 4:05 Pll-CU. Y0. LOAD/ACCU|i: 7
FIELD TESTING INFORMATION
IIME TEST IAKE|I: 4:10 Pil
JO8 SPECIFICATIONS:
SLUI'IP
sL uttP
4 1/4 tN.
I t{.
SAMPLE TEI4P:
AIR COt'lTEl{T: 5.2X
AIR C0I{TENT: %
74 "F AIR TETIP: 72 OF
UtT Ul'lII UEI6HT:
UATER ADDEO AT SITE O 6AL.
CYL iI{DER !IIFORI'ATIO}I
I,IO. OF CYLII{OERS: 4 CYLINDER SIZE: 6"x 12" Ttl,lE CYLII{DERS CAST: 4:15 PH IIHERE CAST: on-Site
CUR] I{G T1{FORI,IATION
Il{lTiAL CURE: 48 hours 0n-Slte
DATE RECEMD AT LAB: 9-22-93
FIELD ST0RAGE FACiLITIES: Insulated Blanket
8Y: l'lark Jensen 1,1I tl /l,lAX
AGE
DAYS
DATE
TESTED
TOIAL LOAD
( L8s)
DIAI'IETER
( I NCHES )
AREA
(sQ l[)
cot'iP. sTR.
(PsI)
TYPE OF
FRACTURE
CYLINDER
I'EIGHT
(LBS)
CYI I I{DER
UIIIT IIEIGHT
(PCF)
7
28
28
9-27-93
10-18-93
l0-18-93
11- 15-93
121,000
153,000
157,000
b. u5
o. u:)
6. 07
28.75
28.7 5
28.94
42t0
5320
5430
snear
shear
shea r
OESIGN STREI{GTH B-4OOO PS] @ 28 DAYS
TESTS BY LABORATORY PERSOI,II{EI ARE II{ ACCORDANCE UITH APPLICABLE ASTH I.IEIHODS UNLESS OTHERIdISE IIOTED
SOI'IE I I{FOR},IAT I OII OF TEST REPORT I,IAY BE PROVIDED BY OTHERS
REI'IARKS:
COPIES: R.A. lielson & Associates, inc.Attn: tlr. Rick Agate.
lJestern llobile, Attn: llr. Rick Seymour
J.V.A., Inc.; Gwattmey Pratt Schultz;
Dan l{eill Bobby J. HaYs
FIELD OBSERVER APPROVED BY
CHEN.NORTHERN, INC.
col{suLTll{G EllGlllEERS All0 SC tEt{T isrs
REPORT OF CONCRETE TEST CYLINDER DATA
As a llrqturl protcctton to cllant3, thc publlc.nd ourrclvesr rll r.portt .ra sulmltt.d.3 th! con{ldfantl.l pFop'rty of
clllnts, and luthorlz.t{on for publlcatlon of rt6t€nenta. - Concluslon: of aitrrct3 froh or rcg.rdlng our l€ports fl r'tcrv€d
;;;i;;'d;-""iia"i iffr"var. S nple3 r.tll b. dtrposcd or "tti"-iiiiini ri corniictea unlcs:6thcr irr.ns€.n€nts esr..d to
ln wrltfng.i-J;b;;";i rhc {lg srouF o{ conprnl+3 Forir Ho. $4€r13A 6/91
T0: HECl,t Enterprises JOB f{0. 4 178 93-3 0ATE: 10-12-93
Attn: Eustaquio Cort i na
P.0. Box 3149 SHEET 1 0F 3
Vai l, C0 81658-3149
PRoJECT: Liftside Building, east of Lresthaven orive and ly'estin Hotel , South Frontage Road lJest, Vail' Colo,
PLACEI,IEI{T LOCATIOI{ :Grld Lines g thru L, 25 thru 3l
Elavation 53.9 to 54.9.
EATCH TICKET Il{F0RllATI0fl SUPPLIER: tlestern t'lobi I e
TRUCK r0. 9'l TICKET t{0. 01068t l{IX DESlGll 10. 44
TIHE BATCHE0: 8:35 At{ TIt'lE ARRIVEO: TII{E PLACED: 9:10 AH-CU. YD. L0AD/ACCUH: 71281719
FIELD TEST]IIG I NFORMATION
Tti1t TEST TAKET{:9:15 Al{
JOB SPIC I FICAI IOI{S:
SLUI'IP:31/4 Iil.
SLUllP: llax.4 IN.
SAI.IPLE TFI.IP:
AIR C0llTEt{T: 3.2%
AIR COtlTEt{T: -- X
60 "F AtR TEHP: 40 "F
IIET UI{IT IIEIGHT:
IJATER AOOED AT SITE 4 GAL.
cYL I r{oER ]t{FoR},rAT l0rl
flo. 0F CYLINDTRS: 6 CYL IftDER SIZE: 6"x 12" TIIiIE CYLIIIDERS CAST: 9:27 Ft'l lrtHERE CAST: 0n-5ite
CURIIIG IIIFORI.IAIIOTI
II{ITIAL CURE: 48 hours 0n-5ite
DATE RECEIVED AT LA8: 10-14-93
FIELO STORAGE FACILITIES: Cure Elankets
BY: Frank Potvin Ifl/HAX
A6E
DAYS
DATE
TESTED
TOTAL LOAD
(LBs I
D IAI'IETER
( r r{cHEs )
AREA
(sQ tt{}
coltP.sTR.
( Psi )
TYPE OF
FRACTURE
CYL I1{DER
VETCHT
(LBS)
CYI IIIDER
UNIT VEIGHT
(PCF )
28A
28A
284
28A
H
n
10-19-93
l0-19-93
l1-9-93
11-9-93
11-9-93
1l -9-93
125,500
122 ,000
6.04
O. UJ
28.65
28.56
4380
427 0
shsear
shear
OT516I{ STREI{GTH 4OO(} PSI O 2B DAYS
TESTS BY LABORATORY PERSOIII{EI ARE Ifl ACCORDAI{CE UITH APPLICAETE ASII{ I.IETHODS UI{LTSS OTHERVISE I{OTED
SOI'IE T IIFORI.IAT I OII OF TEST REPORI i.IAY 8E PROVIDEO 8Y O'THERS
REI. RKS:sanples taken from discharge of purnp.
COPIES: R,A. l{elson & Associates, Inc.i
Town of Vail; Llestern flobile;
J V A, tnc,; &tath€Y Pratt Schultz;Brian Scanlan Bobby J. HaYs
FIELD OBSERVER APPROVED BY
CHEN.NORTHERN, INC.
CONSULTII{G EI{6I I{EERS AIID SCIEI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
A3 ! nutu6t protactlon to cIt.nt3r th! publtc.nd ourselv.rr all rcport! .rG 3ubarlt-t.d u5 thc contldlcntlrl Frop€-rty 01 Iclients, and authorlzatlon tor Fubllcatlon of atatcm€hts' conclusiont or Grtr'ctr troG or r'gtFdtnn our r'Dorts {5 rctcrv'{
il;;i;';;-*;iit:; ;;;;;;.i: st'nprc3 wru b. d{spo'Gd "r .rt.;-i;;ii";'re'-iiipiit"a''ni"sr 6ttrer irranscnr-nt' 'sFccd
to
i".H;;":; the E!! sroup or cotipahl.s Forn Ho ' cM€113A 6/el
T0: I'tECt{ Entenprl ses J08 ll0. 4 178 93-3 OATE: f0-f2-93
Attn: Eustaquio Corti na
P.0. Box 3149 sHtET 2 0F 3
Vail, C0 81658-3149
PR0JECT: Liftside Euilding, east of Vesthaven Drive and lestin Hotel , South Frontage Road tJest, Vail, Coio.
PLACET'IENT LOCAT IOII :Grid Llnes C thru L, 25
Approximate elevation 59.
thru 3l
EATCH TTCKET I1{FORI.IATIOI{
TRUCK lio. 97
TIHE BATCHED: l0:54 M
TICKET t{0. 010689
TltlE ARRIVED: ll 01 Al'l
SUPPLI ER: Uestern I'tlobi I e
llIX DtsIGtl N0. 44
Tli,rfE PLACEO: l1:02 Atl-CU. Y0. L0AD /ACCUI'I: 71701119
FIETD TESTII{6 I IIFORIi{ATI OI{
TIME TEST TAKEN: l1:07 Al,l
JOB SPECI F ICAT IONS:
SLUMP: 3 l/2 IN.
SLUMP: llax.4 I1{ .
AIR
AIR
SAI,IPLE TEI'IP:
C0NTEI{T: 3.5I
G0NTEIIT: X
63 OF AIR TEI.IP: 50 T
II€T UI{]T \'IEIGHT:
I.'ATER ADDED AT SITE O 64I..
CYLIIIOER I I{FORI.IAT I OIt
N0. 0F CYLITIDERS: 6 CYLIIIDER SIZE: 6"x 12" Tll'lE CYLII{DERS CAST: 11:12 At'l I{HERE CAST: 0n-Site
CURIN6 II{FORIIATIOI{
INITIAL CURE: 48 hours
DAIE REDEiVED AT LAB:
0n-Si te
t0-14-93
FiELD ST0RAGE FACILITIES: Cure Blanket
8Y: Frank Potvi n l4l]{/Mil(
A6[
OAYS
DATE
TESTED
TOTAL LOAO
(LBS)
D I Ai.IETER
( lr{cHEs)
AREA
(sq lil)
cot{P. sTR.
(PSI )
TYPE OF
FRACTURE
CYL I IIDER
IIEIGHT
(LBS )
CYTII{DER
UIIIT I,IEICHT
(PcFl
7B
7B
288
288
?89
288
H
H
t 0-19-93
10-19-93
l1-9-93
1l -9-93
11-9-93
l1-9-93
134,000
130,000
5.07
6.06
28.94
28.84
4630
4510
snear
shear
OES IGt{ 5TRE IIGTH 4000 SIB2SDA ts
TESTS BY LABORATORY PERSOT{IIEL ART IN ACCORDAIICE I.IITH APPLICAELE ASTI'I ]'IETHODS UNLESS OTHERIIISE IIOTED
SOI.IE INFORIIATION OF TEST REPORT I.IAY 8E PROVIOEO 8Y OTHERS
REI|'IARKS: Sample taken from dl scharge of pump.
COPIE5: R,A. llel son & Associates, Inc.;
Town of Vail; l{estern l'lobi le;
J V A, Inc.t Gwathney Pratt Schultz;Brian Scanlan Bobby J. HaYs
FIETD OSSERYEC APPROVED BY
CHEN.NORTHERN, INC.
COIISULT I ItG E116II{EERS At{O SCIEiITISIS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: llECl'l Enterprises JOB t{0. 4 178 93-3 DATE: 10-12-93
Attn: Eustaoui o Corti na
P.0. gox 3149 SHEEI 3 0F 3
Vail, C0 81658-3149
PROJECT: Liftside Building, east of llesthaven Drive and llestin Hotel , South Frontage Road Hest, Vail, Colo,
PLACEI,IEIIT LOCATION :Grid Lines C thru L,
Approxinate el evati on
25 thru 3l
64.
BATCH TICKET lNFoRttATioN SUPPLIER: llestern l'lobi le
TRUCK N0. 97 TICKET ll0. 010701 llIX DESIGil ll0. 44
TIf,tE BATCHED: 1:07 Pll TjllE ARRIVED: I:15 PM Tll{E PLACED: 1:15 PM-CU. YD. L0AD/ACCUM: 7/I19
FIELD TESTI IIG I NFORT'IATION
TIME TEST TAKEN: 1:32 Ptt
JOB SPECIF1CATIOI{S:
SLUl,lP:2114 IN.
SLUl,lP: Hax.4 It{.
AIR
AIR
SAI.IPLE TEI.IP:
C0l{TEl{T:3.0X
C0NTEI{T: %
63 "F AIR TEi.IP: 50 .F
VIET UI{ IT IIEIGHT:
UATER ADDED AT SITE 5 GAL.
CYL I I{DER I IIFORI.IATION
No. 0F CYLIIIDERS: 6 CYLIN0ER SIZE: 6"x 1?" TtllE CYLIIIoERS CAST: l:25 Pl'l IIHERE CAST: on-site
CURII{O II{FORMAT ION
Ii{ITIAL CURE: 48 hours 0n-Site FIELO ST0RAGE FACILITIES: Cure Blanket
0ATE RECEIVID AT LAB: 10-14-93 BY: Frank Potvin lllN/]'{AX
AUC
DAYS
DATE
TESTEO
TOTAL LOAD
(L8s)
OIAMETER
( IflCHES )
AREA
(sQ Ill)
COMP. STR.
(Psr )
TYPE OF
FRACIURE
CYL II'IDER
I..lE i GHT
(LBS)
CYL I I{DER
UII IT IIE IGHT
(PcF)
7C
28C
28C
28C
28C
H
H
l0- 19-93
10-19-93
11-9-93
l1-9-93
11-9-93
1 t -o-o?
144 ,000
135,000
6.08
6. 08
29.03
29 .03
4960
4650
shea r
shea r
0Esi6ll sTREfiGTfl 4000 PsI @ 28 0AY5
TESTS BY LABORATORY PERSOIINEL ARE III ACCORDAI,ICE UITH APPLICABLE A5TI.I METHODS UNLEss OTHERW]SE I{OTED
SOI,IE II{FORI.IATIOII OF TEST REPORT HAY BE PROVID€D 8Y OTHERS
REMARKS:Sampl e taken from discharge of pump.
COPlE5: R.A. Nelson & Associates, Inc
Town of VaiI; Uestern I'lobile;
J V A, Inc.; Gwathmy Pratt Schultz Erian Scanlan BobbY J. llays
FIELD OBSERVER APPROVED BY
A5 n mutqll prot.ctton to clt.nts, th. prbllr.nd oursclv€s, rll r.port3 ar€ subhitt€d as thc confldlentlal eloelty.-1-..^,
cllents, and author".lrctlon for prrbllcatlon of .t.tsn€nts. ConclusJons or €xtrlcts from oi regrrdlhd our reborta 15 res€rv'q
pcndlng orr 11rttten aFprovrr. Sinprii'*iir l"-aiip"iti'ir ;rtii-iiiii.i ii'-iornpiit"a unle:s 5ther ;rranscments .gr.!d to
Itr r{rltino -
^i"memil;'E; thc ElE sroup of conP.nr.s Forn' t{o. cHEll3A 6/91
CHEN.NORTHERN, INC.
co sulrIl{G EllGIllEERs ANo SCI Etlri SlS
REPORT OF CONCRETE TEST CYLINDER DATA
A6 ! nutu.l pr.ot.ctlon to clt€nt., thc publlc.nd o!r3.lve!, .11 report5 lrc tubnltted.3 th€ co?|fldlcntldl proptrty of\
cllants, and ruthorlzatlon fof publlcatlon of state {.tt. _ conclsSlonr or .xtrrct3 fro|s ot- reglrdlno our reports l5 r'3'rved
;;;;i;;' "u;-;iaiin
'ipp."". r . altnpl.r wtll b. dtspos€d "r attlt-iii{ing ts iomfi-tca unless ither irrangenents asr"d to
in $ri t I ng.A';;;;.-;a th. !!! srouP of conpnnr!! Forrn No' c El13A 6/91
T0: tlECll EnterDrl ses J08 l{0. 4 178 93-3 DATE: 10-13-93
Attnr Eustaqui o Corti na
P.o. Box 3149 SHEET I oF I
VaiI, C0 81658-3149
PRoJECT: Liftside Buildlng, east of l,esthaven Dflve and lrestin Hotel , South Frontage Road Uest, Vail, Colo.
PLACEHET{T LOCATIOii: Low l,lal I between Grid Lines Y-2 and Elevator Shaft "C".
BATCH TICKET IIIFORI4AT IOII
TRUCK NO. I5O
TIME EATCHED: 4:17 Pll
TICKET f0. 0107s6
TII,iE ARRIVED:TIHE PLACEO:
SUPPLIER: llestern liobi le
tflx DESIGN lto. 44
4:30 PI{-CU.YD.L0A0/ACCUI'i: 7 /?r
FIETD TESTII{6 T I{FOR}|ATIOI{
TII'IE TEST TAKET{: 5:50 Pll
J()B SPECI F ICATIOI{S:
SLUMP: 2 l/2 il{.
SLUf'tP: l{ax.4 Iti.
SAI.IPIE TEI'IP:
AIR C0l{TEllT:3.51
AIR CONTEI'|T: X
65 .F AIR TEI'{P: 45 "F
YfT UNIT IJEIGHT: ---
UATER AODEO AT SITT 4 GAL.
CYLI I{DER ITIFORI{ATTOII
l{0. 0F CYLINDERS: 6 CYLINOER SIZE: 6"x 12" TIt'tE CYLIT{DERS CAST: 5:55 Pl'l IIHERE CAST: on-S i te
CUR I I{6 I t{FORMATIOII
lllITlAL CURE: 48 hours
OATE RECEIVEO AT LA6:
0n-Si te
10-15-93
FIELD ST0RAGE FACILITIES: Cure gox
BY: Frank Potvi n l'lltl/llAl
A6E
DAYS
OATE
TESTEO
IOTAL IOAO
(LBs )
t)IATETER
( Ir{cHES )
AREA
(sQ IN)
coflP. sTR.
(Psr )
TYPE OF
FRACTURE
CYL II'IDER
VE I GHT
(LBs )
CYTI DER
UI{IT YEIGHT
tPcF )
7
7
ao
28
28
28
l0-20-93
l0-20-93
I t-10-93
1l- 10-93
11-10-93
1l- 10-93
104 ,000
117 ,500
6.08
6.08
29.03
29.03
3580
4050
conlspli t
shear
DESIGII STREI{GIH 4OOO PSI @ 28 DAYS
IESTS BY LABORATORY PER5OI{I{EL ARE It{ ACCORDAI{CE VITH APPLICABLE ASTI.I I.{ETHODS UI{LESS OIHER{IsE I{OTEO
SOT,IE II{FOR},IATIOII OF TEST REPORT I,IAY BE PROVIOED 8Y OTHERS
REI{ARKS: Sanple taken frcn discharge of punp.
COPIES: R.A. l,lel son & Associates, Inc
Town of Vail; Yestern ilobile;
J V A, lnc.; Gvratlmey Pratt Schultz Brian Scanlan Bobby J. HaYs
FIELD OBSERVER APPROVED BY
CHEN.NOBTHERN, INC.
COIISULTING EI{GINEERS AIID sCI EI{T TSTS
REPORT OF CONCRETE TEST CYLINDER DATA
A.,. nutu.l protcctlon to cllcnt6, th. publlc and our..lv.3, !ll r.port3 .r. 3ubi{tted As th. confldl€ntl!1 proFcrty ot
cl1€nt3, and ruthorlratlon for Dubllc.tloh of stat€mants, ConcluBlons or €xtrrrcti frofi or. r.g.rdtng our raporti l3 r€sarvad
p.hding our r.rltt.n rpFroval. SenFl.B wltl be dlspoacd ot aft.r t.rtlng is co{tpl.t6d uhle53 othlr tFranEen€nir rgr€.c to
ln wrl ti no.
T0; l{E0ll Enterprise$ JOB l{0. 4 178 93-3 OATE: 9-29-93
Attn: Eustaouio Corti na
P.0. Box 3149 SHEET I 0F 1Vaii, C0 81658-3149
PR0JECT: Liftside Buildlng, east of yesthaven Drive and l{estin Hotel , South Frontage Road l/est, Vall, Colo.
PLACETIENT L0CATI0I|: Lines 23 thru 26, J thru L. Up to Elevation 85'.
EATCH TICKET Il{F0RtlATIO}l SUPPLIER: tJestert ilobile
TRUCK ilo. 177 TICKET l'10. 010265 llIX DE5I6rl li0. 44
TillE BATEHED: 2:45 Pt'l TIl.lE ARRIVED: 3:15 PM TIl,lE PLACED: 3:25 Pll CU. Y0. L0AD/ACCUI'I: 7137
F]ELD TEST I 116 II{FORI.IATION
TIME TEST TAKEI{: 3:30 PM
JOB SPECIFICATIOI{S;
SLUI,IP: 4
SLUI'IP: Max.4
IN.
I t{.
SAI,IPLE TEMP:
AIR C0l{TEl{T:4.01
AIR COI{TEi{T: 4-81
69 'F AIR TEI|P: 70 "F
lrET UNIT TJEIGHT: 142.0
},ATER ADDEO AT SITE O GAL.
CYL I IIDER IIIFORI,IAT IOII
ll0. 0F CYIII{O€RS: 6 CYLI}IDER SIZE: 6"x 12" TlnE CYTIilD€RS CAST: 3:35 Ptt IJHERI CAST: On-Site
CURI I{G I I{FORI.IAT I OI{
ItIITIAL CURE: 48 hours on-Site
DATE RECEIVED AT LAB: 10-1-93
FIEI0 STORAGE FACILITIES: Cure Blanket
BY: ---r'r r N/r,rAx
A6E
DAYS
DATE
TESTEO
TOTAL LOAD
(t8s )
D I AI.IETER
( Il{cHts)
AREA
(sQ r{)
c0l.1P.5TR.
(Ps r )
TYPE ()F
FRACTURE
CYLII{DER
VEIGHT
( LBS)
CYLiIIOER
UNIT IJE IGHT
(PCF)
7
7
28
?8
?8
?8
l0-6-93
10-6-93
10-27-93
t0-27-93
10-27-93
10-?7-93
100,000
105,000
13i ,500
135, 000
139,500
138.000
6.00
5.99
5. v3
5.99
5.99
28.09
28.27
28. 18
27 .81
e8. 18
28. l8
Sfou
3710
4880
4860
4950
4-o 00
shear
snear
con/shear
con,/shear
shear
shear
DESIGN STRENGTH 4OOO "B"PSI @ 28 DAYS
TESTS BY LABORATORY PERSOIIIIEL ARE IN ACCORDAT{CE
SOI,IE I I{FORI.IAT I OI{ OF TEST REPORT
t,ITH APPLICABLE ASTI'I I'IETTIODS UIILESS OTHER!'ISE IIOTED
}IAY 8E PROVIDED 8Y OTHERS
REMARKS :
CoPIES: R.A. lielson & Associates, Inc.;
Torvn of Vail; llestern l{oblle;
J V A, Inc.; Gwathrcy Pratt Schultz;Brian Scanl an
FI ELD ]OSSERVER
Bobby J. Hays
APPROVED SY
ln wrl ti no.
A h;;:i-;i th€ !!! groirp of conp.nt.s Forfl No. c$8113A 6/91
,
tli,li u , hr]l{-,r.,"
130
125
124
115
ILo&
I
tsoz
uJo
Eo
110
105
100
95
85
80
10 15 zo 25
PERCENT OF
30
DRY WEIGHTMOISTURE CONTENT
AtR VOID CUiVEt
SPECTFtC
GR AVITY
SPEC IFIC
GRAVITY
SPECtFTC
GRAVITY
2.80
2.7 0
2.60
LocArloN r LIFTSIDE MOISTURE-DENSITY
RELATIONSHIPSSample No. 2
SOIL DESCRIPTION :Sandy Gravelly Clay Chen-Northern, lnc.
MAX. DRy DENS'TY : 121.8 pCr OpT. MOtSr. CONTENT : 11.5 %PRocEouRE: ASTM D69B-91 Method B
LIOUID LIMTT :?9 PLASTICITY INDEX : 6 JoB No., 4 178 93-3 FIG. NO.
IGRAVEL : 23 % SANO: 33 % SILT AND CLAY [-200): 44%DArE: flctober 14, 1993
' Chen€Nonhern.lnc
REPORT OF EXCAVATION OBSERVATION
,s A ||nurl pisrEgrEr ro cuxrt rH€ pui,-t Alo q4!+tq ,Ja-!g!!qs raf slrEarTr!
^s
r}f cstDa}.tli! FR(t|frfl c'F q'n cr-O{I3 rIO |-rrton2^to'
ryr. d. sralEro{ni. coq,r.xr.r qr eflRrcrs rfio.r o(r REqriDrio cpr nfP6fr-s-Eifr -pdi&ra rin rrfrr ffi.r JFi.(s frr ii oem cf, lflr tE l}€ 5
iirirrno irars! itnd t|ir*rrDarl ,i€ rotllrD rD D' hitrlrxr
C6.t .r,{.{ Enghdr .rd sd-rd.t
To: MECM EnterPrisesAttn: Eustaquio Cortina
P.0. Box 3149Vail, C0 81658-3149
JoB No.4 178 93-3 orre 10-21-93
DAILY REPORT NO. 15 SHEET 1 OF 2
il{volcE No.
Footing for Elevator A-2
TJATERTATS E€OSEO tN BASE(S) OF EKCAVATION(S):
Contractor excavated to vJeathered rocl<.
REL|ARKS: Contractor overexcavated t16 inches for less weathered rock t0 bear on.
\IEREAL COMMUNICA]]ON WII}I CONTRAC.fOR, ENGINEER, ARCHIECT, OIYNER:
David Schreiner was advised of observation.
Brian Scanlan Fred R. Cameron
RE.D OSSERI/€R APPRO/ED F/
CoPlEs: R-A. Nelson & Associates, Inc-;
J V A, INC.; Gvrathmey Pratt Schultz;
Town of VaiI;
^
m-'.- c r'.lHtffl*-. .. ...44!.-
CHEN.NORTHERN, INC.
collsuLT I llc E]{GIEERS A D SCIE}lTlSTS
HEPORT OF CONSTRUCTION ACTIVITIES
T0: llECl,l Entenprises JOB ilO. 4 178 93-3 DATE: 10-21-93
Attn: €ustaquio Corti na
P.0, Box 3149Vail, C0 81658-3149 DAILY REP0RT N0. 15 SHTET 2 0F 2
PRoJECT: Liftside Building east of testhaven Drive and l{esti n flotel, South Frontage Road Uest, Vail, Colorado.
I/EATHER COIIDITIOIIS AI{D TEI.IPERATURE
COTTRACTOR'S COilSTRUCTIOII ACTIVITIES
PERSOI{NEL:
ilAJOR EOUIPilE T:
ACTIVITIES: Contractor poured footing at Elevator A-2. Contracton also poured wall at
Elevator Toter "C" to Elevation 84.3.
CHEiI-iIORTHERI{'S SITE ACTIVIT]ES
Ue observed the contractor placing concrete. lle sampl ed concrete and tested for slunp' air
content, temperature and unlt weight. lJe also cast trro sets of six cylinders.
VERBAL COI,It'IUilICATIOII UITH COI{TRACTOR, EIIG]I{EER, ARCHITECT, OTI}IER
CoPIES: R.A. llel son & Associates, Inc.
J V A, Inc.; Gwatln|ey Pratt Schultz Torn of Vai I ; I
I
Erian ScanJan
FIELD OESERVER
Fred R. Cameron
APPROVED 8Y
A! r nutuil prot.ct{on to cltrrt!r thc Fubllc rDd oor^s.lvoi,-.lI r€ports .t'e subnrltlcd .3--th. confld.ntl.l pnoperty ol our cll'nts' lnd
authorizrtton tor publicrttor or:tatdncnt. corclurtoni or .xtr.;t3 frottr;i- r.gr.rd I n9 our rcports ts rcscrvcd ieritng our^ rerltten approvll '
srmples wilt b. df3posed or artri-iii'fiiii-t s i".pt"t.a unlic: ottrer rrrengonint* ar. rgr..d to tn wrltln9'
A'neDber of tlr. !f! group of cor'rp.nJ.t
CHEN.NORTHERN, INC.
co sulT I [G E[cll|EEftS lr{D SclElrl$s
REPORT OF CONSTRUCTION ACTIVITIES
T0: MECI'I Enterprises JOB ll0. 4 178 93-3 DATE: 10-22-93Attn: Eustaquio Cortina
P.0. Box 3149Vail, C0 81658-3149 DAILY REP0RT ll0. 16 SHIET 1 0F r
PROJECT: Liftstde Building east of l{esthaven Drive and lJestin Hotel , South Frontage Road llest, VaiI, Colorado.
i.IEATHER COIIDITIO},IS AI{D TEIIPERATURE
COIITRACTOR'S COilSIRUCTIOil ACTIVITIES
PERSOtlllEL: llestern l{obi I e
IIAJOR EQUIP}IEIIT:
ACTIVITIES: Fourteen cubic yard concrete pour,
CHEII-NORTHER 'S SITE ACTIVITIES
Six cyl i nders cast.
VERBAL COI,ITIUI{ICATIOII UITH COI{TRACTOR, E1{6I]{EER, ARCHITECT, OI{I{ER
COPItS: R.A. |lelson & Assoclates, Inc.;
J V A, Inc.; Gwathiey Pratt Schultz;Town of Vai 1 ; I
I
Sandi R. Cody
F]ELD OBSERVER
Fned R. Caneron
APPROVED BY
As a hutual protactlon to cllGnti, th. publlc.nd ours.lvat, .ll rcFort3 ar€ subnltted aa th. conftdsntlrl property ot ou-r.cllaht3, lnd
6uthori2!tlo; for publlcatlon of rtat.N.;t, Conclu3lohs or oitractr iro|D or r.grrdin9 our reForts l3 rss.rved irndlng our rrrltt€t approval.
Sanplar wlll b. dlrposed ot.lt.r te3tlhg ls compl.t€d unl63i oth.r .rr.ngd..nti !fu.gr.cd to ln iritlng.
A m.t|'ber of th. !ll! group .t conp.nl.s
CHEN.NORTHERN, INC.
CO]{SULT]I{G ENGIHEERS AI{D SCIETITI STS
REPORT OF CONCRETE TEST CYLINDER DATA
o
T0: l,lECtl Enterpri ses JOB l{0. 4 178 93-3 DATE: 10-4-93
Attn: Eustaquio Corti na
P.0. Box 3149 SH€ET I 0F 1Vail, C0 81658-3149
PROJECT: Liftside Building, east of l{esthaven Drive and llestin }lotel , South Frontage Road Uest, Vail, Colo.
PLACEI.IEl{T LOCATIOI{ :Foundation llall; Lines Q thru Z.
BATCH TICKET illF0RllATIOt{ SUPPLIER: llestern l.lobi le
TRUCK lr0. 151 TICKET N0. 0486 r,rIX DESIG}| l{0. 44
TIIIE BATCHED: 1:35 PM TII'IE ARRIVED: 2:05 Pl{ TIIIE PLACED: ?:30 P}i-CU. YD. L0AD/ACCU|i1: 28
FIELD TESr1il6 II{FORHATI0]{ SA}'IPLE TEIIP: 7r "F AIR TEI'IP: 70 oF
TIIIE TEST TAKEII: 2:20 Pl,l SLUIIP: 31/2 I1{. AIR C0t'lTE}lT: 5.51 1JET UNIT ITIEIGHT:
J08 SPECI F ICATIOI{S: SLUI'IP: Ill. AIR C0I'ITENT: X UATER ADDED AT SITE -- GAL.
CYLI I{DER I]{FORI.{ATIOII
t{0. 0F CYLII{OERS: 6 CYLIIIDER SIZE: 6"x 12" TIME CYLIi{DERS CAST: 2:30 Pli.| ttHERE CAST: 0n-Site
CURING I NFORI{ATIOl{
I|{ITIAL CURE: 48 hours
DATE RECEIVEO AT LA8:
0n-Sl te
l0-6-93
FIELO STORAGE FACILITIES: Hot Box
BY: Carolyn Adams HII{/llAx
ACE
DAYS
DATE
TESTED
TOTAL LOAD
(LBs )
DIAI.IETER
( TNCHES)
AREA
(sq ril)
coHP. sTR .
(Ps r )
TYPE OF
FRACTURE
CYLINDER
VEI6HT
(LBS )
CYLII{OER
UNIT VEIGHT
(PCF)
7
28
28
28
z8
l0 - 11- 93
10- t 1-93
.ll-r-YJ
11- 1-93
11-l-93
rl-t -vJ
105,500
114,000
130,500
140,500
122,000
147.000
6.06
5.08
6.08
6.09
6. 10
6.07
28.84
29. 03
29.03
29.73
29.22
28.94
3660
3930
4490
4820
417 0
5080
shear
snear
con/shear
con/spl i t
con/ shear
con/spl i t
DESIGI{ STRE}IGTH 4000 PsI e 28 DAYS
TESTS BY LABORATORY PERSOI{IIEL ARE II{ ACCORDAI{CE IIITH APPTICABLE ASTH I.IETHOOS UI{LESS OTHERIdISE ilOTED
SOI,IE II{FORI,IATIOI{ OF TEST REPORT I,IAY 8E PROVIDED BY OTHERS
REMARKS:
COPIES: R,A. l{elson & Associates, Inc.;
Town of Vail; tlestern ll,obilei
J V A, Inc.; Gwattmey Pratt Schultz;Dan l,lei I I Bobby J. Hays
FIELD OBSERVER APPROVEO 8Y
As a notual protcctlon to c'll.nts, th€ Publlccl'lents, and .sthorlratfon foi pobllcrtlon ofpcndlng our rrlttcn appr^ov.l. Samplaa rlll baln wrl t lng.
A member of the HIH group of coriprnla3
and oursslvor, .ll r.portr ara .ubfilttcd rs thc confidlentlrl proPcrty ot
lt.tan€ntr. Concluslons or Gxtrtct3 from or ragardlng our rePorts l5 ra3arvad
dlspo3.d ot rftai te3tlng i3 cofiqrl.ted unlGss othar arrlngfrtcntt rg.rad to
Forti flo. Cl'l€113A 6/91
CHEN.NORTHERN, INC.
COI{SULTING E]{GI I{EERS AI{O SCIENTISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As r nutqrl protcctlon to cllant3, the publlc lnd our3rlveir all rcpoits ar..rbrltted.5 thr confldl.ntlll Prop.ity of
cllant3, rnd ruthorlzatlon toa publlcatlol| 0f stat'atrant3. Concluilon3 or cxtract3 frofi or rcgrrdlng our ieports l3 raterv€d
pand{ng our wrltt.n .pFrovrl. 36npl6s wlll bc dl3porad ot aftcr't.rtlng lE conplatad qhlcss oth€r.iiange$ents .gr^.ed to
'lh wrltlng.
A m.hb.r ;f the !I! group of co$Frnl.3 Foflr o' CilEtl3A 6/91
T0: HECII Enterprlses JoB ll0. 4 178 93-3 DATE: 10-5-93
Attn: Eustaqulo Corti na
P.0. Box 3149 SHEET I 0F 4
VaiI, C0 81658-3149
PROJECT: Liftside Euilding, east of llesthaven Drive and llestin Hotel , South Frontage Road tJest, Vail, Colo.
PLACEI,iENT LOCATIO]{: Foundation Ua] ls; Lines 25 to 3l and C thru P.
BATCH TICKET Ii{F0RMATI0I{ SUPPLIER: tJestern l'lobi I e
TRUCK lt0. 151 TICKET t{0. 0511 l.llx DEsIGli l{0. 44
TIME EATCHED: 7:57 Ail TIl,lE ARRIVED: 8:15 Alt TII'iE PLACED: 8:20 AH-CU. YD. L0AO/ACCUI{: l4
FIELD TESTII{G I IIFOf,I'IATI Ol{
TII'IE TEST TAKEI{: 8:30 A}l
JOB SPECiFICATIO S:
SLUI.IP
SLUI'IP
6 l/2 It{.
It{ '
SA}IPLE TEI'IP:
AIR C0t'lTEl{T: 4.51
AIR C0t{TEtlT: A
62 "F AIR TEI.IP: 60 "F
1JET UI{IT VEIGHT:
UATER ADDED AT SITE 12 GAL.
CYL II{DER I]IFORIIAT IOtI
N0. 0F CYLITIDERS: 6 CYLINDER SIZE: 6"x 12" TIIIE CYLIT{DERS CAST: 8:45 Atl IIHERE CAST: 0n-5lte
cURIt'{G I t{F0Rl'lAT Iotl
iIIITIAL CURE: 24 hours on-Slte
DATE RECEIVED AT LAB: 10-6-93
FIELD ST0RAOE FACILITiES: Cure Blanket
BY: Bobby J. Hays llll{/HAX
AGE
DAYS
DATE
TESTED
TOTAL LOAD
(L8s)
DIAI'IETER
( r NCHES )
AREA
(sQ It{)
coilP . sTR.
(PS1)
TYPE OF
FRACTURE
CYLII{DER
I{E IGHT
(LBs)
CYL ]IIDER
UNIT l,,EtGHT
(PcF)
7A
7A
28A
?84
28A
28A
l0-12-93
l0-12-93
ll-z-lJ
11-2-93
I I -2-93
l1-2-93
98,500
95,000
119 ,000
126,000
128,000
120.500
5.98
6.00
6.00
6.01
6.00
6.01
28.09
28.?7
28.27
28.37
28.27
28.37
3510
3360
4 2I0
4440
4530
4250
shear
snear
con/shear
shea r
con/shear
shear
OESIGI{ STREI{GTH 4OOO PSI @ 28 DAYS
TESTS BY LABORATORY PERSONflEL ARE IN ACCORDAI{CE IJITH APPLICABLE ASTI'I I.IETHODS UIILE5S OTHERII]SI IIOTED
SOI.IE II{FORI,IATIOI{ OF TE5T REPORT I,IAY BE PROVIDED BY OTHERS
REIIIARKS:
COPIES: R.A. l{elson & Associates, Inc
Town of Vai l ; tlestern l,lobi le;
J V A, Inc.; Gwattmey Pratt Schultz Dan l{eill Eobby J. Hays
FIELO OESERVER APPROVED 8Y
CHEN.NORTHERN, INC.
COI{SULTIIIG E]IGI I{EERS AI{D SCIEiITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
At a mgtu.l protactlon to cll.nts, thc publlc.nd our5.Iv.s, .ll r..port3 rre ruboltt.d.s th. confldi€ntlal piop.r'ty of
cllcnt3, rnd authorlzation fot" Fubllcatlon of statsr€ntr. Concluslon3 or axtrsctt lrom or r€grrdlng our raPort3 l3 F€Eerv€d
pandlng our wflltt.r .pFrov.l . S.npl.i wlll b. dlspos.d of rfter t.rtlng li complGted unl.3s oth.r rrr.ngdn€nt3 aErced to
In rJrl tl n9,
A nlcn|b.r of thc E!! group of cohprnle3 For1n No. cl,lErl3A 6/91
T0: l.lECl,l
Attn:
P.0.
VaiI,
PROJECT:
Enterpri ses
Eustaquio Corti na
8ox 3i49
c0 81658-3149
Li ftsi de Bui l di ng,
JOB N0.178 93-3 DAIE: 10-5-93
SHEET 2 OF 4
Frontage Road Uest, Vail, Colo.of l{esthaven 0rive and trestin Hotel , South
PLACEI.IEI{T L0CATI0I{: Foundation Vallsi 6rid Lines 25 to 31 and C thru P.
BATCH TICKET I1{F0Ri|ATI0},1 SUPPLIER: lfestern llobl]e
TRUCK ilo. 104 TICKET 10. 0522 r,rIX DESr6l{ ilo. 44
TillE BATCHED: l0:09 Al,l TII'|E ARRIVED: 10:40 All TIiIE PLACED:10:45 AH-CU. YD. LOAD/ACCUH: 63
FIELD TESTII{6 II{FORiIATIOI{ SA}IPLE TEiIP: 67 OF AIR TEI.IP: 65 "F
TIl,lE TEST TAKET{: 10:55 All SLtllP: 3 3/4 ltl. AIR C0NTENT: 5.4X l{ET UI{IT TJEIGHT:
JOB SPECIFICATIOiIS: SLWP: Il{. AIR C0i{TENT: fl ITATER AODED AT SITE 0 6AL.
CYL I NOER I]{FoRl,lATIotl
1{0. 0F CYtlll0ERS; 6 CYIIIIDER SIZE: 6"x 12" TII'IE CYLII{DERS CAST: 11:10 AM IJHERE CAST: On-Site
cuRIl{6 I]tF0Rl.{ATlot{
II{ITIAL CURE: 24 hours 0n-Site
0ATE RECEIVED AT LAB: 10-6-93
FIELD STORAGE FACILITIES: Cure Blanket
BY; Eobby J. Hays lll l{/l'lAx
AGE
DAYS
DATE
TESTED
TOTAL LOAD
(LBs)
DIAI'IETER
( r l{cHEs )
AREA
(sQ rN)
c0t4P. sTR.
(PSr )
TYPE OF
FRACTURE
CYt IIIDER
1.'E]GHT
(tBs )
CYL T I.IDER
UI{IT lIEi6HT
(PcF)
to
1B
288
288
?88
288
l0- 12-93
10- iz-93
11-2-93
ll-2-93
1i-2-93
1l-2-93
8l ,500
94,000
t17 ,500
11S,500
t22,500
120.500
6.08
6.09
6.08
6.07
6. 09
6.09
29.03
29.13
29 .03
28.94
29. 13
29.13
2810
3230
4050
4090
4210
4140
snear
snear
snear
shear
con/sheat
con/shear
DESI6]{ STREI{GTH 4()O(} PSI @ 28 DAYS
TESTS BY LABORATORY PERSOI{IIEL ARE III ACCORDAI{CE IIITH APPLICABLE ASTI,I I4ETHODS UNLESS OTHTRI'ISE }IOTTD
SOI'IE II{FORI,IATIOII OF TEST REPORT I,IAY BE PROVIDED 8Y OTHTRS
REI.IARKS:
C()PIES: R.A. t{el son & Associates, Inc
Town of Vai I; Uestern l,lobi I e;
J V A, Inc.; Glratlmey Pratt Schultz Dan f{ei I I Eobby J. Hays
FIELO OE5ERVER APPROVED BY
CHEN.NORTHERN, INC.
COIISUTTI I{G TTIGIIIEERS AI{D SCIEIITI5TS
REPORT OF CONCRETE TEST CYLINDER DATA
Ar a mutu.l prot.Ctlon to cll.nt3, th. publlc dnd our3.lv€s, all r6port5 !r.3ut'mlttcd.E thc confldl.ntlal prop.rty of
cllrnti, .nd authorl..tlon for Fubllc.t{on of 3trtemnnts. Conclu3lors or.xtrrct3 fro.r 9r raElrdlng our rcport3 ls r'G36rved
p.ndlng o{r Hrltt.n dpprov!1. Slmplas Hlll be d{spos.d of lftcr tastlng ls compl.t.d unlcaa oth.r .rrrngemcnts lgr€cd to
ln r.rltlng.
A ;;6a; ;i thG !!!l sroup of corp.nl.s Form No. ctl€tl3A 6/91
T0: IIECM Enterpri ses JOB ll0. 4 178 93-3 DATE: 10-5-93
Attn: Eustaquio Corti na
P.0. 8ox 3149 SHTET 3 0F 4
Vail, C0 81658-3149
PR0JECT: Liftside Building, east of tlesthaven Drive and Uestln Hotel , South Frontage Road l{est, Vail, Colo.
PLACEI.IEI{T LoCATt0ll: Foundation tlalls; Lines 25 to 3l and C thru P.
BATCH TTCKET IttF0RtlATI0tl SUPPLIEf;: llestern l'lobile
TRUCK l{0. 15i TICKTT ilo. 0534 }lIX DESIGI{ lio. 44
Til{E EATCHEO: 12:36 fll TI}IE ARRIVED: 1:00 Pt{ TIHE PLACEO: l:10 Pl'l-CU. YD. L0AD/ACCUI'I: r05
FIELD TESTII{G I]{F0RilAfIoH SAI'IPLE TEI'IP: 7t "F AIR TEIIP I 68 "F
TIHE TEST TAKEI{: lr20 PH SLUIIP: 4 lt{. AIR COI{TENI: 5'21 tlET UIIIT UEIGHT:
JOB SPECIFICATIoTIS: SLUI'IP: tN. AIR C0NTE T: I UATER A0DED AT SITE -- GAL.
CYL IIIDER II{FORHATIOI{
N0. 0F CYLIIIDERS: 6 CYLINDER SIZE: 6"x 12' TIiIE CYLII{DERS CAST: l:30 P}l IIHERE CAST: on-Site
cuRiil6 Il{F0Rl'lATl0ll
IilITIAL CURE: 24 hours
OATE RECEIVEO AT LAB:
0n-Site
10-6-93
FIELD SToRAGE FACILITIES: Cure Blanket
BY: Bobby J. Hays tllt{/l'lAx
AGE
OAYS
DATE
TESTEO
TOTAL LOAD
(LBS)
D I AI.IETER
( IilCHES )
AREA
(sQ It{)
coilP. sIR.
(PSI )
TYPE OF
FRACTURE
cYtur0ER
t.,E I6HT
(L8s )
CYt I iIDER
Ut{II l',El6HT
(PcF )
7C
7C
28C
zgc
28C
28C
10-12-93
10- 1?-93
11-2-93
l1-2-93
1I-2-93
I L-'-JJ
t03,000
102,000
132,500
133,000
140,000
142.000
5.04
6. 01
6. 00
6 .04
6.01
o-va
28.65
28.37
28.27
a8.65
28.31
?8.46
3590
3600
4690
4640
4940
4990
shear
snear
con/shear
con/shear
con/shear
con/shear
DESIGI{ STREI{GTH 4OOO PSI @ 28 DAYS
TESTS BY LABORATORY PERSOT{I{EL ARE Til ACCORDAI{CE IIITH APPL]CABLE ASTI'I METHODS UIILESS OTHTR!,ISE ilOTED
SOTIE IIIFORI,IATIOIi OF TEST REPORT IiAY BE PROVIDED 8Y OTHERS
REiIARKS:
COPIES: R.A. ?{elson & Associates, Inc
Town of Vai l : tlestern llobi l e;
J V A, Inc.; Gwathney Pratt Sohultz Dan l{eill Bobby J. HaYs
FIELD OESERVER APPROVED 8Y
CHEN.NORTHERN, INC.
COTISULTI }16 EIIGIilEERS AI{D SCIEI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
43. mutull protcctlor to cll€nt3, th. psblic.nd ouraalv.s. rll rtport3 ar. subrlttGd rs th. confldlcntl.l proptl ty of
cli.nts, .nd authorl:atlon for publlcatlon of 3trtdr.nts. Conclu3lons a. €xtract3 fron or regardlng our rcPort3 ls rarcrved
p.ndlng our |{llttan apFrov.l. S.nplar Hlll be dlsposad ot rftcr t.stl'|g It compl.tad unlc.t oth.r rrrangem€nts.gr€aq to
in r,ritlnq.
A r;mi;;-';+ th. !!! grouF ot comprnl.! Forft to. cllEll3A 6/91
T0: l,lECl,l Enterprises JOB t{0. 4 178 93-3 OATE: 10-5-93
Attn: Eustaquio Corti na
P.0. Box 3149 SHEET 4 0F 4
Vail, C0 81658-3149
PROJECT: Liftside Building, east of lJesthaven Ofive and l'lestin Hotel , South Frortage Road trlest, Vail, Colo.
PLACEIIEIIT L0CATIOii: Foundation Ualls; Lines 25 to 3l and C thru P.
BATCH TICKET I i{FOR}|AT l0ll SUPPLIER: Uestern }lobile
TRUCK [0. 97 TICKET f{0. 0552 llIX 0Esl6l{ l{0. 44
TIl,lE BATCHED: 3:17 P[{ TIHE ARRIVED: 3:30 Pl{ TIME PLACED: 3:40 PI{-CU. YD. L0AD/ACCUI'I: 154
FIELD TESTIflG INFORI,|ATIOI{ SA}IPLE TEitP: 73 "F AiR TEHP: 70 "F
TIiIE TEST TAKET{: 3:50 Pl'l SLUl,lP: 5 ltl. AIR CONTEIIT: 5.7X trET UNIT UEIGHT: ---
J08 SPECIF ICATIoIIS: SLUIIP: Ill. AIR C0NTEI{T: % UATER AD0E0 AT SITE --- GAL.
cYLlr.lDER lfl FoRr'rATl0r{
1{0. 0F CYLIT{DERS: 6 CYLII{DER SIZE: 6"x 12" Til.lE CYLIT{DERS CAST: 4:00 Pl{ TJHERE CAST: on-Slte
CUR I IIG I]{FORI.IAT IOl{
ItIITIAL CURE: 24 hours 0n-Site
DATE RECEIVED AT LA8: 10-6-93
FIELD STORAGE FACILITIES: Cure Blanket
BY: Bobby J. Hays lll tl/1.{AX
AUE
DAYS
DATE
TESTED
TOTAL L(IAD
(LBs)
D I AI.IETER
( r r{cHrs )
AREA
(sQ rr{)
coilP . sTR.
tPsr )
TYPE OF
FRACTURE
CYt I IlDER
lJEIGHT
(L8s)
CYI I]{DER
U}IIT lIEIGHT
(PCF)
7D
7D
280
280
u8D
28D
10-l?-93
10- l?-93
1l-2-93
11-2-93
l1-2-93
I I -2-93
87,500
101,000
120,000
121 ,000
128,000
125.000
6.00
5.98
6.08
6.05
6.00
5.99
28.27
28.09
29.03
?8.75
28.27
28.18
309 0
3600
4130
4?10
453 0
4440
snear
shear
con,/ shear
con/shear
con/shear
con/shear
DESIGII STREI{GTH 4000 Pst @ 28 DAYS
TESTS BY LABoRAToRY PtRS0llt{EL ARE I[ ACCoRDAI{CE ll]TH APPLICABLE ASTl'l }IETH0DS UIILESS 0THERUISE I{0TED
SOI'IE IIIFORI.IATIOI{ OF TEST REPORT I'IAY BE PROVIDED BY OTHERS
R EI,IARKS :
CoPIES: R.A. l{e'l$on & Assoclates, Inc
Town of Vail; llestern l{oblle;
J V A, Inc.; GtYatlmey Pratt Schultz Dan l{eill BobbY J. HaYs
FIELD OBSERVER APPROVEO BY
CHEN.NORTHERN, INC.
c0IsuLTlil6 E]{GIt'tEERS A 0 SCIE TT STS
REPORT OF CONCHETE TEST CYLINDER DATA
A5. muturl prot.ctlor to cIl€nt3, tha p'rbllc and ourrrlves, .ll rcport3 !r. iubmittcd !r th. confldl€ntlsl pr.paFty of
cllcnts' and ruthorltatlo|t lor publlc.tion of stltementr. Conclurions or artrlctt froh or regrrdlng our reportr ls rorcrved
PeadlnE our wrlttcrl rpFrov.l. S.mpl€6 wlll bG dlspoBcd of rftrr tcatlng is complat.d unless oth.r irrangcmentr !gr.€d toln v.rltlh9.A n n|ber of th. UI! group ol comtrole3 Forfl tto. Cl.,tEll3A 6/9r
T0: I'lECll Enterprises JOB tlO. 4 178 93-3 OATE: 10-21-93Attn: Eustaquio Cortina
P.0. Box 3149 SHEET I 0F 2Vail, C0 81658-3149
PR0JECT: Liftside Euilding, east of l{esthaven orive and l,testi n Hotel , South Frontage Road l{est, Vail, Colo.
PLACEI,IEI{T LOCATI0I{: Elevator Tower "C" 0 - 2' of Dour
EATCH TICKET Il{FoRllATI0t{ SUPPLIER: l,restern ilobi le
TRUCK flo. 1t7 TTCKET X0. 0r 0960 ilIX DEsiGl{ t{0. 44
TItfE EATCHE0: 14.01 TIIIE ARRIVED: 14:15 TIIiE PLACED: l4:46 CU. YD. LOAD/ACCW: Tlzg
FIELD TESTIIIG IilFORI.IATIOII
TIi{E TEST TAKE : 14:50
JOB SPECIFICATI OI{S:
SLUllP: 3.25
SLUIIP: 4
IN.
I ll . l,lax
SAI,IPLE TEI.IP:
AIR C0IITEHT: 4.51
AIR C0t{TEl{T: %
67 OF AIR TEI.,IP: 65 "F
IJET Ui{IT IIEIGHT: 4?.77
VATER ADDED AT SITE 6 GAL.
CYLII{OER ]I{FORI'IATIOI{
tl0. 0F CYLINDERS: 6 CYLII{DER SIZE: 6"x lZ" TIIiE CYLIIIDERS CAST: 14:55 TJHERE CA$T: On-Slte
CIlRl I{G I IIFORI.TATI ON
IIIITIAL CURE: ?4 hours 0n-Site
DATE RECEIVED AT LAB: 10-22-93
FIELD SToRAGE FACILITIES: Cure blanket8Y: 8. S.HIfl/r,rAX
AGE
DAYS
DATE
TESTED
TOTAL LOAD
(LBs)
D IAI.'IETER
( tNOHES)
AREA
(sQ Ifl)
Col.lP . STR.
(Psr)
TYPE OF
FRACTURE
CYLIilDER
IIE IGHT
(LBS )
CYL I]{OER
UI{IT t{EIGHl
{ PcF)
7A
284
284
28AH
28ah
l0-28-93
l0-28-93
l1-18-93
1t -18-93
I l-18-93
1t-18-93
117,500
110, 500
5. 07
o. u/
28.94
28.94
4060
3820
snear
shear
DESIGII STRE}IGTH 4OOO PSI O 28 DAYS
TESTS 8Y LABORATORY PERSOI{I{EL ARE II{ ACCORDAI'ICE U]TH APPLICABLE ASTI.I I,IETHOOS UI{LESS OTHERI'ISE I{OTED
SOI,IE I I{ FORI.IAT I OII OF TEST REPORT I.IAY 8E PROVIDED BY OTHERS
REI,IARKS:
COPIES: R,A. liel son & Associates, Inc
Town of Vail; Uestern l,lobile;
J V A, Inc.; Gwathney Pratt Schul tz B. Scanlon Sobby J. Hays
FIELD OBSERVER APPROVED 8Y
CHEN.NORTHERN, INC.
COI{SULTING EIIGI
'{EERS
AiID SCIE}ITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
A5 ! mutu.l prot.ctlon to cllcntr, th. publlc.nd our3.lver, rll r.porti ai. sutirltt€d as thc cor|fldl.ntlal proP€Fty of
cllents, and authorlrat,lon tor pubtlcltlon of 3tlten€rti. Conclusloni o|. extr.ct3 ft"om or ragardlng our rlPorts ls r.s.i'vod
p€ndlng our Hrlttan approv.l. SrltlPl.5 wlll ba dlEpos.d of aft€r tcstlnq 16 co|npl.ted unlc33 oth.r lr'|-ang.rt|€rts .grc.d to
in wrl t I ng.
A m.mb.r 6f thc EI! gFoup of codplnlet F6Hn No. CHEll3A 6/9I
T0: t'lE0t'l
Attn:
P .0.
Vai|,
PROJECT:
Enterpri ses
Eustaqui o Corti na
Box 3149
c0 81658-3149
Liftsi de Bui lding, east
J08 flo.4 178 93-3 DATE: 10-21-93
SHTET 2 OF 2
of tlesthaven Dri ve and l{esti n Hotel ,South Frontage Road Hest, Vall, Colo.
PLACEI,{ENT L0CATI0 : Elevator Touer "C"
BAICH TICKET I t{ F0Rl,lAT I0l{ SUPPLIER: }lestern ilobile
TRUCK l{0. 161 TICKET t{0. 0l 0966 r,ilX DESIG}I ilo. 44
TIME BATCHED: 15.14 TII'IE ARRIVED: 15:20 TIIIE PLACED: 16:05 CU. YD. L0AD/ACCUi|: 7156
FIELD TESTIIIG INF()RI.IATIOII
TIME TEST TAKEI{: 16:10
JOB SPECIF ICATIOTIS:
sLur,tP
SLUI,IP
4 I t{.4 I ll. lllax
SAMPLE TEI.IP:
AIR COi{TENT: 4.2I
AIR C0tlTEllT: I
67 "F AIR IEl,lP: 60 "F
llET UIIIT I{EIGHT: 42.70
I,IATER ADOEO AT SITE 7 6AL.
CYLII{DER I NFORI.'IAT I OII
N0. 0F CYLIIIDERS: 6 CYLII{DER SIZE: 6"x 12' TIl.lE CYLINDERS CAST: 16:15 I{HERE CAST: 0n-Site
CURI NG IIIFORI,IATIOII
IIIITIAL CURE; 24 hours
DATE RECEIVED AT LA8:
0n-S i te
10-2?-93
FIELD STORACE FACILITIES:BY: 8.5.
Cure blanket
iltt{/MAX
AGE
DAYS
DATE
TESTED
TOTAL LOAD
(LBs)
DIAMETER
( rl{cHEs }
AREA
(SQ IN)
COTIP. STR.
(PSI)
TYPE OF
FRACTURT
CYL II{OER
UEI6HT
(r8s)
CYLl'{OER
UIIIT YElGHT
(PcF)
7B
IE
288
288
28BH
288H
10-28-93
l0-28-93
1l - 18-93
1l-18-93
1l-I8-93
11- 18-93
117 ,000
116,500
6.05
6.09
28.75
29. 13
4070
4000
shear
shea r
DES I6tI STREI{GTH 4OOO PSI O 28 DAYS
TESTS BY LABORATORY PERSOI{I{EL ARE IN ACCOROAIICE IJ]TH APPLICABLE ASTM I.{ETHODS UI{LESS OTHERUISE I{OTED
SOI,IE I NFORI.,IAT I OI{ OF TEST REPORT HAY BE PROVIDED BY OTHERS
REIIARKS :
CoPIES: R.A. l{e]son & Assoclates, Inc.
Town of Vai I ; ll,estern l,lobi I e;
J V A, Inc.; Grvatlmey Pratt Schultz;B. Scanlon Eobby J. Hays
FIELO OESERVER APPROVED BY
CHEN.NORTHERN, INC.
COIISULTI116 Ti{GINEERS AND SCIEI{TI STS
REPORT OF CONCRETE TEST CYTINDER DATA
T0: MECII Enterpri ses JOB ll0. 4 178 93-3 OATE: 10-22-93
Attn: Eustaouio Corti na
P.0. Box 3149 SHEET I 0F I
Vai l, C0 81658-3149
PR0JECT: Liftside Building, east of |Jesthaven 0rive and tlestin Hotel , South Frontage Road llest, Vai'l , Colo.
PLACEMETIT L0CATIOI{: Elevator C Core l{all, Lines J through K,
Elev. 101'
BATCH TICKET I NFORI.IATI0I{ SUPPLIER: hrestern llobile
TRUCK r{0. 150 TICKTT fto. 010988 r{tx DESrGn ilo.
TIME BATCHED: !2t14 TIl,lE ARRIVEO: L?:?5 Tll,lE PLACED: 12:40 CU. YD. L0AD/ACCU|,|:
FIELD TESTIIIG Il{F0Rt'lATIOlt SAIIPLE TEl,lP: 'F AIR TEI{P:
TJIIE TEST TAKEI{: SLUI'IP; Ill. AIR CONTEiIT: I l,€T UIIIT TJEIGHT:
J08 SPEC IFICATI0IIS: SLUl,lP: 4 Ill. AIR C0llTEllT: 4.87 UATER ADOED AT SITE GAL.
CYL ] I{DER I IIFORI.IATIOII
t{0. 0F CYLII{DERS: 6 CYLIflDER SIZE: 5"x 12" TIl,tE CYLIT{DERS CAST: 12:45 IIHERE CAST: On-Site
CURING II{FORI,IATION
II{ITIAL CURE: 24 hours 0n-Site FIELD STORAGE FACILITIES:
DATE RECEIVED AT LAB: 10-25-93 BY: SRC lllt{/llAx
CYL IIIDER
UIIIT UEiGHT
(PcFl
DESIGII STRET{GTH 4OO PSI € 28 DAYS
TESTS BY LABoRAT0RY PERSolltiEL ARE IN ACCoRDAI{CE I,ITH APPLICABLE ASTII llETHooS UI{LESS oIHERITISE lloTEo
SOI.IE ] IIFORI,IAT I OI{ OF TEST REPORT I'IAY BE PROVIOEO 8Y OTHERS
RE}IARKS:
CYLIIIOER
I'E I6HT
(LBS)
col.tP . sTR.
(PSr)
DIAMETER
( IilCHES )
103 ,500
10r,s00
10-29-93
l0-29-93
I I -19-93
1l-19-93
11-19-94
I l-19-93
CoPIES: R.A. llel son & Associates, Inc.:
Town of Vail; llestern l{obile;
A3 ! nuturl protactlon to cll€ntB. th€ Publlccll€nts, and authorizatlon for publlc.tlon ofpondlng our wrlttcn rpprqvrl. srmplr3 valll b€
Jn writlng.
rnd oursalvca. all raports
rtatcm.nta, Conclqslonr or
dlsposcd of att€r t€3tlnt
are s,uhtrlttod a3 th. con{ldllntltl proPerty of
artruct3 from or rcgardlng oqr'r€Port3 lt Frtervedl3 conFlatad unles3 othcr rt"rlngamcnt3 agraad to
CHEN-NORTHERN, INC.
COI{SULTIT{G EI{GII{EERS AND SCI EI{T ISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As a muto6l prot.ction to cllrrti. thG publlc lnd oqrselvcsr !lt rcPorts .r. ilbll|lttad .3 the confldlsntlal prop.rty ot
clJents, .nd.uthorlz.tton for publlcatlon ot 3tatcments. Concluslon3 or €xtrrcts fFon oF reglrdlng our r.Ports {E r!3crv'd
pendlng our wrlttcn .pprov!]. S.hpl.3 wlll b..tlsposed of .ft€r ta3tlng is co.Ipletcd urlcs3 other rrr.ng$Eants tg.eed !o
ln writ{ng.a menrUer if th€ EI! sFoup of complnlci For'n No. cfE113A 6/91
T0: llE0ll Enterprises JOB t{0. 4 178 93-3 DATE: 10-27-93Attn: Eustaouio Corti na
P.0. Box 3149 SHEEI I 0F 1Vail, C0 81658-3149
PR0JECT: Liftside Suildlng, east of Uesthaven Drive and t{esti n Hotel , South Frontage Road }lest, Vall, golo.
PtACEl,lEt{T LOCATI0!|: Stair "C" to Elevation 95
BATCH TICKET Ii{F0RHATI0I{ SUPPLIER: t{estern lrlobi I e
TRUCK l{0. 161 TICKTT t{0. 010184 HIX DESIGil ilo. 44
TIIIE EATCHED: 9:10 All TIt'1€ ARRIVED: 9:20 AM TlllE PLACTD: 9:25 Al,l CU.YD.L0AD/ACCUII: 7
FIEL0 TESTII{G INF0RIIATIOI{ SAf{PLE TEIIP: -- 'F AIR TE}IP: 25 'F
TIHE TEST TAKET{: 9:55 Atl SLUIIP: 3 I . AIR C0t{TEt{T: 4.61 }JET UNIT UEIGHT:
JOB SPECIFICATI0I{S: SLU}|P:4" MM il{. AIR C0l{TEt{T: 6t2% !,ATER ADOED AT SITE 0 6AL.
CYLiI{DER I I{FORI'IAT IOI{
N0. 0F CYLIT{DERS: 6 CYLIIIDER SIZE: 6"x 12" TIME CYLIT{DERS CAST: 10:15 M UHERE CAST: 0n-Site
CURII{6 I I{FORI'IAT ION
IiIITIAL CURE: 24 hours 0n-Site FIELD SToRAGE FACILITIES:
DATE RECEIVED AT LAB: 8Y: lllt{/tlAx
A6E
DAY5
OATE
TESTED
TOTAL LOAD
(LBs)
DIAMETER
( INCHES)
AREA
(sQ rr{)
col{P.sTR.
(PSr )
TYPE OF
FRACTURE
CYLIHOER
UE IGHT
(LBS)
CYt II{DER
UI{IT UEIGTIT
(PcF)
7
7
28
t6
H
it
l1-3 -93
li-3-93
l1-24-93
l1-24-93
l1-24-93
l1-24-93
121 ,000
109,500
6.03
5.98
28.56
28.09
4?40
3900
con,/shear
con/shear
DES16II STREI{GTH 4OOO PSI @ ?8 DAYS
IESTS BY LABORAIORY PERS0t{tlEL ARE II{ ACCORDA}ICE t/ITH APPIICABLE ASTl,l I'IETH0OS UI{LESS OTHERi,tlSE liOTEO
SOHE IIIFORI.IATION OF TEST REPORT },IAY BE PROVIDED 8Y OTHERS
REMARKS:
COPiES: R.A, tlelson & Associates, Inc
Town of Vail; llestern l{obiie;
J V A, Inc.; Gwattmey Pratt Schultz Eilly Barbour Bobby J. Hays
FIELD OBSERVER APPROVED BY
CHEN.NORTHERN, INC.
COI{SULTI tIG EIIGII{EERS AiID SCIENTISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: ilEC!,| Enterpr'l ses JOB ll0. 4 178 93-3 DATE: 10-6-93
Attn: Eustaqui o Cortl na
P.o. Box 3149 SHEET I oF r
Vail, C0 81658-3149
PRoJECT: Liftside Euildinq, east of llesthaven Drive and Uestln Hotel , South Frontage Road llest, Vail, Colo.
PLACEI.IEIIT LOCATlOI{ :Elevator C to Elevation 84
EATCH TICKET I I{FORI.IAT IOI{
TRUCK flo. 119
TIME BATCHED:5:?0
TICKET l{0. 10606
TII.IE ARR ]VED:
SUPPLIER: llestern llobi le
Mtx DESI6|{ t{0. 44 B
CU.YD. LOAD/ACCUI.I:TI}tE PLACED:
FIELD TESTI116 I I{FORI,IAT IOII
TII,IE TEST TAKEil:
JOB SPEC] F ICAT IOI{S:
SAI.IPLE TEiIP:
CONTENT: l,
COt{TEilT: Y,
IilFMilATIOII IIOT PR,OVIDTDSLUIIP: tN. AIR
SLUIIP: I t{. AIR
AIR TETIP:
I,IET UI{IT UEI6HT:
!,ATER ADDED AT SITE GAL,
CYL J IIDER I IIFOR},IAT IOII
1,t0. 0F CYLII{DERS: 6 CYLIIIDER SIZE: 6"x 12" TII{E CYLINDERS CAST: --- VHERE CAST: Field
CURII{G iI{FORI{ATIO]I
IiIITIAL CURE: On-Site FIELD ST0RAGE FACILITIES: Cure Elanket
DATE RECEIVED AT LA8: 10-i1-93 BY: l'lark Jensen HI tl/t'lAX
CYLII{OER
VEIGHT
(LBs)
shear
snear
con/spl i t
con/spl i t
con/spli t
con/spi lt
28.94
29.03
29. 03
?8.84
29.03
28.54
4230
2930
5240
5890
53 ?0
5490
122,500
85,000
i52 ,000
170,000
154,500
159 ,000
6.07
6.08
6. 08
6.06
6.08
6.07
7
z8
28
28H
28H
10- 13 -93
I0- I3-93
11-3-93
11-3-93
1l-3-93
l1-3-93
DESIGII STRENGTH 4OOO PSl O 28 I)AYS
TESTS BY LAEORATORY PERSOI{I{EL ART II,I ACCORDAIICE T'ITH APPLICABLE ASTI.I I'iETHODS UI{LESS OTHERIIISE NOTED
SOI.,IE II{FORI{ATION OF TEST REPORT I.,IAY B[ PROVIDED BY OTHER5
REI'IARKS: Cylinders were cast by the contractor.
Bobby J. HaYs
FIELD OBSERVER APPROVED BY
COPIES: R.A. t{elson & Associates, Inc.;
Town of Vai l; Itestern obi le;
J V A, Inc.; Gwathney Pratt Schultz;
As a tnutull pt'ot€ctlon to cll.nt3' th€ publlc
cllcnts, lnd.uthoriz.tion foi publlcltlon of
pandlng our wiittcn lpproval' samplo5 wlll be
ln wilt lng.
A m.rnb.r of th. E!! group ot comp.nils
and oursc lva5, al'l rcportl
strt€mants. Concl uslons or
dl3po3ad of aft€r t6stlng
lre iubmltt.d rs the confldi€ntlsl pioF.ity of
cxtrrct! from or rcgord{ng our .eports tt r"'rv'd
it co|||pl€ted unlass othcr arrangaJnents 'gre'o !o
Forrn t{o. CllElI3A 6/91
!66! I I '^^
CHEN-NORTHERN, INC.
COI{SULTI116 EI{GII{EERS AI{D SCIE}IT I STS
REPORT OF CONCRETE TEST CYLINDER DATA
o
T0: ttlE0tl Enterprises J08 ll0. 4 178 93-3 DAT€: 9-20-93
Attn: Eustaquio Cort'i na
P.0. Box 3149 SHEET I 0F 1
Vai l, C0 81658-3149
PRoJECT: L'lftside Building, east of llesthaven Drive and Uestin Hotel , South Frontage Road Uest, Vail, Colo.
PLACEIIEI{T LOCATIO :l{orth fla 11 Lines P-10 through P-26, J to P.
BATCH TICKET I l{FoRllAT I0l{ SUPPIIER: llestern l'lobi le
TRUCK l{0. 114 TICKET t{0. 9932 tillx DESI6I{ t{0. 44
TIIIE BAICHE0: --- TII1E AftRIVEO: 3:45 P],l TIME PLACED: 4:05 Pl'l-CU. YD ' LoAD/ACCUI'I: 7
FIELD TESTING INF()RI,IATIOI{ SAI'IPLE TEHP: 74 "F AIR TEI,IP: 72 "F
TIHE TEST TAKEII: 4;10 Pl'l SLUHP: 4ll4 IN. AIR C0]{TE|{T: 5.?X UET UI{II }IEIGHT:
JOB SP€C lF ICATIOi{S: SLUMP: I1{. AIR C0l{TEl{T: % VATER A00E0 AT SIIE 0 GAL.
CYLINDER IIIFORI4ATION
l{0. 0F CYLINDERS: 4 CYLII{DER SIZE; 6"x 12" TIl,lE CYLIT{OERS CAST: 4:15 Ptl IIHERE CAST: 0n-Site
CURII'IG I NFORMATI()I{
It{ITIAL CURE: 48 hours
OATE RECEIVED AT LA8:
0n-Si te
9-22-93
FIELO STORAGI FACII I TIES:
BY: l.{ark Jensen
Insulated Elanket
1,|l r{/r{AX
AGE
DAYS
DATE
TES]ED
TOTAL LOAD
(LBS)
OIA}IEIER
( | ficHES)
AREA
(sQ m)
coHP . srR.
(Psr )
TYPE OF
FRACTURE
CYL II,IDER
VE IGHT
(LBs)
CYLIXDER
UTIIT VE IGHT
( PCF)
7
28
28
5t,
9-27-93
10-18-93
t0-18-93
11-15-93
1? 1 ,000
153,000
157 ,000
171.000 \
5.05
6.05
6.07
6.06
28. 75
28,7 5
28.94
28.84
4210
5320
5430
5930
snear
snear
shear
con/spl i t
DESIGI{ STREI{GTH B-4OOO PSI @ 28 DAYS
TESTS BY LABORATORY PERSONI{EL ARE IN ACCORDAI{CE I.'ITH APPLICASTE ASIiI METHOOS UI{TESS OTHERVISE NOTEO
SOI{E II{FORI,IAT I OII OF TEST REPORT I.IAY 8E PROVIOEO BY OTHERS
REMARKS:
COPIE5: R.A. l{elson & Associates, Inc.Attn: l,lr. Ri ck Agate.
tlestern tlobile, Attn: Mr. Rick Se}rlour
J.V.A. r Inc. i Gviathney Pratt Schultz;
Dan lJei l'l Eobby J. Hays
FIELD OESERVER APPROVED BY
Aa a rnutull protection to cll.nts, the psbllc
cllentr, 6nd .uthoilzatlon for lrbllcrtlon otpendlrg our Hrlttan rFpFoval. slmplc5 v.Jll beln $rrl t lhg.
A m€mber of thc E!! groqp of coinprnl.t
.rd oursslvcs, all r!Po!'t3
ctltamant6. Coocl ut lon3 or
dliposcd of rft€t' t€3tlng
rre sub|nlttcd .3 the confldlentlnl property of
attFacts from or raEardlng our r€Forts ls rca'rv'd
is c6rr|!lrted unlcas othar .rr.nEcmantt agF.ed to
FoF No. cf4El13A 6/91
CHEN-NORTHERN, INC.
COflSULTII{G EiIGI I{EERS AIIO SCIENTISTS
BEPOHT OF CONCRETE TEST CYLINDER DATA
As r nuturl prot.ct{on to cllcnts, th€ publlc and otrrsalver. .ll r€portr ar€ t{tfiittad rr thc confldl.rtlal pr"oFGrty of
cll.nt!, lnd.rthorlzltton for pubitcettln of 3t.tdnant!. concluilons ar.rtra€ta fro|r or rcg.rdtFt our rcport3 1l,letllv"d
ii"ai,ig'"t;:-*iiil;; a;;r;'.i: ScnFles vrlrr bG dl5Fo3ed of.ft€r tastlng ls conrpl.t.d unlc53 othcr lir.nsem.nts rgrccq to
In wrltlng.i rninrocr ii th. !I! gFoup ot cottprnle3 Fonr llo' cl'l€1134 6/91
T0: l,tEcl,l €nterprl ses JoB ll0. 4 178.93-3 DATE: 10-12-93
Attn: Eustaquio Corti na
P.o. Box 3149 SHEET I oF 3
Vail, C0 81656-3149
PR0JECT: Liftside 8uildtng, east of l{esthaven Drlve and lJestin Hotel , South Frontage Road Uest, Yail' Colo.
PLACEUEiIT LOCATIOI{:Grid Lines c thru L, 25 thru 3l
Elevatlon 53.9 to 54.9.
BATCH TICKE1 I I{FORI.IAT I OI||
TRUCK t{0. 97
TIIIE EATCHE0; 8:35 All
T1CKET 1{0. 010681
TIIIE ARRIVED:TI I.tE
SUPPLIER: lJestern liobl I e
fitx DEslGil t{0. 44
PLACED: 9:10 All-CU.YD.LOAD/ACCUII: 7 l28llI9
FIELO TESTII{6 II{FORHATTOT{
TIl.lE TEST TAKEI{: 9: 15 Al.l
JOB SPECIFICATIOI{S:
SLUI{P: 3 l/4 It{.
SLUIIP : i'lax .4 I ll .
SAI'IPLE TEHP:
AIR C0t{TEl{T: 3.2X
AIR C0t{TEl{T: -- 16
60'F AIR TEIIP: 40 T
I.IET UI{iT U€IGHT:
UATER ADDED AT SiTE 4 GAL.
CYLI NDER I IIFORI.IATIOI.I
l{0. 0F CYLIIIOERS: 6 CYLINDER SIZE; 6"x 12" TIIiE CYIIIIDERS CAST; 9t27 Altt ttHERE CAST: on-Site
cuR] o I t{F0Rl.lAT I0l{
INITIAL CURE: 48 hours 0n-Site
0ATE RECEIVED AT LAB: 10-14-93
FIEIO STORAGE FACILITIES: Cure Elankets
BY: Frank Potvi n l'll il/llAx
46E
DAYS
OATE
TESTED
TOTAI LOAD
(LBs)
DIAI'IETER
( rilcHEs )
AREA
(sQ It{)
co P. sTR.
(Psl)
TYPE OF
FRACTURE
CYTINDER
I{E I6HT
(LBs )
CYLI}IOER
UilIT UEIGHT
(PCF)
7A
7A
284
28A
?8A
28A
10-19-93
10-19-93
l1-9-93
I l-9-93
11-9-93
l1-9-93
12s,500
u2,000
144,500
157,500
156,000
157,000
6.04
6. 03
6.00
5.97
6. 06
6.07
28.65
28.56
,A 27
27.99
28.84
28.94
4380
4?70
5110
s410
5430
shsear
snea r
con,/shear
con/split
con/spl i t
con/spl i t
DESI6I{ STREIIGTH 4OOO PSI O 28 OAYS
TESTS BY LABORATORY PERSOI{NEL ARE II{ ACCORDAflCE I{ITH APPLICABLE ASTI'I I4ETHODS UI{LEsS OTHERI'IsE I{OTID
SOi.IE II{FORI,IATIOIi OF TEST REPORT }IAY BE PROVIDED BY OTHERS
REITARKS:Sanples taken frcrn discharge of pump.
COPIES: R.A. l{elson & Associates, Inc
Town of Vai I ; llestern llobi le;
J V A, Inc.; Gwattmey Pratt Schultz Brian Scanlan Bobby J. HaYs
FIELD IIsSERYTR APPROVED BY
lr
CHEN.NORTHERN, INC.
COI{SULTIl{G EI{GII{EERS AI{D SCIEI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: llECl'l fnterDri ses JOB t{0. 4 178 93-3 OATE: 10-12-93
Attn: Eustaquio Cortl na
P.0. Box 3149 SHEET 2 0F 3
Vail, C0 81658-3149
PRoJECT: Liftside Bulldtng, east of Uesthaven Drive and tlestin tlotel; South Frontage Road Uest, Vatl, Colo'
PLACEI.IEI{T LOCAT]O]{ :crid Lines C thru L,
Approxi nate el evati on
?5 thru 3l
59.
BATCH TICKET I tl FORI|AT lOtl SUPPLIER: lfestern l'lobi le
TRUCK lr0. 97 TICKIT ilo. 010689 llIX 0EsI6t{ tlo. 44
TIIfE BATCHED: 10:54 AH TIIiE ARRIVED: 11:01 AM TIIIE PLACE0:11:02 AM-CU. Y0. L0AII/ACCUI'i: TlTAlLlS
FIELD TESTI IIG I ilFORI,IAT]ON
TIIIE TEST TAKEI{: 11 :07 fil,l
JOB SPEC I FICATIOIIS:
SLUII{P: 3 l/Z I ll.
SLUMP: tlax.4 I l{.
SAIIPLE TE}IP:
AIR C0l{TEl{T: 3.51
AIR COllTEl{T: 1
63 "F AIR TEiIP: 50 "F
I.IET U]{IT I{TIGHT:
I{,ATER ADDED AT SITE O GAL.
CYLII{OER II{F()RIIATIOII
N0. 0F CYLII{DERS: 6 CYLIIIDER SIZE: 6"x 12" TIr,lE CYLIIIDERS CAST: 11:12 Al{ }IHERE CAST: 0n-Site
CURII{G It{FORHAT]oil
IIIITIAL CURE: 48 hours 0n-Site
oATE RECEIVED AT LA8: 10-14-93
FIELD STORAGI FACILITIES: Cure Blanket
BY: Frank Potvin ltll N/l'lAX
AGE
OAYS
DATE
TESTED
TOTAL LOAD
( L8s)
D IAI.,IETER
( rl{cHES )
AREA
(sQ rN)
coilP.sTR.
(Psr )
TYPE OF
FRACTURE
CYLI NDER
YEIGHT
(L8s)
CYL IilDER
UIIIT I'EIGHT
(PcF)
7R
7B
288
288
288
288
l0-19-93
l0-19-93
1l-9-93
I I -9-93
I l-9-93
1l-9-93
134,000
130,000
166,500
16t ,500
169,000
t5l .500
6.07
6.06
6.08
6.05
6.08
6.09
28.94
28.84
?9.03
?8.75
29.03
av.tJ
4630
4510
E7?n
5620
5820
5540
snear
shear
con/spl i t
con/spli t
conlspli t
con/spl i t
DESIGTI STRETICTH 4OOO PSI E E8 DAYS
IESTS BY LAEORATORY PERSOIII,IEL ARE
SOI.IE II{FORMAT I ON
I}I ACCORDANCE IIITH APPLICABLE
OF TEST REPORT I.IAY BE PROVIDED
ASII.I l.IETHODs
BY OThERS
UI'ILESS OTHTRI,ISE I.IOTEO
RETIARKS:Sarnple taken fron di scharge of punp.
CoPIES: R.A, elson & Associates, Inc.;
Town of Vai I; lJestern Mobi]e;
J V A, Inc.; Grvathney Pratt Schultz;Brian Scanlan Eobby J. HaYs
FIETD OBSERVER APPROVED 8Y
As a hutu.l Frot€ctton to clt.rt3, the publlc.nd ourselv.s, rll r.poit3 rre 3ulrn{tt.d 13 th€ confldl.ntlll ll:P::tl_11-..^"cH.nt3. lnd;uthortzatJon fo. public.tion of lt.tsn nti. Conclu3lon3 or extrlct3 fron or r€g.rdi ng -911-i:?:J:t _::-::t::"'"i.nUirig'"ri "riitcn
-fproval, slmpl.B w l b. dt5po3.d of.ft.r t€5tlng i3 complctcd unlc33 oth.r .rrang.m.nts rgrc.d ra
in wrlting,
A ;;ili ;i thr E!! group of comprniei Foflo flo' cl{Ell3A 6/91
a.
CHEN-NORTHERN, INC.
COI{5ULTII{G EilGIIIEERS AIID SCIEI{TI STS
REPORT OF CONCRETE TEST CYLINDER DATA
A3 . hutu.l liot.ctlon to cll.nts, tha Futlic.nd our3alv.6, sll r.ports rrt rr|bmlited rt th. confld{eht{ll Pl.oF.t'ty ot
cll€||ta. .trd asthorlzatlon fof publlc!tlon of rtlt.hintr. Concluslonr or lxtrrctt frotl or roglrding our r€porti l3 r.s.rv..l
pendlng our wrltt.n rFFroV.l. Srrpl.r dll !. dl.po3cd of rftcr tcst{ng {s compl.ted unl.s3 oth.r arrang€mcnt. tgr.ld to
ln Brltln9.
A mqnb.r 6l th. EI! group of coftp.nlei Fotrn No. Ct4Ell3A 6/91
T0: l'lECli fnterprises J08 H0. 4 178 93-3 DATE: 10-12-93
Attn: Eustaquio Corti na
P.0. Box 3149 SHEET 3 0F 3
VatI, C0 81658-3r{9
PR0JECT: Liftside Buildlng, east of tlesthaven Drive and l{esti n Hotel , South Frontage Road Uest, Yall, Colo.
PLACE}IE1{T LOCATIOI{ :6rid Llnes C thru L, 25 thru 31.
Approximate elevatlon 64.
BATCH TICKET Il{FORllATlOl{ SUPPLIER: l{estern ilobi le
TRUCK fio, 97 TICKET ilo. 010701 ltIX DESIGII ll0. 44
TII|E BATCHED: l:07 Pl'l TIIIE ARRIVED: l:15 Ptt TIIIE PLACED: l:15 PII-CU.YD. LOAD/ACCUil, 7/119
FIELD TEsTtl{G IllF0RllATIOl{ SAMPLE TEilP: 63 oF AIR TEI4P: 50 uF
Tlllg TEST TAKEI{: 1:32 Pl,l SLU}IP: 2 1/4 I1{. AIR COl{TEilT: 3.0% }lET UI{IT I/EIGHT:
JOB SPECIFICATIOTIS: SLtll'lP: l{ax.4 It{. AIR C0NIENT: X IATER ADDED AT SITE 5 GAL.
CYLINDER II{FOR}IATIOII
ll0. 0F CYLIIIIIERS: 6 CYLIII0ER S[ZE: 6"x 12" Tltlg CYLIIIOERS CAST: l:25 Pll UHERT CAST: On-Slte
C$I[6 IilFORHATIOil
]i{ITIAL CURE: 48 hours on-Site
DATE RECEMD AT LAB: 10-14-93
FIELO ST0RAGE FACILITIES: Cure Blanket
BY: Frank Potvi n tll l{/ilAX
AGE
DAYS
DATE
TESIED
TOTAL LOAO
(L8s)
OIAI,IETER
( IilCHIS )
AREA
(sq ril)
cotrtP. sTR.
.DCII
TYPE OF
FRACTURE
CYLi I{DER
t',ElGHT
(LBS)
CYLIIIOER
UIIIT VEIGHI
tPcF )
7C
1P
?8C
28C
z8c
z8c
10-19-93
10-19-93
l1-9-93
ll-9-93
l1-9-93
1l-9-93
144 ,000
135,000
157 ,000
162,000
16?,500
163 .000
6.08
6.08
6.07
6.09
6.09
6. 09
?9.03
29.03
28.94
29.13
29. 13
29.13
4950
4650
5770
5560
5580
5600
shear
shear
con/spl I t
con/spl it
conlspl i ?
s hear
DESIGII STREIIqIH 4OOO PSI 9 28 DAYS
TESTS BY LABORATORY PERSOI{I{EL ARE III ACCORDAIICE YITH APPLICAELE A5TI.I I{ETHODS UNLE5S OTHERTIISE IIOTED
SOI.IE I I{FORI,IAT I OII OF TEST RESORT I.IAY BE PROVIOED BY OTHERS
REIIARKS:Sample takan frorn discharge of pump.
COPIES: R.A. llelson & Associ ates, Inc.;
Town of Vail; tlestern llobiie;
J V A, Inc,1 Grrrathrey Pratt Schultzi Brian Scanlan Bobby J. Hays
FIETO OBSERVER APPROVED 8Y
CHEN-NORTHERN, INC.
COIISULTII{G EIIGII{EERS AND SCIEI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
AJ a dutu.l pFotcctlon to cli.nt., the publ{c and ours€Ives, all r.ports .r€ sutnnlttGd a! thc €orfldlentlal propcrty of
cllchts. rnd lnthorl2!tlon lor Dubllcttlon of strt.mcntr. Conclu3lons or attractE frofi or r.g.rdlng our rcPorts ls rca.rvad
t.ndtrs our wt.lttcn .pprovrl. Satrpl.! lrlll be dl3For'.d of aftcr tcitlng {t cqiplct.d unl.33 other ffr.ngdntnts rgrc.d to
in rrl t lnq.e .*ntcr 5f thc !!! group of comp.nl.i Form o. cl4El13A 6/91
T0: f,lEClt Enterpri ses
Attn: Eustagui o Corti na
P.0. Box 3149Vail, C0 81658-3149
PR0JECT: Liftside Bui I di ng,
JOB l{0. 4 178 93-3 DATE: 10-13-93
SHEET 1 OF I
east of tlesthaven Drive and Uestin Hotel , South Frontage Road Uest, Vail, Colo,
PLACEI,IE T L0CATIOI{: Low llal I between Grid Lines Y-2 and Elevator Shaft "C".
BATCH TICKET IIIFORI,IATIOI{
TRUCK t{0. 150
TlifE BATCHED: 4:17 Pttt
TICKET 1{0. 0107s6
TII.IE ARRIVED:TII,IE
SUPPIIER: llestern ltlobl l e
l,tlx DESIGI{ flo. 44
PLACED: 4:30 Pli-CU.Y0.LOAD/ACCIjf{: 7 /2L
FITLD TESTIIIG Il{F0Rr,nTI0l{ SA}IPLE TEI'IP: 65 uF AIR TEIIP: 45'F
TIME TEST TAKEI{: 5:50 Pl,l SLUl,lP: 2 1/2 Il{. AIR C0t{TEl{T: 3.51 IJET UI{IT ITIEIGHT: ---
JOB SPECIFICATIOilS: SLtlltP: ilax.4 Il{. AIR C0[TEflT: % l,rATER ADDEO AT SITE 4 GAL.
cYL I1{0ER Il{F0Rl,lATl01{
N0. 0F CYLII{DERS; 6 CYLIN0ER SIZE: 6"x 12" TIIIE CYLII{DERS CAST: 5:55 Pl,l IIHERE CAST: 0n-Site
cuRlr{G I ilFoRttATlotl
IIIITIAL CURE: 48 hours
DATT RECEIVED AT LA8:
0n-Si te
l0-15-93
FIELD ST0RAGE FACILITIES: Cure Box
BY: Frank Potvl n l.{ I t{/]'lAX
AGE
DAYS
DATE
TESTE|)
TOTAL LOAD
(LBs)
D IAI.IETER
( I r{cHES )
AREA
(sq lil)
col'rP . sTR.
(Psr)
TYPE OF
FRACTURE
CYLII{DER
UEI6HT
(t8s)
CYL I t{ DER
UNIT UEIGHI
(PcF)
7
7
?8
28
28
28
10-20-93
10-20-93
I l-10-93
1l-10-93
1t-10-93
11-t0-93
104,000
117 ,500
135,000
134,500
136,500
r35,500
6.08
6.08
5. 99
b-ub
5.99
6. 08
29.03
29.03
?8. 18
28.84
28.18
29.03
3580
4050
4790
4660
4840
4670
con/split
shear
shear
shear
shear
shear
DES I61{ STRE?IGTH 4OOO PSI @ ?8 DAYS
TESTS BY LABORATORY PERSOIIIIEL ARE II{ ACCORDAI'ICE IIITH APPLICABLE ASTI,I I'IETHODS UI{LES5 OIHERIJISE I{OTEO
SOI.IE INFORMATIOII OF TEST REPORT I'iAY 8E PROVII)EI) gY OTHERS
RE}IARKS: Sarnple taken fron discharge of punp.
CoPIES: R,A. l{elson & Associates, In6
TorYn of Vail; Yestern lbbile;
J V A, Inc.i Gwathrcy Pratt Schultz Brian Scanlan Bobby J, tlays
FIELD OBSERVER APPROVED BY
CHEN.NORTHERN, INC.
COI{SULTIiIG EI{GII{TERS AI{D SCTEI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As. fiutu.l Fr.ot.ction to cli.nti, th. pubtlc and our3elvas, .ll r.ports lre submltt.d.s th. cohfidientlll prop€rty of
cli6nti, and .uthorlz.tlon for publlc.tl;n of 3tct. €nts. con€lqslon3 or rxtr.cts fiorn ot" r.gardlng ouf r€port3 l3 r€servGd
;;;;i;;'";;-*;iai.i -ipiiii"r. Simprii'wiir be disposcu of.ft.r t.stlng l3 conplet€d unl€'. othcr .rr.nsemcnt3 terc€d to
ln trrlt {ng.a ;;;;; ;i th. EI! group of coorprnlcs Form Ho' cl'tE113A 6/91
T0: llEC!,| Enterprises J08 tlo. 4 178 93-3 DATE: 10-16-93
Attn: Eustaqui o Corti na
P.0. Box 3149 SHEEI 1 0F 3
Vatl, C0 81658-3149
PR0JECT: Liftside Building, east of llesthaven Drive and ilesti n Hotel , South Frontage Road Uest, Vail, Colo.
PLACEI.{ENT LOCAT ] OI{ :l'lalls; Lines C-K and 25-31
EATCH TICKET It{FoRtlATIOt{ SIIPPLIER: lJestern ilobile
IRUCK l{0. 114 TICKET }t0. 010827 tlIX DESIGN ll0. 44
TltfE BATCHED: 9:03 All TIIIE ARRIVED: 9:20 Al'l TIl,lE PLACED: 9:25 A!|-CU. YD. L0AD/ACCUI{; 7/35
FIELD TESTING I]{FORI{ATiON SAI,IPLE TEIIP: 54 "F AIR TEI,IP: 40 "F
TIiIE TEST TAKEN: 9:30 All SLUMP: 4 IN. AIR C0I{TENT: 4.5% llET UNIT tlEI6HT:
J()B SPECIFICATI0I{S: SLUMP: Hax.4 It{. AIR COtlTEt{T: t{ VATER ADDED AT SIII -- GAL.
CYLI]IDER I I{FORI.IAT IOI{
I'Ii). OF CYLI DERS: 6 CYLINDER SIZE: 6''X 12" TII.IE CYLII{DERS GAST: 9:35 AI'I IIHERE CAST: ON-SitE
CURIl{6 IIIFORI.IATIOII
INITIAL CURE: 48 hours on-Site
DATE RECEIVEO AT LAB: 10-18-93
FIELo SToRAGE FACILITIES: Cure Blanket
BY; Joe E. Benedict l,l I t{/l'lAx
AGE
DAYS
DATE
TESTEO
TOTAL LOAD
( LBs)
DIAMETER
( rr{cHEs )
AREA
(SQ IN)
cot'tP . sTR.
(PS I )
TYPE OF
FRACTIJRE
CYLIl{DER
YE I6HT
(LBS)
CYL I I{DER
Ut{ II UEIGHT
(PCF)
7A
7A
284
28A
284
284
l0-23 -93
10-23 -93
1l -13-93
11- l3-93
11-13-93
l1-13-93
108,000
111 ,000
136,000
138,000
137,500
136,500
5.98
o-ub
5.98
6. 07
6. 08
6.08
28.09
28.84
?8.09
28.94
to ft?
29.03
3850
3850
4840
4770
4740
4700
shear
shear
snear
con/shear
shear
shear
DESIGN STREIIGTH 4000 PsI 0 28 0AYS
TESTS BY LABORATORY PERSOI{I{EL ARE II{ ACCORDAI{CE VITH APPLICABLE ASTI,I I,IETHODS UIILESS OTHERU]SE }IOTED
SO}IE INFORI.IATIOiI OF TEST REPORT I.IAY BE PROVIOED BY OTHERS
REI.IARKS:Samp'led from discharge of truck.
CoPIES: R.A. t{elson & Assoclates, Inc
Town of Vail; llestern llobile;
J V A, Inc.; Gwatfuney Pratt Schultz Srian Scanian Eobby J. HaYs
FIELD OBSERVER APPROVED BY
CHEN-NORTHERN, INC.
COI{SULTI I{G EiIGIIIEERS AND SClEl{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
A3 | mutqrl protcctlon to cll€nt3, tha publtc.nd oursclves, rll rcports .r. 5ubmlt-t.d as th. conflcll€ntl.] prop.rty of
clt.nrst .nd;(thoFtz.tton for publtc.tton of Bt.t.BEntE. Concluslons or €^tract3 from or rcgrrding 911 .f!!3:!"-1:^::.::".dpcnai"g'ouF wr.tttc|r apFrov.t. blmple3 wtll b. dlspos.d of nft.F tcating Ir coopl.t.d unlcss oth.r lFr-.ng€mchts rgr€ao Eo
in rltlng,
A n'imtdi Si the !!! Eroup of compin{es Forrn }lo' cHEll3A 5/91
T0: MECII Enterprlses JOB 1{0. 4 178 93-3 0ATE: 10-16-93
Attn: [ustaquio Corti na
P.0. Box 3149 SHEET ? 0F 3Vail, C0 81658-3149
PROJECT: Liftside Building, east of llesthaven Drive and Uestin Hotel , South Frontage Road Uest, Vail, Colo.
PLACEI.IEI{T IOCATIOI{ :ualls; Lines C-K and 25-31 .
BATCH TTCKET lllFoRl'lATlot{ SUPPLIER: llestern l,lobi le
TRUCK l{0. l6t TICKET 0. 010834 f,|IX oESIGll t{0. 44
TII{E BATCHED: 10:34 Al'l TI|{E ARRIVED: 10;40 AM TIl,lE PLACE0:10:45 A -CU. YD. L0AD/ACCUI'I: 7
FIELD TESTII{G IilF0Rl{ATI0ll sA}tPlE TE P: 56 "F AJR }EllP: 40 "F
TIl.tE TEST TAKET{: 10:50 At'l SLUI|P: 3 tN. AIR C0NTE},IT: 4.01 llET UtilT llEI6HT: ---
JOB SPECI F lCATIOtlS: SLUMP: tlax.4 It{. AIR C0l{TEflT: U UATER A00E0 AT SIIE -- GAL'
CYL IIIOER I IIFORI'IATIOII
ll0. 0F CYLIT{OERS: 6 CYLI|I0ER SIZ€: 6"x r?" TIIIE CYttt{DERS CAST; 10:55 M UHERE CAST: 0n-Site
CURI IIG I I{FORI.IAT IOI{
II{ITIAL CURE: On-Site FIELD ST0RAGE FACILITIES: Cure Blanket
0ATE RECEIVED AT LAB: 10-18-93 BY: Joe E. Benedict lllt{/ltAx
AGE
DAYS
DATE
TESTED
TOTAL LOAO
(LBS)
O l AI.IETER
( 1l'tcHE s )
AREA
(sQ It{)
got'tP . sTR.
(Psr )
TYPE OF
FRACTURE
CYL IilDER
r,fEl6HT
( LBs)
CYLIIIDER
UI{IT UEIGHT
( PCF)
IB
7B
288
288
289
288
t0-23-93
10-23-93
11- 13-9q
t 1- 13-93
l1-13-93
r 1-t ?-o1
133,000
132,000
173,000
170,000
168,500
135,000
6.07
6.06
6.07
6.07
6.07
6. 08
28.94
28.84
28.94
28.94
28.94
29.03
4600
458 0
5980
587 0
5820
4650
shear
snear
shear
shear
shear
shea r
DESI6I'I STRE'IGTH 4000 PSI @ ?8 0AY5
TESTS 8Y TABORATORY PERS0flfiEL ARE M ACCORBAI{CE I/ITH APPLiCABLE ASTI'I !,|ETHODS UIiLESS OTHERI'|ISE l'lOTED
SOI.IE INFOR}IATIOI{ OF TEST REPORT I.{AY BE PROVIDED BY OTHIRS
Rtl,lARKS :Sarnple was taken fron discharge of truck.
CoPIES: R.A. llelson & Assoclates, Inc
Town of Vall; l{estern I'lsbile;
J V A, inc,; Guattmey Pratt Schultz Brian Scanlan Bobby J. Hays
FIETD OBSERVER APPROVED BY
CHEN.NORTHERN, INC.
COIISULTII{G ENGII{EERS AI{D SC TEIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As a mutual prot€ctton to cticntsr thc publlc lnd ours.lver, rll rcports 6r'.:obnlttad ri th3 contJdlcntlll proFcrty ol
cll6nt3, .nd nuthorlzattoh tor pubilcatlon of !trtdn€nt3. concluslons or cxtr.ctt from or reg.fdlng ouf r.Fortt l3-r"cfv'd
pi,iiirig'",i "..ittcn aii""vor. s".iiii-iiir-6"-;iipoiti "t aftar t..tlns li conpl.tcd uhlcs. oth.r rrr.nserllnt' lsrc'q to
A".&;:;";; th€ !!! sroup of co|np.nlcs Forttt t{o' cf'l€t l3A 6/el
T0: lilECll Enterprlses JoS fio. 4 178 93-3 DATE: 10-16-93
Attn: Eustaquio Cortina
P.0. Box 3149 SHEET 3 0F 3
Vai1, C0 81658-3149
PROJECT: Liftside Bullding, east of Yesthaven orive and lrestin Hotel , South Frontage Road lJest, Vail, Colo,
PTACEI,IEI{T LOCATIO :lJalis; Llnes C-K and 25-31
BATCH IICKET I l{FoRl.lATI0H
TRUCK t{0. 114
TI|IE EATCHED: 1l:41 All
TICKET NO. OIO839
TIl,lE ARRIVED: 11:50 Al'l
SUPPLIER: llestern licbi le
tllx DESIG?I ll0. 44
T ll,tE PLACED: ll:55 Al,l-CU. Y0. L0A0/ACCUH:
FIELD TESTIIIG l IIFORI,IAT l OI{
TIME TEST TAKET{: 12:05 P],l
JOB SPEC I FICATI ONS:
SLUMP: 3 1/2
SLllllP: l,lax.4
IN.
I fl.
SlrtiPlE TEHP:
AIR C0tlTEt{T: 4. 51
AIR C0NTEI{T: %
56'F AIR TEIIP: 40'F
I/ET UIi IT T/E I6HT :
VATER ADDED AT SITE 2 GAL.
CYL II1DER I NFORI.IAIIOi{
tl0. 0F CYLIIIDERS: 6 CYLII{DER SIZE: 6"x t2" TIME CYLIilDERS CAST: 12:10 Pll UHERE CAST: on-Site
CURIiIG INFORI,iATIO}I
It{ITIAL CtfrE: 48 hours 0n-5ite
DATE RECEMD AT LAB: 10-18-93
FIELo SToRAGE FAcILITIES: Cure Slanket
BY: Joe E. Benedict HIll/llAX
AGE
DAYS
OATE
TESTEO
TOTAL LOAO
(LBs)
D ] At.IETER
{ I [CHES)
AREA
(sQ Ir{)
col,rP. sTR.
(Psr)
TYPE OF
FRACTURE
CY L I I{DER
UEIGHT
(t8s)
CYLI I{DER
U]{IT I,TEIGHT
(PCF)
7C
7C
28C
28C
28C
28C
t 0-e3-93
10-23-93
11- 13-93
1t - 13-93
11-13-93
I 1- 13-93
lz0,000
120,000
140,500
149,000
151,000
147,500
6.05
6.07
5.99
5.99
5.98
€.03
28.7 5
28.94
28. 18
28. 18
28.09
28.56
417 A
4150
4990
5290
5380
5160
snear
shear
shear
shear
shear
shear
DES 16I{ STRET{GTH 4OOO PsI € 28 DAYS
TESTS BY LABORATORY PERS0tlt{EL ARE IN ACC0RDANCE !,tlTH APPLICABLE ASTI{ }IETH0DS U LESS OTHERIIISE tlOTEO
SOI'IE I NFORI'IAT I OII OF TEST REPORT I,IAY BE PROVIOED BY OTHERS
REMMKS;Sample was taken from di scharge of truck.
COPIES: R,A. l{el son & Associates, Inc
Town of Vail; Western llobile;
J V A, lnc.; Gsatkr€y Pratt Schultz Brian Scanlan BobbY J' HaYs
FIELO OBSERV€R APPROVED BY
CHEN.NORTHERN, INC.
COI{SULTIt{G E]{GI EERS AI{D SCIENTISTS
REPORT OF CONCRETE TEST CYLINDER DATA
15. hutu.l protectlon to cll.ntr, tho publlc lnd oursclv.s, .ll reporti .r€ 3ubtnittcd !3 th. confidlontl.l pt"operty ofcllent!, and authorl2rtlon for publicatlon of 3tlt€mcnti. Concli|alonE or extrrctr fiom oi ragrrdlng our r€portE l3 ra3arvad
F.ndlng our wrlttcn.pprovtl. S.mples plll be dl3posed of aft.t'taitlng i3 co|t|pl€t€d unless othsr rri.ngemcnt3 agre€d toln ffl t lng.A mem!.r of th{ HIH group of cohF.nles For!| No. €I€ll3A 6/91
T0: llECll Enterprises J08 ll0. 4 178 93-3 oATE: 11-10-93Attn: Eustaquio Cortina
P.0. Box 3149 SHEET I 0F 2Vail. C0 81658-3149
PR0JECI: Liftside Buitding, east of ly'esthaven Drive and tlestin Hotel , South Frontage Road t{est, Vail, Colo.
PLACEilttlT LoCATIoI{: tlal I s.
EATCH TTCKET I ilF0R].tAT l0ti SUPPIIER: testern l,lobi le
TRUCK ll0. 97 TICKET tl0. 01-0453 l.lIX DESIGil tto. 44
TIIIE BATCHED: 12:12 Pl,l TIIIE ARRIVED: 1?:30 Ptl TIIIE PLACEO:12:45 Pll-CU. YD. L0AD/ACCUi,|: 28
FIELD TESTI]IG I I{FORI.IAT I O}I SAi.IPLE TEI.IP: 52.F AIR TEI.{P: 40 'F
TIME TEST TAKEil: --- SLUIIP: 4 l/4 It{. AIR CO]{TEI{T: 4.8i6 IJET UI{IT }IEI6HT:
JOB SPECI FICAT I0t{5: SLUIIP: Max.4 IN. AIR C0t{TEl{T: 4-8fl ITATER ADDED AT SITE --- GAL.
cvttll0ER ItiFoRilATIotl
l{0. 0F CYLII{DERS: 6 CYLIIIDER SIZE: 6"x 12" TIIIE CYLIflDERS CAST: 1:00 PH IIHERE CAST: 0n-Site
CURING I I{FORI'IATIOH
I1{ITIAL CURE: 48 hours 0n-Site
oATE RECEIVED AT lA8: 11-12-93
FIELD STORAGE FACILITIES:
BY: Sandi R. Cody l,ll l{/}lN(
A6E
OATS
OATE
TESTEO
TOTAL LOAD
(L8s)
D I AIiETER
( t r{cHEs )
AREA
(sQ il{)
cot'tP. sTR.
(Psr)
TYPE OF
FRACTI'RE
CYL i]{DER
I'EIGHT
(rBs )
CYL INDER
UIIIT I.,EIGHT
(PcF )
]A
28A
28A
?8A
28A
H
ll
11- l7-93
11-17-93
12-8-9s
12-8-93
t2-8-93
12-8-93
106,000
110 , 500
6. 08
D. U5
29.03
28.75
3650
3840
shear
shear
DESIGI{ STREIIGTH 4000 Pst 0 28 0AY5
IISTS 8Y TASORATORY PERSOIII{EI ARE III ACCORDAI{CE I{ITH APPLJCABLE ASTH I'IETHODS U]{IESS OTHERUISE I{OTED
SOIIE I IIFORI.IAI I OI{ OF TEST REPORT I'IAY 8E PROYIDEO 8Y OTHERS
RE]'iARKS:
COPIES: R.A. llel son & Associates, Inc
Town of Vail; lfestern tlobile;
J V A, Inc.; Gwatlmey Pratt Schultz Sandi R. Cody Bobby J. Hays
FIELD OBSERVER APPROVED BY
CHEN-NORTHERN, INC.
COI{SULTIIIG EilGIIIEERS At{D SCI El{TI5T5
REPORT OF CONCRETE TEST CYLINDER DATA
Aa I nuturl protectlor to c1lcnt3, thr publlc rnd ours€lveB, rll iaport3 rr€ iqlitltt.d as th€ contldl€ntlal proPcrty of
cllents, and authorfE.tlon for publlcatlon of strtdnanta. Conclusions or extracts from or r€gafdlng our rapoits is r.a3ctwadpcndlng our. wrltt.n aFFroval. S.ntp'les r,lll b. dlipoaad ol .ltcr t.stlng lt compl.t.d rnl€!r other rrrrngam€ntt tgr'.ed toin $|ritlng.A m€mb€r af th. !I! group of comp.ni.. F6rr|t tlo. cfrEl l3A 6/91
T0; ilECl'l Enterprises J08 t{0. 4 178 93-3 DATE: 11-10-93Attn: Eustaouio Corti na
P.0. Box 3149 SHEET 2 0F 2
Vai l, C0 81658-3149
PR0JECT: Liftside Buildlng, east of tlesthaven Drive and llestin Hotel , South Frontage Road lfest, Vail, Colo.
PTACE}.IEI,IT LOCATI OI{ :llal I s,
BATCH TICKET I tlF0RllAT IOt{ SUPPLIER: trlestern l,lobi le
TRUCK H0. 100 TICKET N0. 01-0465 ftIX DESI6I{ lto. 44
TIIIE BATCHED: 3:00 Pil TIiIE ARRIVED: 3:10 Pt'l TIl.lE PLACED: 3:?0 P -CU. YD. L0AO/ACCUI'| I 77
FIELO TESTIIIG ] IiFORI.IAT IOI{
TIl.lE TEST TAKEN: ---
JOB SPECI FICATIOI{S:
SAIIPLE TEIIP: 54 "F AIR TE}iP: 45 "FSLUl,lP: 4 llt. AIR C0I{TENT: 4.2% t,ET U]{IT UEI6HT: ---
SLUl,lP: ax.4 I . AIR C0NTENT: 4-8X UATER ADDE0 AT SITE --- GAL.
CYLIT{OER I NFORI.IAT IOl{
N0. 0F CYLII{DERS: 6 CYLIilDER SIZE: 6"x 12" TIl'lE CYLIIIDERS CAST: 3:30 P}l I{HERE CAST: On-Site
CURI I,IG T NFOR'.IATIOil
INITIAL CURE: 48 hours
DATE RECEIVED AT LAB:
0n-5i te
11- 12-93
FIELD
BY:
STORAGT FACILITIES:
Sandi R. Cody lllll/llAx
AGE
DAYS
DATE
TESTED
TOTAL LOAD
(tBs)
DIAI.IETER
( rxcHEs)
AREA
(sQ rx)
c0[P. sTR .
{PSl)
TYPE OF
FRACTURE
CYLI IIDER
TIE IGHT
( Lss)
CYLIIIDER
UI{IT UE]GHT
( PcF)
7B
7B
288
288
288 H
288 H
11- l7-93
11-17-93
12-8-93
12-8-93
12-8-93
t2-8-93
99 ,500
101,500
qoq
coA
28.09
28.09
3540
3610
shear
shear
DESIGN STREI{oIH 4000 PsI @ 28 DAYS
TESTS BY LAEORATORY PERSONIIEL ARE III ACCORDAI{CE I'ITH APPLICAETE ASTI'I I'IETHODS UNLESS OTHERUISE i{OTED
SOI,,IE I]{FORI.IATI()II OF TEST REPORT HAY 8E PROVIDED BY OTHERS
REIIARKS:
COPIES: R.A. ]{el son & Associates, Inc
Town of Vail; llestern ilobile;
J V A, Inc,; Gwatlmey Pratt Schultz Sandi R. Cody Bobby J. Hays
FIELO OESERYER APPROVED 8Y
lo: llEctif Enterprises JoB [o. 4 178 93-3 DAIE| t0-1-93Attn: Eustaquio Cortina
P.O. Box 3149vail, co 81658-3149 DAILY REPoRT 1{o. 6A SHEET 1 0r 1
PRoJECT: Liftside Buitding East of lresthaven Drive and gestin Hotel, South Frontage Road llest, Vait, Colorado.
LOCAI t0[:
EQUI PI,IEIT:
REPORT OF: ROCK BOLTS
Stai. core A-2, Grid Lines I to 10, a to [.
P|.f|p tlo- 34-5818
cauge tlo. E- 10
Ra$ l,lo. A-365
F I TIAL
cauge Reading ( PSI )
4000
4000
4000
4000
4000
llot Stressed
4000, Bar Fai ted
at 4000 PSI Loading.
[OTE: Rock Sotts 1 and 7 rere stressed in a
cyclic manner.
SPECIFICATIOII OF CYCLE:700, 1350, 2000,2700,
5300 and 4000 PSI.
CYCLE GAUGE READIXG( PSt )
1000, 1350, e000, 2700,' 3300, 4000
1000. 1600, 2000. 2800, 3400. 40oo
Rock Bott ilo.
I
z
f
4
5
6
7 --@
COPIES3 R.A. [etson &
J V A, lnc.;
ToBn of vai t,
Associates, lnc., Attn: llr.
Grathfiey Pratt Schu[ tz;
Attn: t'lr. Dan Stanek;
Rick Agatei
CHEN-NORTHERN, INC.
coNgILt IIG EilGtftEERS AltD SCtEXIISTS
REPORT OF CONSTRUCTION ACTIVITIES
A3 a hutuel protcctlon to cll.nts, tha pqbllc lrd oursGlves. rll reports rre 3ubmlttaal as th. conlldGntirl pFoFerty of oqr cll.nts. .nd
.uthor.laltlo; foi publlc.tlon of 6tatalEnt. Concluslon3 or cxtrrcts tro|tl or ragrrdlng our reports ls r€scrvod pondlng our rarltten aFProvrl.
Srrpl.3 Nlll bc dlsposed of aft.r taatlng ls ca$Flct€d unl€ss othcr.rrrng€nents ar. 6gr€ed to ln writlng.
A R|. b€r of th. EI! group of comDlnlcs tonr 5. ct€toz^.trl
CHEN-NORTHERN, INC.
COIISULT IIIG EIIGIIIEERS AIID SCIITTISTS
REPORT OF CONSTRUCTION ACTIVITIES
TO: EC Enterprises J09 llo. 4 178 93-3 DATE: 10-4-93Attn: Eustaquio Cort ina
P.o. 8ox 3149Vait, CO 81658-1149 DATLY REPORI llo. 7A sllEET 1 oF 1
PRoJECT: Liftside Buitding East of gesthaven Drive afd lrestin Hotet. South Frontage Road tJest, Vail, CoLonado.
Per ctient,s request, I uas on-site to inspect the fabrication of structurst steel and Hetding
practices of Zinrkor Co.poration- I contracted rith llQS Ingpect i on to perform ultrasonic testing
on a total of five penetrstion r.e[ds, FC{Jr pieces passed from initiat exsnination. The one piece
(door franp) faited at the joist seans in tro ptaces. Exsnination reveated tack of fusion (one
side) srd too mJch stag on the other. lJelds rere reflorkd on-site ard retested sith a l{89 Particte
testing rHchine and tere fo{rd to be satisfactory-
I atso looked at various beams erd coturns. t verified the Hetd-puddles rrere of proper size, length
and confor"mi ty.
C@IES: R.A. flelson & Assocl€tes, Inc., Attn: l{r. Rick Agate;
J V A, Inc.; Grathney Pratt schuttz;
Tom of Vait, Attn! l4r. Dan Stanek;
charles Beckham !I Fred R. cdlEron
FIELD OBSERVER APPROVEO BY
Ar a mututl pFot.ctlor to cllcnti, thc publlc.nd ouiaalv.B, all r..porti arc aubmlttcd !! th. confldentlal propeity of our cllant5' anal
rsthorl3rtlon for Dubltcltton of stat€m€nt. Concluslona or cxtrrcts irorn or rcgardlng our r.Port3 lr rctcrv.d pendlng oul' wl'l tt'n .Ppt'oval .
Sinpior wlll bc disporcd ot rttGr t.stlng l3 cobplet.d unlG33 oth.r arrangemente rra egrled to ln r|rltlng.
A iEmbar of thG !!! troup of cotrpanle3 lfl s' €rElcl|^ '/trr
CHEN-NORTHERN, INC.
CoIIS'LT I IIG EIIGIIIEERS AIID SCIEIITISTS
REPORT OT CONSTRUCTION ACTIVITIES
TO:l4ECf{ Enterpri sesAttn: Eustaquio Cort ina
P.0. Box 5149
vai l, co 81658-3149
JoB llo. 4 178 95-5 DATE: t0-13-95
PROJECT: Liftside Buitdins East
DAILY REPORT IIO. 11A SHEET 1 Of 2
of llesthaven Drive ard ilestin Hotet, South Frontage Road Uest, Vail, Cotorado.
Per client,s request, I uas at the Zimkor facitlty to inspect the steet, retding and bottlng
practices pef speci ficat i orrs. I arrived to fird tno ftat bed trucks xith miscel taneous
cottwrs/bem (ltem [os. 1tllz). They xere ready for inspection. t verified atl rctd-puddles Hene
in corrytiance to A.L.s.D.l.l. Att ueld-merts rere of proper size, tength aid confomi ty, Att stEet
had the proper heat trace #5 ctearty ctanped on material. The v-14 Beams had 3/16 tyxE.. Hetd pattons
instalted. Att tLSe-steel rith sptices ard a coupte of pen€tration lelds rere ready for shirueht,
They had been prwiously uttrasonicatty tested. t atso verifled bott hote atigrnents per the site
drari ngs.
Frcd ond l{ichaet trlray of Zir*.or stated that ttefi tlo6. 1ll12 are almost conpteted. (See attached
sheet for quantit;es).
l,larufacturer has informed us that ltem llo. 13, rhieh consists of miscet Laneous roofing sections,
ri[t co0mence shortty. This portion of the project has approximatety 50 drauings ard roughty 75
to 85 sptices, rthich r.itt rec$ii re uttrasonic testing on a daity basis. Fabrication for this portion
ri cmmence in about ten days.
COPIES: R.A. lletson & Associates, Inc., Attn:
J V A, lnc.; Grathmey Pratt Schultz,'
lorm of vait. Attn: f.lr. D stanek;
Hr. Rick Agatei
charles Beckham tl
FIELD OBSERVER
Fred R. cdneron
APPNOVED BY
As a mutu.l protoctlon to cll.nts, th. publlc lnd ourralve6, .ll l..porti ar. aulfiltt€d !3 tha confld..tlrl prop.r'tl of our cll.nts. .nd
ruthorl:!tlon for publlcatloh of 3tltefiant. Concl!3lon3 or €xtrrct5 frotn oi regrrdlng our raportt lt ra3arv.d penallng o||r vflttan rpprovr'|.
Sanp163 vrlll bG dfspoicd of lfter tortlng 13 cofiplatcd unl.ss oth.F lrfAng.|rl.nt3 rr. .Eraad to ln wrltlng.
A irG|llhcr ot thc !I! group of conpanlaa fln 5. crElcla 5,/tt
CHEN-NORTHERN, INC.
COIISULT I
'IG
EIIGIIIEERS A'ID SCIETTTSIS
REPORT OF CONSTRUCTION ACTIVITIES
To: l,fEcl.l Enterprises J08 llo. 4 178 93'3 DATE: t0-13-93
Attn: Eustac$,rio Cort ina
P.A. 9ox 3149
Vait. co 81658-3149 DAILY REFoRT llo. 114 sllEET 2 0f Z
PRoJECT! Liftside Buitding east of llesthaven Dfive ard Uestin [otet, South Frontage Road gest. Vait. Cotorado,
QUAITITY oF PARTS PER lrE r/PER PI{ASE
tAsED 0N CURREIT ADVAICE BILI- LISTS:
A S, C O E TOIAL
rr€l{ 11 colrrafls 55 31 52 n 2 197
(1.) r TEr'r 12 FLooR BEAr,rS 179 135 140 326 7&
(2. ) rrEl| l5 RooF BEAf,rs -- -- 101 442 40 783
ToTAL 214 16 493 845 12 1750
(1.) lhese quantities 4!!g! incl.ude Kurtanos 8edTrs (506 Beams )
(2-) Sirce these qu.nt;ties are based on sdvance bitt tists, actuaL SUp quantities xilt be tess
because of atl the roof bents mde r,p of 2 or 3 advance bitt parts.
CoPIES: R.A. lletson & Associates, lnc.,
Attn: llr. nlck Agate; IJ.V.A., tnc.; I
cr.ethmey Pratt schul.tzi I chartes Beekham ll
I tIEtD oBSERVER APPROVED BY
As I nutucl prot.ctlon to cllcntr, th. publlc.nd ouEclvcs, all raport! rr'. tubmlttcd 13 tha confld.ntlrl prop€tty ot our clf.nts' {hd
.uthorltatlon for publlcltlon ot Btrt.ri€nt. Concluilonr or.xtrrcts irom cr rcgerd{nE our F€Fort3 l3 r.a.rvcd pandlng our|||ltt.n approvql.
SrDpl.s xill b€ dispoaad oi.ft€r" t.itlng la complctcd unlara otheF rFr.ngemants ara lgreed to ln lr!''ltlng.
A membor of thc B!! group of corttpanla! Fr*fi |r. dEta?r t/et
o
CHEN.NORTHERN, INC.
cotsuLTI[G El{GIXEERS Atf} SCI EII t STS
REPORT OF CONSTRUCTION ACTIVITIES
T0: l.lEcl,l Enterori ses J08 ll0. 4 178 93-3 oATE: 10-14-93Attn: Eustaquio Corti na
P.0. Box 3149Vail, C0 81658-3149 DAILY REPORT l{0. ll8 SHEET I 0F Z
PR0JECT: Liftside Bulldlng east of Uesthaven Drive and tlestin Hotel , South Frontage Road llest, Vail, Colorado.
IIEATHER C0I{DITI0NS AliD TEITPERATURE: 0vercast - Liqht Rain - 48 degrees F.
COI{TRACTOR'S COIISTRUCTIOI{ ACTIVITIES
PERSOIII{EL:
llAJoR EQUIPIIEiIT: 1 3301 Hoe, ? |lacker Packers, I l,likasa l{alk-Behind Sheepsfoot Roller,
ACTIVITIES: Contractof backfllled between Grid Llnes te-13, l-Q. contractor startid backftlltng
around Diers for access stairs at Lift 20.
CHEN-TIORTHERII'S SITE ACT1V ITI ES
l{e conducted in-plaee nuclear densi ty tests at the request of the contractor. lle observed the
contractor starting to backfl ll around piers at access stairs at Chair Lift t{o. 20.
l,le picked up cylinders cast on 0ctober 13, 1993.
VERBAL COI.II.IUII ICAT I OII UI TH COI{TRACTOR, EII6 I I.IEER, ARCH I TECT,
di scussed test results vith the contractor.
OIINER
!le
C()PIES: R.A. Nelson & Associates, Inc.;J V A, Inc.; &{athrcy Pratt Schultz; To*n of Vail;l
I Brian Scanl an Fred R. cameron
I FIEID 0BSERVER APPR0VED BY
As a nutual Diotcctlon to cllsntg. the Dubllc lnd ours.lv.s, rll raports !r! iubmltt.d.s th. corfldant{.I proP.l'ty ot oul cll€nt3. lnd
iiu'"iijiii.['i.. wili.ilt.n oi-ii"i!""ii. c""jiu"r"ni-o".itiectr-from or rrgqratng our r.port3 lE r.s.r.v.d icndlng-our wrlttan rpProval.
Srmples rill bc disFo6ed of aftlr t€stlng ls complctcd lnl.6i othar effrngen€nts ar€ agr€rd to in wrltlng.
A nember ot th. !!S group of conpenles
CHEN.NORTHERN, INC.
CONSULIIflG E}I6I}IEERS AiF SCIE TTSTS
REPORT OF FIELD NUCLEAR DENSITY TESTING
T0: llECl'l Enterpri ses JoB tlo. 4 178 93-3 DATE: 10-14-93Attn: Eustaquio Corti na
P.0. Box 3149Vail, C0 81658-3149 DAILY REP0RT l{0. 118 SHEET 2 0F 2
PROJECT: Liftside Building, East of yesthaven Drive and l{estln Hotel, South Frontage Road Uest, Vail, Colorado.
SPECIFICATIOI{ COI,IPACT IOI{ & ITATERIAL
illl{Il{UH REQUIREO II{-PLACE DEI{SITY: 95X AS DETERl,ltllED 8Y: ASTII D-698
C0I{STRUCTI0I{ C0i{TRACT0R: Stan l,liller, Inc. TEST L0CATI0I{S yERE SELECTE0 8Y: Chen-l{orthern
TYPE AllD llUllBER 0F EARTH l,lOV ItlG U]{ITS: 1 Backhoe
TYPE AND llUllBER 0F C0I|PACTIOI{ UI{ITS: t Sheepsfoot, 2 Uacker Packers. THICKilESS 0F LIFT: 72"
METHOO 0F ADDIT{G I,I0ISTURE: llater Truck llUl,lBER 0F PASSES: As Requi ned
TEST
0.
LOCAT I OI{
l*BT0t/=Bel otr Tot
DEPTH OR
ELEVATION
(FEET)
of tla l I
PERCENT
(RELATIVE/
fiAr(IfiUil)
OBTAII{ED
SOIL TYPE
ltAx I l.tuM
DRY
OEl{S ITY
(pcf )
0PTIt{Utl
1'{OI STURE
CONTEI{T
(x)
DRY
OEIISITY
(PcF)
HOISTIRE
c0t{TEt{T
(x)
I
IA
Grid Lines
Y and 16.5
Retest of #1
6rld li nes
13 and S
5', BTotf.
5' BTof'
7' BToV
121 .8
1e1.8
121 .8
lr.c
11.5
lno ?
109.7
107.5
10 .7
ll.l
7.0
90
90
88
Sandy Gnavelly Clay
Sandy Gravelly CIay
Sandy Gravel ly Cl ay
FULL T]ME OBSERVATIOX X PART TII.IE OBSERVATIOII
ftrrs nEF6FipneseNTS oprNto{s FoRrlED As A REsuLT oF oun oISEEVirrots oF FILL pLAcEMENt. t,|E HAVE RELIED oN THE coNrRAcroR To
CONTINU€ APPLYTIIG THE N€COIII€XDED CO',IPAC'TYE EFFON] AND I,'OISTURE TO FILL DURINS TH€ TIMCS WHEN OUR OBSERVER TS HOT OBSERVING
OPERAIIONS. TESTS ARE T.{ADE OF THE FILL oiILY AS BELIEVED NECESSARY TO CALIBRAIE Ci,|R OSS€iVER'S JUDGEMET{I. TESI OATA ARE IIOT
THE SOL€ SASIS FOR OPINIOT{S OtI YHETHER THE FILL MEETS SPECIFTCATIONS.
THE I{UCLEAR OENSOI,IETER I.IETHOD OF TESTITIG I.'AS USED II{ SUBSTAI{TIAL ACCORDAIICE T'ITH ASTfI 02992 AI{O O3OI7.
PRELil,tIt{ARY 0ESERVATI0}|S A1{D/0R TEST RESULTS VERBALLY REPoRTED T0: Jeff
PROGRESS REPORT:
C0PIES: R.A. llel son & Associates, Inc.;
J V A, Inc.i Gvrattmey Pratt Schultz;
Tonn of Vail;
Erian Scanl an Fred R. Cameron
FIELD ()BSERVER APPROVED BY
As ! mutu.l Frot€etlgn to cll€ntt, th. publlc and our3€lvesr .ll |.eport! rr.3ubmlttad as thc confld.ntlll pt"oPal ty of _our cllant3'
and authorlzitlon lor publlcltlon of itatament. conclrilons oi.xtr.ctr fro.r or raglrdlng our rcport3.l.E r.s.r"vcd, Pandlng ouF Y|"{tt.n
.pprovrl. SrhFla3 wlli b. dl3poscd of aftcr testlng 15 conpl.tad unlcri oth.r .rrlngdl|lntt arc agr.ad to ln writlng'
A memb.r of th. E!! group of co panl.t
CHEN-NORTHERN, INC.
clftsuLl I llc ErGrl{EERS AXD SCIEI|lISTS
REPORT OF CONSTRUCTION ACTIVITIES
T0: IIECM Enterprises JOB t{0. 4 178 93-3 OATE: 10-24-93Attn: Eustaquio Corti na
P.0. Box 3149Vail, C0 81658-3149 oAILY REPoRT t{0. 17 SHEET l0F I
PR0JECT: Liftside Building east of Testhaven Drive and l,resti n Hotel , South Frontage Road Uest, Vail, Colorado.
WEATHER COI{DITIO'IS AITD TEI.IPERAIURE
COI{TRACTOR'S COIISTRUCTIOII ACTIVITTES
PERSOIiNEL:
ilAJOR EQUIPr,rElrT:
ACTIVITIES:
l{one
CHEI{-I{ORTHERII'S SITE ACTIVITIES
Two sets of cyl i nders were picked up and transported to the laboratory in Glenwood Springs.
They lrere then stripped, rnrked and placed in the cure room.
VTRBAL COI,II'IU}I I CAT I OITI I'I TH COI{TRACIOR, E]{G I I{E ER, ARCII I TECT,ol{ilER
CoPIES: R.A. l{elson & Associates, Inc.
J V A, Inc.; Gwathrcy Pratt Schultz town of Vai I
Bil ly Barbour
and Sandi Cody
FIELD OESERVER
Fred R. Cameron
APPROVEO BY
As a nutual piot.ctlon to cllant3, tha publlc rnd our3€lvcs, .ll r..port..r€ subnitt€d .3 th. co.nfldontl.l. Proparty of o,urrIlerts. and
irtrt"iiiiti"i i"-i puoti.i1ton of iiatenrirt. conclsrton6 or citrrctr iron or rcgrrdlng oqr t'.poits i3 ies.rv.d P.ndlng our flrltt.n rPFPovrl.
S.nplaB wlll b. dispo3.d of attar tartlng ls compl€t.d unl.sr oth.r lrrangdr€nts.ra agr.ed to ln Hr{tlng.
A msrber ot th. EI! Eroup of co||tp.nl.t
CHEN.NORTHERN, INC.
coltsulT I t'tc Et{Gtx€ERs Alto sctE}tTIsTs
REPORT OF CONSTRUCTION ACTIVITIES
PROJECT
l,lEcl,l Enterprises JoB 1{O, 4 178 93-5 DATE: 10-26-95Attn: EustaquioCoftin6
P.o. Box 3149
Vail, CO 81558-!149 DAILY REPoRI lto. 18 SfIEET 1 OF 4
: Liftside Buitding east of lt€sthEven Drive and llestin llotel, South Frontoge Road t{est, Vait, Cotorado.
REPORI OF STRUCTURAL STEEL
Per ctient's request, I ras on-site to inspect the fabrication of Hetding procedures. stee(
fabrication and botting at Zi{|*or lrdustries.
I Has at Zimkor to perfom Uttrasonic testing srd ilag. Particte testing on futt perEtration setds.
There r€re 13 pieces rith singte joints and 3 rith dor$te joints. Tretve pieces r.ere 3/8- ihch
thickness and 4 pieces Here 3/16-inch thickness. The steel Hith 3/16-inch thickness had to be ag.
Particled in the root ard Uttrasonicatty tested on the ftanges. Th€re eere 2 pieces that shoHed
signs of poor penetnation, These pieces rere ground out and nepai red on-site ard retested. At[
other insp€ctions revea Ied satisfactory resutts.
See Sheet 2 of 4 for l.D. llurbers.
R.A. Netson & Associates, Inc..Attn: llr. Rick Agate; IJ'v'4" lnc';
charLes Beckham tt fred R. cameronG,athrcy Pratt schultz; r FIELD oBsERvER AppRovED By
COPIES:
AE . muturl pr.ot.ctlon to cllantt, th. publlc lnd ourr.lvas, ltl r.por.t3 ri. ruhNnlttcd .3 th. confid.ntl.l proP.rty of o||P cll.nt.. .rd
ruthorlz.tlo; tor publlc.tlo|,| of 3tat.m.nt, Concl{rlons or.xtrlcts from or ragardlng our r€ports l3 ietcrv.d p€ndlng osr ||rlttan rPProv.l.
Sanples wlll b. di.pos.d of rtt.t t.rtlng lr cftlplct.d unl€i! dth.r .rrrngdnanta !r. rgrced to ln *rltlng.
A nenb€r of tha E!! gtoup of ca|nprnlca rqr rn. st6l@r 6/'r
CHEN-NORTHERN, INC.
coilsulrI[G ElrcmEERs AxD sctEt{T I sTs
REPORT OF CONSTRUqTTON ACTIVTTTES
I0: l'lEctlEnterprisesAttn: Eustaquio Cortina
P.0. Box 5149
vai t, C0 81658-3149
PRoJECT: Liftside Bui lding Esst
JoB 1{o. 4 178 93-3
DAITY REPONT [0. 18
of Vesthaven Drive ard Uestin llotel. south Frontage
I.D. IIIJI'I8€RS FOR ULTRASOIIC TESTIIIG/I{AG. PARTTCLE II{SPECTIO
1335A - 13148
1318A - 13148
1525A - 1316A
1332A - 1316A
13?9.A - 1316A
1314A - 13108
1331A - 1311A
1319s
1319A
J V A. Inc.; GHathrcy Pratt Schuttz; IIor*r of Vail, Attn: t{r. D6n staneki II charles Beckham ll| ---_ _
DATE: l0-e6-93
SHEET 2 OF
Road gest, Vai [,
tred R. Cameron
4
co I orado.
As a tiutual protactlon to cllerts. the p{rbllc lnd our.3olv€s, all Fcpoits .re rlbmltt€d a5 thc confld.ntf!l propar^ty of our cll.nts, andtuthorlzltlon fot'publlcatlon of strt.mant, Concluelon5 or cxtract3 froar or raErrdlng our reports l3 rGsarved pandlng our t,rlttan aFproval.Srnplos will h. dl3po3.d of aft.r testthg 13 conplctcd unles3 oth.r rrrangc eitt ar:c agrcc-a to In wrtttng. -
A m€rnber of th! !I! gr'oup of conFrnlcs ror rr, cr-l.aa iret
CHEN-NORTHERN, INC.
co{tsulT t lrc EltGmEERs Alt0 scIE}tTIsTs
REPORT OF CONSTRUCTION ACTIVITIES
lo: l{€cf4 Enterprises J(ts [o. 4 178 ql-3 DATE: 10-26-95
Attn: Eustaouio cortina
P.o. Box 3149
DAI LY REPoIT ilo. 18 SI{EEI 3 OF 4vai l, co 81658-3149
PRoJECI3 Liftsid€ Buitdihg east of Uesthaven Drive and gestin {otel. south F.ontag€ Road tlest. Vait, Colorado.
REPORT OF STRUCTUMT STESL
Per cli€{rt's r€qrest, I Has on-site at Zinkon Fsbrication facitity to test the fotLoHing futt
penetnation Helds. There Here a total of 13 singte joints. There Here 3 do|.bt e joints. The
fotloring pieces of steel Here either Ultrasonicalty tested or l,lagnetic Particled, dependi ng on
thickness. u.T. insp€ction revea led 2 pieces, l.D. lubers 133?A ard 1314A, had poor penetration.
contractor grotrd out the unacceptabte portion and rerelded to acceptabte criteria. Att other
pieces rere acceptable to testing procedures.
see sheet 4 of 4-
COPIES: n-A. Nelson & Associates, Inc,,Attn: [r. Rick Agate;
J.v.A., lnc.;
GHathney Pratt schul tz;chartes Beckhan tl Fred R. Caneron
FIELD OSSERVER APPRWED BY
Ai ! mutu.l .protcctton to cllentsi the publlc rnd olrralvG3, rll rsports lrc rubotltt€d rt thr cortld.ntial proPaFty of our cll6ntr' rnd
lutho|-ltrtion fo|^ Fubltcrtton of statdtant. Conclu3lons or Grtracta irorn or regardlng our rcpor-ta l3 rcacrvad pcnding-osr rrlttan aPptovtl '
Samples wtll b. dirposcd of tfter taitlng l! conpl.tsd unlcts othci .rr.ngatnant3 rrre.grccd to In wrltlng.
a ;6n|bcr of ttrc 414 grouP ot coliplnlca torr ro' d'r''lr 3/er
CHEN.NORTHERN, INC.
co s:t LTIltG €ilGmEERS AltD SCIEI|TISTS
REPORT OF CONSTRUCTION ACTIVITIES
l0: HEC Enterprises J(ts ilo. 4 178 93-3Attn: Eustaq.iio Cortina
P.0. Box 3149vait, co 81658-3149 DATLY REPoRT t{o. 18
PROJECT: Liftside BuiLdirE East of tlesthaven Drive and lJestin Hotet, South Frontage
l0: HEC Enterprises J(ts ilo. 4 178
Attn: Eustacpio Cortina
P.0. Box 3149
vait, co 81658-3149 DATLY REPoRT t{o.
PROJECT: Liftside BuildirE East of tlesthaven Drive and Hestin Hotel., South Fro
-3l8.'Thickness -3116" Thickn€ss
U.T- Inspected ilag. Partict€d
I .0. flu$ers t.D. {u$ers
'13554 1516A
1318A 1316A
1523A 1316A
l35ZA 1311A
t 329A
1314A
13148
1331A
13108
13't 9A
13148
15108
coPlEs: R.A. lletson & Associates, Inc., Attn: 1,1r. Rick Agate;
J V A, Inc.,' GHathrney Pratt Schuttz; I
Tom of vait, Attn: ilr. Dan Stanek; I
I Chartes Beckham llI FIELD T}BSERVER
-3l8.'Thickness -3116" Thickn€ss
U.T- Inspected ilag. Partict€d
I .0. flu$ers t.D. {u$ers
'13554 1516A
1318A 1316A
1523A 1316A
l35ZA 1311A
t 329A
1314A
13148
1331A
13108
13't 9A
13148
15108
DATE: 10'26'93
SHEET 4 OF 4
Rosd tlest, Vait. Colorado.
Fred R- cameron
APPROVED BY
A3 ! mutqel protcctlon :o cll.nta. tha public and ourr.lv.i, !ll r'.For.t3 ara aubmltt.d a3,th. contldontlll proPlrty ot our cll'nt3' tnC
ruthort:.tton fo'. pubttclttor of rt.t.rE;t. concluslons or.rtRcts irom or rcanJ.dlng our r.port3 ls t"...rvrd pcndlng our Yfltt.n.Pprov.l'
Simptes "iii lr disposcd of aft€r t.stlng ls cofipl€t.d urless othsr iFrlng.mantr aic agrccd to In rritlng.
A;strb.r of ttrc g$ group of comP.nl.5 rd'|j' ci€rcr 6/et
CHEN.NORTHERN, INC.
@]tsuLT I ltc EitcIl{EERs A]{D SCtEltrlsrs
REPORT OF CONSTRUCTION ACTIVITIES
T0: MECII Enterpri ses J08 l{0. 4 178 93-3 DATE: 10-27-93
Attn: Eustaqulo Corti na
P.0. Bor 3149Vail, C0 81658-3149 DAILY REPORT ilO. 19 SHETT 1 0F 2
PRoJECT: Liftside Eullding east of t{esthaven 0rive and t/estln Hotel , Soqth Frontage Road lJest, Vail, Colorado.
IIEATHER COIIDITIOIIS AI{O TEI,IPERATURE
CONTRACTOR'S COI{SIRUCTIOII ACTIVITIES
PERSO EL:
MAJOR EQUIP}IENT:
ACTIVITIES:
CHEN-IIORTHERI{'S SITE ACT IVITI ES
l{e performed two density tests on Unit.8-12. Both tests passed.
VERBAL C0llt'tullICATI0N tIITH C0NTRACT0R, EllGIllEER, ARCHITECT, 0l'ltlER
COPIES:
J V A,
R.A. lllelson & Associates, lnc.lnc.; Gwatlmey Pratt Schul tz fown oi Vait;j
Sandi R. Cody
FIIID OESERVER
Fred R. Caneron
APPROVED 8Y
A3 a rButull prot€ctlon to clic'ltc, thc puhllc.nd our3€lvos, ill icportr ara lubhltt.d .r th. conlld.ntl.l- proF€t'ty of our.cllGnt3' lnd
a||thorlzatloil for publlc.tion "t'ii"i.in [i, conci,r;i;n3-or-iitrrct* inanr ot^ ragrrdlng our reportr l, r€s.re€d i.ndlng our wt'lttan aPprovrl.
S.hplca wlll bc dfrpo3ad of !ft.r ta3tlng ls complatcd unlc53 othcr frrngf,mrt3.rc ogr.Gd to ln t|rlting.
A ncrnber of th€ El! group o,t comprnl.r
CHEN.NORTHERN, INC.
. CONSULTII{G EI{GIIIEERS AIE SCIETITISTS
REPORT OF FIELD NUCLEAR DENSITY TESTING
T0: llE0ltl Enterpri ses JOB ll0. 4 178 93-3 OATE: i0-?7-93Attn: tustaqui o Corti na
P.0. Box 3149Vail, C0 81558-3149 DAILY REPoRT 1{0, 19 SHEET 2 0F 2
PR0JECT: Liftside Building, East of tlesthaven Drlve and lrestln Hotel , South Frontage Road Uest, Vail, Colorado.
SPECIFICATTOl{ COI,IPACT I OI{ & IiIATERIAT
l-llilli{t||{ REQUIRED fil-PLACt OEIISITY: 95X AS OETERttlll{ED 8Y: ASIII D-698
CoNSTRUCTIoII 0OilTRACT0R: R.A. l{elson & Associates. In6. TEST toCATIollS IJ€RE SELECTED BY: Chen-l{orthern
IYPE AI{D I{UIIEER OF EARTH I.IOVI IIG UI{iTS:
TYPE AIID IIUI,IBER OF COI,IPACTIOI{ UI{ITS:
I.,IETHOD OF ADDII.IG IIOISTURE:
THICKI{ESS OF LIFT:
IIIJI,IEER OF PASSES:
TEST
l{0.
LOCATIOI{
uni t 8-12
DEPTH OR
ELEVAT I OI{
(FEET)
LABOl IATORY FI :LD
PERCENT
(RELATIVE/
MIII,IUI.I)
OBTAI I{ED
S()IL TYPT
ltAxIl.tuM
DRY
DEIISITY
(pcf )
OPTII,IUM
}IOISTURE
COI{TENT
(x)
ORY
oil{sITY
(PcF)
IIOISTURE
coilTEt{T
(%)
3 l{ortheast Corner
Southwest Corner
???
??1
121 .8
121 .8
11.5
It.5
118.3
117.9
9.9
8.7
97
97
Sandy Gravel iy Cl ay
Sandy Gravei ly Clay
FULL TII,IE OBSERVATIOI{ X PART TII.IE O8SERVATIOI{
THIS REPoRT FRESENIS oPINIoNs FoRI'IEo As A RESULT oF oUR oBsthVATtoNS oF FILL PLACEM€NT. I.iE HAV€ RELIED ON THE CONTRACTOR TO
CONTINUE APPLYIT{G THE RECO|.i.iENO€D co|,lpAcllvE EFFoRT AHD I'IOISTURE lO FILL [X,RI C lH€ Tl eS wH€N OUR OSSERVER IS NOT OESERVIT{G
OPERATIONS, IESTS ARE l,tADE OF THE FILL oNLY AS SELIEVED I{ECESSARY TO CALISRAT€ OtR OASERVER'S JUDGEMENT. TESI DATA ARE ilOT
IHE SOLE BASIS FOR OPI}IIONS O II}IETHER TH€ FILL MEETS SP€CIFICATIONS.
THE I.IUCLEAR DEIISOI.IETER I'IETHOO OF TESTIIIG UAS USED IN SUESTA}ITIAL ACCORDAI{CE UITH ASTI'I 02992 AIID D3OI7.
PRELII'lII{ARY OBSERVATI0I1S AllD/0R TEST RESULTS VERBALLY REP0RTED T0: Dave
PROGRESS REPORT:
COPIES: R.A. llelson & Associates, Inc.;
J V A, Inc.; Gwattnney Pratt Schu'ltzi
Town of Vail;
Sandi R, Cody Fred R' Cameron
FTELO OBSERVER APPROVED BY
A3 . mutual pr.otcctlon to cllant3, the publlc ind our3!tv€sr .ll rcportr r|.a arbttltted !3 th. confldentlrl FroP€rty of ollt^ cll.ntJ'
and authorlzatlon fo|. Dubllcrtlon of statdrantr conclualoni or extriets frot|| or |"€glrdlng our r€poftl- f5 rcscrvcd. pandlng aui flrltttn
approvrl. Sanplaa wlli bc dlspoE.d of rttcr te3tlng t3 complet.d unl.!3 oth.i aFrrngdn.nts arc .gra.d to ln wrltrng.
A n€flbcr of th. !!! group of comp.nl.i
CHEN.NORTHERN, INC.
CO}ISULTI IIG EI{GINEERS AIID SCIETITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: ilECl{ Enterprises J08 ll0. 4 178 93-3 DATE: 10-21-93Attn: Eustaqul o Cortl na
P.0. Box 3149 SHEET I 0F ZVail, C0 81658-3149
PROJECT: Liftside Building, east of Uesthaven Drive and l{esti n Hotel , South Frontage Road llest, Vail, Colo.
PLACEI-IE]{T LOCATI0i{: E'levator Tower "Cx, 0' to 2' of pour.
BATCH TICKET IitF0RllATION SUPPLIER: lrestern Mobile
TRUCK N0. LL7 TICKET lto. 0l 0960 ltIX DESiGN ll0. 44
TIME BATCHTD: 2:01 Pll TIl,lE ARRIVED: 2:15 Ptl TIl,lE PLACED: 2:46 Pl'l-CU. YD. L0A0/ACCUM: 7/?8
FIELD TESTING I ITFORI'IATIOiI
TIl,lE TEST TAKEN: 2:50 Pl,l
JOB SPECI FICATIOI{S:
SLUl,lP:31/4 I1{.
SLUIIP: ltlax.4 I ll.
AIR
AIR
SAI,IPLE TE[IP:
C0tlTEl{T:4.5X
C0l{TEtlT: %
57 'F AIR TEl,lP: 65 "F
lrlET UNIT }JEI6HT: 142.4
!,ATER AODED AT SITE 6 GAL.
CYLINDER INFORI'IATION
N0. 0F CYLII{DERS: 6 CYLIIIDER SIZE: 6"x 12" TIME CYLITIDERS CAST: 2:55 Pl'l IIHERE CAST: 0n-Site
cuRI 6 IllF0RilATI0
Il{ITIAL CURE: 24 hours 0n-Site
DATE RECEIVED AT LAB: 10.22-93
FIELD ST0RACE FACILITIES: Cure Blanket
BY: Bri an Scanian f,ll N/l'lAX
AGE
DAYS
DATE
TESTED
TOTAL LOAO
(LBS}
D I AI'IETER
(rt{cHEs)
AREA
(sQ Il{)
co P . sTR.
(PSr )
TYPE OF
FRACTURE
CYL I1{DER
UEIGHT
(L8s)
CYLIIIOER
UIIIT IIETGHT
( PcF)
7A
7A
2SA
284
28A
284
70-28-93
l0-28-93
11- t8-93
1l - t8-93
i I - 18-93
I1-t8-93
1r 7,500
110,500
162,500
161 ,000
161,000
156,500
o-u/
6. 07
6.08
6.09
6 .07
6.08
28.94
28.94
29.03
29. 13
28.94
29.03
4060
3820
5600
(( ?|l
5560
53 90
shea r
shear
shear
shear
shear
shear
OESIGN STREI{GTH 4OOO PSI @ 28 DAYS
TESTS BY LABoRAToRY PERSoill{EL ARE Iil ACCORDANCE trlTH APPLICABLE ASTl.l l,lETruDS UI{LESS 0THERUISE NoTED
SOME INFORUATIO}I OF TEST REPORT i.IAY 8E PROVIDED 8Y OTHERS
RE}|ARKS:
COPIES: R.A. elson & Associates, Inc
Town of Vail; Uestern Hobilel
J V A, Inc.; Gwattrmey Pratt Schultz B. Scanlon Bobby J. Hays
FIELD OBSERVER APPROVEO BY
A3 . nutucl protactlon to cll.nts, th€ public lnd ouri.lvls, !ll r.ports !i.6ubtrltted.r tha confidlalti!l property of
cllGnt3, lhd ruthorlz.tlon for Fub'llcatloh o.f itltemcnt3. Conclqslons or cxtfactt lrom or regrrdlng oo|. r€port3 l5 raacrvao
p€nding our wrlttcn .pprov{I. SanFl.i wllt be dlsposcd of.fter tcstlng lr complatad ||nlcss oth€r rir.ng€|n€nts rgr.cd to'in writing.
A m€mber of th€ !!! group ol comp.nl€3 Forrt No. Cl.lEll3A 6/9t
CHEN.NORTHERN, INC.
COI{SULTING ENGII{EERS AI{O SC ] EIIT ISTS
REPORT OF CONCRETE TEST CYLINDER DATA
Ar ! mutual pfotcetlon to cll.nts, the public.rd ours€lv€3r .tl rcports rr€ tubm{tt€d !s the confidjehtl.l Frop€rty of
cllcnts, rnd itthorlzatlon for publ.lcrtlon ot statemcnt.. Conclsslont or Gxtrrct$ trom or r€garding our r€Ports,ls-r"servcd
pcndlrg otr wrlttan approval. Sanples wtll b€ dlspos€d of aft€r testlng l! conpleted unlass other .rrrngtments {9r.ed lo
ln wrltlnq,
A il;il;"3i th. E!l! sroup of corrrp.ni€s Form o. cMEtl3A 6/sl
T0: MECf'l Enterpri ses J(lB t{0. 4 178 93-3 DATE: 10-21-93
Attn: Eustaauio Corti na
P.0. Box 3149 SHTET 2 0F 2
VaiI, C0 81658-3149
PR0JECT: Llftside Bulldlng, east of Vesthaven Drive and llestin Hotel , South Frontage Road Uest, Vail, Colo.
PLACEI.'IEi{T LoCATI0t{: Elevator Tower "C"
BATCH TICKET Il{F0Rl,lAIIoll SUPPLIER: tlestern l.lobi le
TRUCK 1{0. 161 TICKET tto. 01 0966 lllx DESIGI| ll0. 44
TIME EATCHE0: 3:14 PN TII'IE ARRIVED: 3;20 Pll TIttE PLACEO: 4:05 PM-CU. Y0. LOAD/ACCUM: 7156
FIELD TESTIIIG I iIFORI,IATION
TIME TEST TAKEI{: 4:10 Pll
J()B SPECIF I CAT IOI{S:
SLUIIP: 4 lll.
SLUIIP: l,lax.4 IN.
SAMPLE TEiIP:
AIR C0NTENT: 4. ?1
AIR CONTENT: %
67 "F AIR TEiIP: 60 .F
UET UI{IT UEI6HT: 74?.1
UATER ADDED AT SITE 7 GAL.
CYLINDER I NFOR},IAT IOII
l{0. 0F CYLITIDERS: 6 CYLII{DER SIZE: 6"x 12" TIl,lE CYLIT{DERS CAST: 4:15 Pll IIHERE CAST: on-Slte
cuRIilG l ilFoRllATl0N
IIiITIAL CURE: 24 hours On-site
DATE RECEIVED AT LA8: 10-24-93
FIELO STORAGE FACILITIES: Cure Blanket
BY: Brian Scanl an l.l I l{/llAX
AGE
DAYS
DATE
TESTED
TOTAL LOAD
(LBS)
D I AI'IETER
( rNcHEs)
AREA
{sq rfl)
COMP.sTR.
(PSI )
TYPE OF
FRACTURE
CYLINDER
VEI6HT
(LBs)
CYL I I{t)ER
UI{IT UEIGHT
(PcF )
7B
78
28B
288
?88
288
l0-28-93
10-?8-93
l1- 18-93
11-18-93
11-t8-93
I I - 18-93
i 17 ,000
116,500
157,000
r52 ,500
147 ,000
15t.000
6.05
6.09
6.08
6.08
6.04
6.08
28. 75
29. 13
29.03
29.03
28 .65
29.03
4070
4000
5410
5250
513 0
5200
snear
snear
shear
snear
shear
shear
DES IGI{ STRENGTH 4OOO PSI @ ?8 DAYS
TESTS BY LABORATORY PERSOI{I{EL ARE II{ ACCORDAIICE IIITH APPLICASLT ASTI.I I.IETHOOS UI{LESS OTHTRT,ITSE IIOIED
SOME II{FORMATIOI{ OF TEST REPORT I,IAY 8E PROVIOED BY OTHERS
REI.IARKS:
COPIES: R.A. l{el son & Associates, Inc
Town of Vai'l ; Western Hobile;
J V A, Inc.; Gwathmey Pratt Schultz Brian Scanlon Bobby J. HaYs
FIELO OBSERVTR APPROVED 8Y
CHEN-NORTHERN, INC.
COIISULTII{G EIIGII{EERS AIIO SCI E]{Ti STS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: HECM Enterpnises JOB 1{0. 4 178 93-3 DATE: LO-ZZ-llAttn: Eustaoulo Corti na
P.0. Box 3149 SHEET I 0F 1Vai1, C0 81658-3149
PROJECT: Liftside Building, east of Uesthaven Orive and Vestln Hotel , South Frontage Road Uest, Vail, Colo.
PLACEI.IEI{T LOCATIOI{: Elevator g Core l|all, Lines J through K, 25 & 26.
Elevation l0l'.
BATCH TICKET itlFORl'lATIOll SUPPLIER: yestern ilobi]e
TRUCK N0. 150 TICKET t{0. 010988 MIX DESlGlt ilo.
TIME BATCHED: 12:14 Pl,l TIHE ARRIVED: 12:25 Pll TIIIE PLACED:12:40 PI(-CU. YD. L0AO/ACCUI|:
FIELD TESTIIIG II{F0RUATI0I{ SAI4PLE TE}IP: AIR TEIIP: -- oF
TII{E TEST TAKET{: --- SLUiIP: --- IN. AIR C0t{TEflT: -- I VET UI{IT IIEJGHT:
JOB SPECIFICATI0I{S: SLUMP: 4 lll. AIR C0tiTEl{T: 4.8X VATER ADDED AT SITE --- 6AL.
CYLIIIDER I NFORI.{ATI OII
N0. 0F CYLII{DERS: 6 CYLII{DER SIZE: 6"x 12" TIIIE CYLIT{DERS CAST: 12:45 P1'{ I{HERE CAST: 0n-Site
CURIT{G IIIFOR},IATIOI{
INITIAL CURE: 0n-Si te
DATE RECEIVED AT LAB: 10-25-93
FIELD STORAGE FACILITIES :
8Y: Sandi R. Cody t'll ll/MAX
CYLI DER
UI{IT UEI6HT
(PCF)
OESIGN STREIIGTH 4OOO PSI @ 28 DAYS
TESTS BY LAEORATORY PERSO}IIIEL ARE II{ ACCORDANCE I,I]TH APPLICABL€ ASTI.I I,IETHODS UNLESS OTHERIJISE IIOTTD
SOI,IT I I{ FORTIAT I Ot{ OF TESI REPORT ].|AY 8E PROVIDED BY OTHERS
REI'IARKS:
Sandi R. Cody Bobby J. Hays
O I AI,IE TER
( I llcHES )
CYL] I{DER
l{E I6HT
(LBs)
l0-e9-93
l0-29-93
l1- l9-93
t I - l9-93
l1- l9-94
11-19-93
6.09
6.03
6. 03
6.03
6.04
6.03
3550
3550
4590
4410
4610
4620
103,500
101 ,500
t3l ,000
126,000
132,000
13?,000
shear
shear
c0n/shear
shea r
con/shear
con/shear
29. 13
?8.56
(o. fo
28.56
28.65
zo- ao
COPIES; R.A. t{elson & Associates, Inc.;
Town of Vail; llestern l,lobile;
J V A, Inc.; Gwathmey Pratt Schultz;
As r mutsrl protcctlon to cli.nti, the publ'lc
ellants, and authorltatlon tor publlcltloh ofpond{ng o{r rltt.n rpprovrl. S.mFl.3 yrlll b€ln rrltlng.
A mdnber of th€ EII group of cqttprnles
.nd ourselv€s, .'ll report3
Itatc ents, Concl u5l on5 ot'
dl spor€d of.fter te5'tlng
rrc slbnttt.d is tb€ confidi.ntlal prop€rty of
rxtracti ffom or ragardlng our raports {t i.sarvad
It cofiplatad unlaat othcr arrang€fi€nts tgrced to
For||t No. cl,tE113A 5/91
,.
,:r, f il ^/*i?"^tp
CHEN.NORTHERN, INC.
COiISIJLI I XG E}IGIIEERS AIID SCIEXTISTS
REPORT OF CONSTRUCTION ACTIVITIES
T0: llEC[l Enterprlses J08 0. 4 178 93-3 DATE: l1-l-93Attn: Eustaquio Corti na
P.0. 8ox 3149Vail, C0 81658-3149 DAILY REPoRT l{0. 20 SHEET 1 0F 1
PR0JECT: Liftsitle Building east of Uesthaven Drive and Vestin Hotel , South Frontage Road lfest, Vail, Colorado.
IIEATHER COIIOITIONS At{O TEI'IPERATURE
C()I{TRACTOR'5 COIISTRUCT]OiI ACTI VITI ES
PER5OI{IIEL:
TIAJOR EQUIPMENT:
ACTIVITIES:
CHTN-I{ORTHERII'S SITE ACTIVITIIS
lle arrived on-site for a scheduled concrete pour, which was delayed until it was finally
cancel 'led.
VERBAL COI'II.,IUNICATIOI,I lIITH CONTRACIOR, EII6]I{EER, ARCHITECT, OVIIER
COPLES: R.A. l{elson & Associates, lnc.
J V A, inc.; Gwathmey Pratt Schultz Town of Vai I; I
I
I
Sandi R. Cody
FIELD OBSERVER
Fred R. cam€ron
APPROVEO 8Y
Aa a muturl protactlon to cll.nt5, th. publlc rhd oursGlv€s, all r.ports lrc suhnltt6d.s the confldahtl.l propcrty of orr-cllcnts, lnal
eutiortzetloir for Dubltcatton or-ii"ili"fi] L-on-diir"i J" "- i iJii t "iit i i"",'i o. "igi"at"s our rcports lr r.t.rv.d ieniing-our nr'ltt.n rpprov.l.
Sampl.r vrlll b. di3poicd of aft.i teitlng la eo pl€tcd unl.33 othcr .rrrng.'t|.nt3 .r'. .gra.d to ln wrltln9.
A n$i6€r of th. EM gror.p of co|||p!r1.3
o
CHEN.NORTHERN, INC.
CO SULTTIIG EIIGIIIEERS AI{D SCIEiITISTS
REPORT OF CONSTRUCTION ACTIVITIES
T0: llECl,l Enterpri ses JOB lI0. 4 178 93-3 DATE: 1l-10-93Attn: Eustaquio Corti na
P.0. Box 3149Vail, C0 81658-3149 DAILY REP0nT 0. 2l SHEET I0F 1
PR0JECT: Liftside 8ui1ding east of llesthaven Drive and l'lesti n Hotel , South Frontage Road llest, Vail, Colorado.
UEATHER COI|OITIOI{S AIiD TEI.IPERATURE
COIITRACTOR'S COI{STRUCTIOII ACTIVITIES
PERSOIIl{EL:
r'tAJoR EQUI PHEi{r:
ACTIVITIES:
CHEN-NORTHTRN'S SITE ACT]YI TIES
lJe perfornred concrete testing, lncluding slump and air content. Two sets of cyl inders were
cast -
VTRBAL COI4I4UI{ I CAT I ON UITH COI{TRACTOR, EI{6II{EER, ARCHITICT, Ot.'flER
C0PIES: R.A. l,lel son & Associates, Inc.
Fred R. Cameron
APPROVED BY
Aa a n|utual prot€ction to cllcnts, thc publlc and ourralvo!, all rcport3 ar. 3ubnrlttcd a. th. confldcntl.l Prop.t^ty of ou.r.cIl.ntt. ald
iittr"iiiiiioi i"" p.lii"llt""'"i siatemeirt. concturions or extrrcts ]rorn or r€g.rdlng oui r.port3 l3 rG3.rv..l i.nd{ng our nrltt.n rpprov.!.
Srrnpla3 |llll b. dispo3.d of.ft.r tcstlng is cornplGtcd u|rlc.s other lrr.ng.ment3 arG 6gr'acd to ln $rrltlng.
' A tn.mber of th. !I! group of con|pAnlcr
CHEN-NORTHERN, INC.
col{sutTlllc El{G Il{EERs Al{D sctEt{TIsTs
REPORT OF CONCRETE TEST CYLINDER DATA
As r mutu.l protcctlon to cl{.nt3r th. publlc snd oursalv.6t .ll r.eport3 erc lubrlttcd 13 th. co7|tldl€ntl.l ProParty of
cll€nt9r lhd .rthorlzatlon tor publlcitlon of 3tttahanti. Corcl{tlcn3 or artra€lt fr.oar ot fcgard{hg olf PePort* l3 l-at€rv.d
pendlnS our Hrltt€n rpprovrl. Slrrplar wlll b. dltpor.d ot.ft.r tartlng li conplct.d unl.!t oth.a arrlng.ntent3 agFr.d to
A menb€r ;t the !!! group ot conp.rl.3 Forrn No. ci,l€113A 6/91
T0: llECll tnterpri ses JoB ll0. 4 178 93-3 SATE: l1-Z-93
Attn: Eustaqui o Cortl na
P.0. Box 3149 SHEET I 0F IVaiI, C0 81658-3149
PR0JECT: Liftside Building, east of tlesthaven orive and U€stin Hotel , South Frontage Road [est, Yail, Colo.
PLACEI,IENT LOCATIOII:Elevator Shaft A-2.
EATCH TiCKEI II{FOR!.IAITOI{
TRUCK flo. ---
TIME BATCHEO:
TICKET iIO.
TII{E ARR IVEO:
SUPPLiER:
ilIX DESI6N t{0. I
CU. YD. LOAO/ACCUM:TII,IE PLACEO:I
FIELO TESTINC IITFOR},IATIOII SA}'IPLE TEI.IP: -- "F AIR TE}4P: -. .F
TIl.lE TEST TAKET{: --- SLUIIP: --- Iil. AIR C0tlTEt{T:--- ,( llET U!{IT !{EIGHT:
JOB SPEC IFICATI0I|S: SLUl.lP: Il{. AIR COtlIEl{T: X TJATER A0DE0 AT SITE --- GAL.
CYLI}IDER I I'IFORI.IAT IOII
ll0. 0F CYLIT{0ERS: 4 CYLI}|0ER SIZE: 6"x 12" TII{E CYLII{DERS CAST: --- IIHERE CAST: 0n-Site
CURITIG I i{F()RI.|AT I OI{
II{ITIAL CURE: 0n-Si te
DATE RECEIVED AT LAB: ---
FIELD STORAGE FACILITIES:
BY: ---l,tIt{,/ilAx
ACg
DAYS
DATE
TESTED
TOTAL LOAD
(r8s)
D IAl.IETER
( I t{cHES )
AREA
(sQ Itl)
CotlP. STR.
(Psr)
TYPE OF
FRACIURE
CYL I IIDTR
UE I6HI
(LBs)
CYI IIIDER
UITIT UEIGHT
(PcF )
28
28
I l-9-93
1r -9-93
1t-30-93
I l-30-93
101,500
103 ,000
6.03
6.00
28.56
?8.?7
3550
3640
shear
shear
DEsI6II STREI{GIH 4000 PsI @ 28 DAYS
IESTS BY IABORATORY PERSOITI{EL ARE Tfl ACCORDAIICE I'ITH APPLIDABLE ASTH I.IETHODS UI{IESS OIHER}'ISE ilOTEO
SOTIE TI{FORI.{ATTOII OF TEST RTPORT I{AY BE PROVIOED 8Y OTHIR5
R€IIARKS:
COPIES; R.A. llelson & Associates, Inc
Town of Vai I ; llestern l'lobi I e;
J V A, Inc.; Gwattvney Pratt Schultz Sandi R. Cody Bobby J. Hays
FIELD OBSERVER APPROVED BY
WE ARE SENDING YOU gf nttacned
n Snop drawings
D Copy ot letter
g/via
Prints/sepias
Change order
Plans
Originals
Samples
LETTEilbF TRANSMITTAL
the following items:
! Specifications!
n
!
tr
n
n
i:a,'.1
DATE ll-71-7] | roar'ro.qutr
ro: T o. U, 8Ail0. Otef,
Dtlr,t SfArt eZ
RE: /-*YstyE
coPrFs OATE NO,DESCRIPTION
/m lapF+ oF €tlEr\) $LTHFA*, PEfun:T<
THESE ARE TRANSMITTED as checked below:
fl For aoproval
?to, uo* uu"
n As requested
!
n
n
Approved as submitted
Approved as noted
Returned for corrections
For your records
Revise and resubmit
For review and comment
PRINTS RETURNED AFTEH LOAN TO US
n
n
!
tr
N FOR BIDS DUE 19
REMARKS
ll encloqurcs arc not as noted, kindv notry us at once,
fREc'tp61, zs lggg
CHEN-NOHTHERN, INC.
CO}ISULTIIIG EIIGIIIE€RS AIID SC I EIITISTS
REPORT OF CONSTHUCTION ACTIVITIES
I0: llECll Enterpri ses JOB l{0. 4 178 93 DATE: 8-3-93Attn: Eustaquio Corti na
P.0. Box 3149
Vai l . C0 81658-3149 DAILY REPORT t{0. 5 SHEET l 0F I
PROJECT: Liftside Building, East of Vesthaven Drive and lJestin Hotel , South Frontage Road l{est, Vail, Colorado.
IIEATHER COiIOITIONS AI{D TEI,IPERATURE
COIITRACTOR'S COI{STRUCTIOI'I ACTIVITIES
PERSOI{NEL:
MAJOR EQUIPI,IEI{T:
ACTIVITIES:
CHEI{-NORTHERII 'S SITE ACTIV IT I ES
A jobsite vlslt uas made to observe the proposed on-site backfill sojls. It was reconmended
that the existlng fill material be screened to achieve the specified 6r'minus size or to import
a 6" minus backfi I I .
\le met with Dave Shriver of llel son-Zeeb Construction and advised him of these recomendations.
VERBAL COIIMUHICATIOI{ UITH COI{TRACTOR,ENGINEER, ARCHiTECT, OVNER
COP lES:
Fred R. Cameron
APPROVED BY
Ar q nutull prot.ctlon to cll€nts, thc publlc and o{rrielve3, .ll r.ports are lub|nlttGd.r thc confld.ntl.l propsrty of our-cli.nt3' lnd'""ti"i:iiiii.i'i"" -pi uii.iit"l'- "i sirtcnr.i't. conclusrons or sxtr.ct! irorn or resardlng our '€ports li res€rv.d pcndlng oqr llrl tten .pprovr 1 .
Samplca will be disposed of rfter tertlng is completed unlcas oth"r arr.ng!6ents .r€ rgr..d to l. wt"lting.
A m€mb€r of the !!E group of comp.nles
fI"%,\ L'\'F ^^r 1oq? '-i\
ii u\' l *JJ" -a'
P* ffi""*i g
Qrr,rrjP
CHEN.NORTHERN, INC.
CONSULTI t{G EIIGIIIEERS AIID SCIEIITISTS
REPORT OF CONSTRUCTION ACTIVITIES
T0: MECl,l Enterpri sesAttn: Eustaqui o Cortina
P.0. Box 3149VaiI, C0 81658-3149
PRoJECT: Li ftsi de Building east
JoB flo. 4 178 93-3 DATE: 8-31-93
SHEET I OF I
Uest, Vail, Colorado.
DAILY REPORT IiO, 4
of lJesthaven Orive and Vestin Hotel , South Frontage Road
VEATHER COI{DITIONS A}ID TE]'{PERATURE
COI'ITRACTOR'S COI{STRUCTIOI{ ACTIVITIES :
PERSONNEL:
i{AJOR EQUIPIIENT:
ACTIVITIES:
CHEI{-}IORTHERN'S SITE ACT IV]T I ES
Contractor did not show up on-site as scheduled. IJe had to go to another project. Technician
was replaced by another technician.
VEREAL COHilUfl ICATIOI{ I,/ITH CO}ITRACTOR, ENGINEER, ARCHITECT,ollltER
CoPIES: R.A. lelson & Associates, lnc.;
J V A, Inc.; Gwathrcy Pratt Schultz; Town of Vail;l
II Erian Scanlan Fred R' Cameron
I FTETO OBSERVER APPROVEO BY
As I outurl Fiotactlon to cll€ntr, the pub'llc and our.$elv.s, .ll raport3 lra subfilttad.r thc confldcntlrl property ot ou.r.clf.rtt' and
iiti.iiji{iofi'iJ pu6iicatioir'or siatcmeit. Conclusioni or eitractr -froar or rigiiding orr icpor-ts l3 F.rcrv.d [enifng-our Hrlttcn lPprovll.
slopla3 lrl1I be dlsFoscd of.tter t.rtlng l3 conpl€t€d unl€3r othar..rrang€m€nt3 lrc.gr.Gd to ln r.rltlng.
A .mb€r of th. !:! group of comp.nlcs
I
CHEN-NORTHERN, INC.
COIISULTING E]{GI IIEERS AIID SCIEl{TISTS
REPORT OF CONSTRUCTION ACTIVITIES
TO:l,lECil Enterprl ses
Attn: Eustaouio Corti na
P.0. Box 3149Vail. C0 81658-3149
JOB
DAILY
0.178 93-3 OATE: 9-20-93
REPORT I{0. 6 SHEET 1 OF I
PRoJECT: Liftside Building east of tlesthaven Drive and Uestin Hotel , South Frontage Road tlest, Vail, Colorado.
I.IEATHER COIIDITIOI{S AND TEI.IPERATURE
C0I{TRACT0R'S C0NSTRUCTI0II ACTIVITIES: R.A. Nelson & Associates, lnc, placed 4000 psi concrete.
PERSOIIIIEL:
l,lAJoR EQUIPIIEi{T: Concrete Punp, Concrete Vibrator.
ACTIVITIES:
CHEII-I'IORTHERN'S S ITE ACTIVIT I ES
lle cast four cyl inders from a sanple taken of the concnete, perfonrEd a slump and air content
test.
VEREAL COI,Ii,IUIIICATIOII I.lITH CONTRACTOR, EXGINEER, ARCHITECT, OVI{ER
COPIES:
J V A,
R.A. l{el son & Associates, Inc.
Inc.; Gwathmey Pratt Schul tz Town of Vai I ; I
I
Dan liei I I
FIELD OBSERVER
Fred R. Cameron
APPROVED 8Y
As r lirtual protcctlon to client3, the F$bllc rnd ouitclvcs, oll rspgrtt rra 3ubrrltt.d !s thc contldcntlll FroFeity of our cl{'ntt' and
cuthortrltton for pubr.rcltior ol 3trte drt. conclqrlohr or ext"""ts =irLr''ir-ilgiidiig -Jir ;p.it"-ii iiiiit-i icnirng-"r," wrlttGn rpprov'l '
Sarnpiii-wi f t be dispoiod of afte; t€stlng l5 conplatad unless other .rrqngefiant3 are agrecd to in r{rltlnE'
A m.ftb.r ot th. !.I! group of comp.rlet
CHEN-NORTHERN, INC.
COI'ISULTIt{G Efi6INEERS AI{t) SCIENT I ST5
REPORT OF CONCRETE TEST CYLINDER DATA
f.T::bF ocT 1ee3 Af 'fliiqli'lR'.f*t*irj
T0: MECII Enterprises JOB t{0. 4 178 93-3 DATE: 9-2-93
Attn: Eustaquio Corti na
P.o. Box 3149 sHEtT I 0F I
VaiI, C0 81658-3149
PR0JECT: Liftside Building, east of l{esthaven Drive and }Jestin Hotel , South Frontage Road }lest, Vail, Colo.
PLACEIIENI LoCATI0N: Stair and Elevator Core B, Approximate E]evation 90
BATCH TICKET INFORMATIOl{
TRUCK r.r0. u4
TIl,lE BATCHED: 3:25 Ptl
IICKET NO. 19?57
TIl,{€ ARRIVEO: 3':5?Pr't TIHE
SUPPLIER: l,estern l'lobl I e
lllX DESI6I{ l{0. l-ltx B
PLACEO: 3:55 Pll-CU.Y0.L0 D/ACCU!|: 7/21/27
FIELD IESTII,IG I ]'IFORMATIOI'I
TIME TEST TAKEl,l: 4:01 PM
JOB SPICIFICATIONS:
SLUMP: 3 3/4
SLUl,lP : Max. 4
IN.
Ir,r.
AIR
AIR
SAMPLE TEHP:
C0I{TENT: 5.8X
CONTENT: 4-8%
7I "F AIR TEI.IP: 60 "F
IET UI{IT I/EIGHT: 141.6
IIATER ADDEO AT SITE -- CAL.
CYL I IIDER I I'IFORI.IAT I ON
l.l0. 0F CYt Ilt0ERS: 6 CYLII{DER SIZE: 6"x 12" TII'lt CYTI DERS CAST: 4:11 Pl,l I,,HERE CAST: 0n-Site
CURING II{FORI.IAT I OII
Il{lTlAL CURE: 0n-Site FIELO STORAGE FACILITIES:
DATI RECEIVED AT LAB: 9-7-93 8Y: Mark Jensen Hlt{/l'lAX
A6E
DAYS
OATE
TESTED
TOTAL LOAD
(LBS)
D IAMETER
( I NCHES )
AREA
(sQ Itl)
COMP. STR.
(PS I )
IYPE OF
FRACTURE
CYL I IIDER
IIE iGHT
(r8s )
CYLI NDER
Ui{IT IIEIGHT
(PcF)
7
28
?8
28
28
9-9-93
9-9-93
9-30-93
9-30-93
9-30-93
9-30-93
103,500
101 ,500
137 ,000
1.33 ,500
140,000
13i .500
6.08
6.08
6.09
5.08
6.07
6.08
29.03
29.03
29. 13
29.03
28 .94
29 .03
3560
3500
4700
4500
4840
4530
snear
snear
snea r
shear
shear
shear
DES IGII STRENGTH 4OOO PSI O ?8 DAYS
TESTS BY LABORATORY PERSONI{EL ARE II{ ACCORDANCE lllTH APPTICABLE ASTM }IITHODS UI{LESS OTHERI'ISE NOTED
SOME II{FORI,IATION OF TEST REPORT I'iAY 8E PROVIOED 8Y OTHERS
REIIARKS: 6rid Lines 25 to 26 and F thru K, bedrock observation
CoPIES: R,A. llelson & Associates, Inc.
Attn: l,lr. Rick Agate.
llestern l,lobi le, Attn: I'tlr. Rick Seymour
J.V.A., Inc. :
Carolyn Adarns Bobby J. HaYs
FIELO OESTRVER APPROVED BY
A3 ! mrt'ull brotoctlon to cllentt, tha public
cllents, and authorlzrtlon for publicrtlon of
pcnding our wrltten rpproval. Srmplcs wlll beln Hrl tln9.
A m€mb.r of th.. Bl! group of companl.s
anC Our3elves, .l l raports
BtatEm€nts. cancl tlil on3 or.
dl spos€d of.fter tcBting
6re subhlttrd a3 thr confldlehtl.l property of
axtractr trom or rcg!rdlng oqr reports l3 rat.rv.d
l3 compl€ted unlG33 other arrangenartB ngrcc.r to
Fonn Ho. C gl13A 5/91
{-'r'%
b: CIor reeE -q
: et:q;lir,i:Y i@ vr'.1r ' r.,r;rg PRATTETt-,JLTz.
\.,)' AHCHTTECTqP.G
tltzzziz-
CHEN.NORTHERN, INC.
COI{SULTING EIIGI I{EERS AND SCIEI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: llECf,l EnterDrises JOB tlO. { 178 93-3 DATE: 9-23-93
Attn: Eustaqui o Corti na
P.0. Box 3149 SHEET I 0F 1
Vail, C0 81658-3149
PROJECT: Llftside Building, east of yesthaven Drive and Uestin Hotel , South Frontage Road l{est, Vail, Colo.
PLACTI.,IENT LOCATIOI{ :Level 74.9; P-10, 9 to 26 & J to L.
BATCH TICKET INF0RI|ATIoI{ SUPPLIER: l,/estern ltlobi Ie
TRUCK flo. 150 TICKET t{0. 010019 l.{lx DESIGI{ t{0. 2
TIME BATCHE0: 9:03 AM TitlE ARRMD: 9:20 AM TIME PLACEO: 9:45 AM CU.YD.L0AD/ACCUM: 7
FIELD TESTII{G It{F0RllATIOtl SAMPLE TEtrlP: AIR TEt'lP: 70 "F
TIIIE TEST TAKEII: 9:35 AM SLUl.lP: --- Il{. AIR C0I'ITENT: ---S IET UlllT UEI6HT:
J08 SPECIFICATIONS: SLUMP: lil. AIR COI{TENT: :( IIATER AD0E0 AT SITE -- GAL'
CYL I I'IDER I NFORMATI Ot.I
l{0. 0F CYLIN0ERS: 6 CYLINoER SIZE: 6"x 12' TIME CYLINDERS CAST: 9:35 A}l IIHERE CAST: 0n-5ite
CURlIIG IiIFORMAT IOII
II{ITIAL CURE: 0n-Site FIELD STORAGE FACILITIES:
DATE RECEiVED AT LAB: 9-27-93 BY: Bobby J. Hays l,l I ll/l'lAx
AGE
DAYS
DATE
TESIED
TOTAL LOAD
(LBs )
DI AI,IETER
( INCHES )
AREA
(SQ IN)
c0}tP . sTR .
(PSr )
TYPE OF
FRACTURE
CYL I ilOER
UElGHT
(LBS)
CYL II{OER
UIITT VEIGHT
( PcF)
7
7
?8
?8
?8
?8
9-30-93
9^30-93
10-21-93
10-?I-93
l0-21-93
l0-?l -93
117,500
119,000
6.08
6.08
29.03
29 .03
4050
410 0
con/shear
con/shear
OESIGN STREI{GTH ---PSI @ 28 DAYS
TESTS BY LAEORATORY PERSONITTL ARE i1{ ACCORDAI{CE lJITH APPLTCABLE ASTI,I I.IETHODS UNLESs OTHER!'ISE NOTID
SOME I I{FORI,IAT IOI{ OF TEST REPORT I{AY BE PROVIOEO BY OTHERS
REI.IARKS:
COPIES: R,A, f{elson & Associates, lnc
Town of Vail; Vestern l,lobile;
J V A, Inc.; Gwatlmey Pratt Schultz Sandi R. Cody Eobby J, Hays
FIELD OBSERVER APPROVED 8Y
As a mqtu.l piot.ctlon to clf.ntt, th€ publ'lc
cllents. .nd.qthorlz.tlon tor pvbllc.tlon ofp.ndlng our l|t"ltt.n.ppr'ovrl, Srmple3 rJll t'.in rri t i ng.
A membci cf th€ !!! group ot comp.nl.s
.nd ourr.lvsi, .ll rcports
3tltsocnt5. Concl u3 ions or
dla9o.€d of .fter test'lng
i16 strbmltt.d ai th. confldlentl!l Frop.rty of
€xtract3 from or r€gardlng o|rr raportB l3 rcacrv€d
ls compl€tcd unl€83 oth.r .rrrttgdlr€ntB dgl'ccd to
Fofm No. cMEll3A 6/91
I
CHEN.NORTHERN, INC.
COIISULTII{G EI{GIIIEERS AI{O SCI EIITI STS
REPORT OF CONCRETE TEST CYLINDER DATA
f.;''\
$" ':l--*'*
-"i
q,t-ffiffi.F,
T0: llECl,t Enterprl ses JOB N0. 4 178 93-3 DATE: 9-27-93Attn: Eustaqulo Corti na
P.0. 8ox 3149 SHEET I 0F IVail, C0 81650-3149
PR0JECT: Liftside Building, east of Vesthaven Drlve and lJestin Hotel , South Frontage Road Uest, Vail, Colo.
PLACTI.IEI{T LOCAT IOI{ :Footlngs; Z Line between 13 thru 19 Lines.
BATCH TICKET I llFoR|lAT l0f{ SUPPTIER: t{estern l,lobi le
rRucK r{0. 189 TICKTT t{0. 10164 tlIX 0ESI6[ r{0. B
TI}fE BATCHED: 4:00 Pl4 TIHE ARRIVED: 4:I8 PM TIME PLACED; 4:28 Plt-CU. Y0. LOAD/ACCU||: 6112
FI€LD TTSTI I'IG I TIFORI.IATION
Tit'lE IESI TAKEI{: 4:36 Ptl
JOB SPEC]FICATIO S:
5tUllP:31,r4 I l{.
SLUI'IP: l,lax.4 I tl.
SA}.IPLE TEI.IP:
AIR C0I\{TEflI: 5.99
AtR C0tlTEtlT: 4-8%
68 "F AIR TE}IP: 70 "F
vET ur{lr vEtdHr: tqg. e
TJATER ADOED AT SITE .- GAL.
CYL IIIOER I I{FORI,IAT I O1{
l{0. 0F CYTINDERS: 6 CYLINOER SIZE: 6"x l?" TIHE CYLIiIOERS CAST: 4:46 Ptl UHERE CAST: On-Site
CUR I NG I l,lFoRl'lATI0N
INITIAL CURE: on-Site FiELD SToRAGE FACILITIES: Concrete Blanket
0ATE RECEMD AT LA8: 10-5-93 BY: l,lark Jensen l'llN/llAx
46E
DAYS
OATT
ILSILU
TOIAT LOAO
(LBS)
OIAIIET[R
( IHCHES)
AREA
(sQ Irl)
col.tP.sTR.
(Psr )
IYPT OF
FRACTURE
CYL I I,I DER
VEIGHT
{ LBs)
CYLIIIDTR
UI{IT UEIGHT
(PcF)
I
I
16
?A
?8H
28H
l0-5-93
l0- 5-9 3
l0-25-93
l0-25-93
l0-25-93
10-2 5-93
102 ,500
102 ,000
6.09
6.08
29. i3 3 520
3510
shear
shear
DESI6I{ STREI{GTH 3OOO PSI O 28 DAYS
TESTS BY LABORATORY PERSOIIT{EL ARE iI{ ACCORDAT{CT I.'ITH APPLICABLE AsT I,IETHODS UNLESS OTHERYISE ilOTED
SOI4E I]{FORHATION OF TEST REPORT I.IAY BE PROVIDED 8Y OTHERS
REI.IARKS:
COPIES: R.A, Nelson & Associates, Inc
Town of vail; llestern llobile;
J V A, lnc.; Gwatlney Pratt Schultz Carolyn Adams Bobby J. ttays
FIETD OBSERVER APPROVFD BY
Aa. mutu.l prot.ctlor to cll€nt5. th. publlc lnd oqrs.lv.t, all Fcportr
cllenti. rnd ruthorizatlon for Dubllcttlon oa 3t.tements. Conclutloni orpandl,g our wrlttet appr'oval. Srtlpl.s erlll be di.poaed of.ft.r tc3tinEln Lrltlng.
A h..ttb.r of thr ts!! StoIP of comp.nt.3
.rc 3ubt'lttld .. thc confldl.ntl.l prop.rty ot
€xtrsctr from or rcgarcllnE our i.portt 15 f't'fv'd
lr co pl.t€d unl.3i othcr rrrrngq$tnts lgr!'q ts
Fonr o. CtlEll3A 5/91
CHEN-NORTHERN, INC.
COIISULTING EN6IIIEER5 AI{O SC I EI{TI STS
REPORT OF CONCRETE TEST CYLINDER DATA
F"',r'%
!t" orr l", ?
C".nirlET 3li??c'|urBs !pnrrscuurz -irncmiecrqp.a^.9
'leurrrzl#
T0: MECH Enterprises JoS ilo. 4 178 93-3 0ATE: 9-29-93
Attn: Eustaquio Corti na
P.0. 80x 3lrl9 SHEET I 0F I
Vai l. C0 81658-3149
PR0JECT: Liftside Building, east of llesthaven Drive and ltertin Hotel , South Frontage Road lr€st, Vail, Colo.
PLACEI,IEI{T L0CATI0I{: Ltnes 23 thru 26, J thru L. Up to Elevation 85'
BATCh TTCKET II{FORMATI0I{ SUPPLIER: Vestern l'lobi le
TRUCK N0. 117 TICKET tito. 010265 MIX 0ESI6ll r'10. 44
TiIfE BATCHED: 2:45 Ptl IIHE ARRIVED: 3:15 Pl.1 TIME PLACED: 3:25 Pl,l CU. YD. L0AD/ACCUI'I: 7131
FIELD TESTIN6 II{FORIIAT I (}II
TIIIE TEST TAKEN: 3:30 Pl,l
JOB SPECIFTSATIONS:
SLUMP: 4
'SLUt'lP: llax,4
lN.
Il{.
SATIPLE TEilP:
AIR C(II{TEi{T: 4.01
AIR C0NIENT: 4-81
69 "F AIR IEI,IP: 70 .F
UET U]{IT IIEIGHT: l4?.0
I.'ATER ADDED AT SITE () GAL.
CYLIIIDER I I.I FORMAT I OI{
N0. 0F CYLIIIDERS: 6 CYLIN0ER SlZE: 6"x lZ" TIME CYLINDERS CAST: 3:35 Pi'l VHERE CAST: On-Site
CURIIIG INFORHATIOI{
II{ITIAL CURE: 48 hours 0n-Site
DATE RECEIVEO AT LA8: 10-1-93
FIELD STORAGE FACILITITS: Cure Blanket
BY: ---l'llll/MAx
AtIE
DAYS
DATE
TESTED
TOTAL LOAO
(LBs)
DI AMETER
( I]{CHES )
AREA
(sq rN)
col,rP. sTR.
(Psr )
TYPE OF
FRACTURE
CYL II{D€R
I.'E IGHT
(LBs)
CYL IIIOER
UI{IT IiEIGHT
(PCF)
7
28
28
?a
?8
r ar-a-o?
l0-6- 93
10-27-93
10-27-93
t0-?7 -93
L0-27-93
100,000
105,000
5.98
6.00
28.09
28.21
3560
3 7I0
shear
shear
DESICI{ 5TREN61H 4OOO "B"PSI O 28 DAYS
TESTS BY LABORATORY PERSONT{EL ARE II{ ACCORDAIICE I.'ITH APPLICABLE ASTTI I'I€THODS UIILESS OTHERUISE NOTED
SOI.IE iIIFORI.IATIOI{ OF TEST REPORT I.IAY BE PROVIDED 8Y OTHERS
REiIARKS :
CoPIES: R,A. l{elson & Associates, inc
Town of Vai I ; l,lestern l'lobi I e;
J V A, Inc.; Gwatlmey Pratt Schultz Brian Scanlan Bobby J. HaYs
FIELD OSSERVER APPROVED 8Y
Ar I nutual Prottctlon to cl'l.nts' th. Publlc rnal ourselv€t. 'll r'port3
cll.nt3. lnd lutho.lzrtlon for Publlcatlon oi st.te|!cnt3. Concluiiont or
;a;;i;;'.ri written approval. Srnple3 *tlI bc dispoced of sftcr t€stlnE
{n Hrltlnr,
A h.rnb.r ;f th. !l! grorp of comp.ntca
arc ssbmlttcd .3 thc confldl.ntlal Prop.rty of
axtract3 troft or rcgardlng our r.portr lt r'3'rv'd
'la cooolated unla3r othar rrrang.mant3 agr"d to
Fo.m lto. Cl'lEl13A 6/91
CHEN-NORTHERN, INC.
col{suLr mc El'lGt}lEERs AllD sclEllTIsTs
REPORT OF CONSTRUCTION ACTIVITIE
d:,.*',h
e f"ffi.fr$
I0: l,lECM Enterpri ses
Attn: tustaquio Cortina
P.0. Box 3149Vail, C0 81558-3149
PR0JECT: Li ftsi de Building east ot
JoB lr0. 4 178 93-3
DAILY REPORT I'IO. 7
lJesthaven Drive and Uestln Hotel, South Frontage Road
k,gg
oATE ! 10-4-93
SHEET 1 OT I
lJest, Vail, Col orado.
VEAIHER COIIOI T IOI{S AI{O IEIIPERATURE
C0NTRACI0R'5 C0IISTRUCTI0I{ ACTIVITIES: Placed 4000 psi Class I Concrete.
PERSOIIIIEL:
I.IAJOR EQUIPI.IEI{T:
ACIMTIES: R.A. l{el son & Associates placed 4000 psi concrete for the foundation wall from
6rid Lines q thru Z,
CHEI{-NORTHERI{'S SITE ACTIV ITIES
Ue observed the placement of concrete and six cylinders were cast from a sample taken of the
concrete.
VERBAL COMMUIIICATIOII I.'ITH COIITRACTOR,EIIGIT{EER. ARCHITECT, OI'NER
COPI ES :
J V A,
R.A. Nelson & Associates, Inc.
Inc.; Gwathmey Pratt Schultz Town of Vai l; I
I
I
oan Nei I I
FIELD ()BSERVER
Fred R. Carneron
APPROVEO BY
Al a huts.l protcctlon to cllentr, tha psbllc .nd ourselves, .ll reports arc it|b]n{tt€d !3 -t-h. confld.ntirl property ot our cll'nt3' 'ndrsthor"ization for publicrtion of iirtemcirt. conclusion. or ertrlct3 from or regar.ting our r.port3-13 re_scrvod ieniing-our wrltt.n.Ptrov.l'
5iiiii'i-"lii-u. ai.po'"o or 6rt.; a.stlns is completed unlers oth€r arr.nse.:int: .r. lgre€d !o In t{ritlng.
a ncmb.r ot th. E!! srouP of cooP.nies
CHEN.NORTHERN, INC.
COIISULTI G EIIGII{EERS AiID SCIEXTISTS
REPORT OF CONSTRUCTION ACTIVITIES
T0: llECil Enterprises JoB ll0. 4 178 93-3 DATE: 10-5-93Attn: Eustaquio Corti na
P.0. Box 3149Vail, C0 8i658-3149 0AILY REPOftT l{0. I SHE€T 10F I
PROJECT: Llftside Buildlng east of l{esthaven Drive and l,lesti n Hotel , South Frontage Road lJest, Vail, Colorado.
I,IEATHER COIOIIIOIIS AiIO TEMPERATURE
CoNTRACT0R'S CoNSTRUCTIoN ACTIVITIES: Placed 182 yards of 4000 psi Class B conerete.
PERSOTINEL:
iIAJOR EQUI PMENT:
ACTIVITIES: R.A. Nelson & Associates placed 4000 psi concrete for foundation walI at
Grid Lines 25 to 31 and C thru P.
CHETI-i{ORTHTRN 'S SITE ACTI VI TI ES
Ue observed the pl acernent of concrete. Twenty-four cylinders were cast fron samples taken of
the concrete. The first truck tested had a 6l/2" slump. It was brought to the attention of
l{el son & Associates' representative, who brought it to th€ attention of rePresentative of
hlestern l.lobile. He told me the driver added 12 gallons of water on the way to the iobsite.
VERBAL COIIMUI{ I CAT I 01{ I'IIH qO TRACTOR, TI.IGII{EER, ARCHITECI, OVI{ER
CoPIE5: R.A. Nelson & Associates, Inc.
J V A, Inc.i owathmey Pratt Schultz
llestern llobi I e;
Dan Nei l l
FIELD OBSERVER
Fred R. Caneron
APPROVED BY
Ar . .utnrl protcct.ion to cltcnt.'r the public lnd oursclv.i, .ll reports .r€ subrnittad !r thG- co.fldontirl proPlrty ot our-cll.ntt. 'ndlitfi.'iTiiii"i'r-":i;;i'icoiil;i sdatcmeirt. concrusions ".."t..iti-iJ. "ii.giiaini our rlport3 rs rca€ived ienil"e-osr wrrttcn .pproval '
iirpi." *iti be di:po;rd of ltter te.ting i5' complet€d unleri other arrlngamentr rr..greed to ln rFlting'
A memb€r of th. HIH group ot corpanies
REPORT
CHEN-NORTHERN, INC.
COIISULTIN6 EITGINEERS AI.ID SCIEI.ITI STS
OF CONCRETE TEST CYLINDER
ffi{h
k$'*ffi""$
T0: llECtil EnterDrises JoB N0. 4 178 93-3 DAIE: 9-13-93
Attn: €ustaouio Cort i na
P.o. Box 3149 SHEET I oF I
Vail, C0 81658-3149
PR0JECT: Liftside Building, east of Westhaven 0rive and llestin Hotel , South Frontage Road l{est, Vail, Colo.
PLACEI'IENT LOCATIOI{ :Footing at 6rid Lines 28 to J, Page S-l
EATCH TICKET I t{FORl.lAT lotl SUPPLIER: }lestern l{obile
TRUCK l{0. 114 TICKET l{0. 0l-963/ MIX DESlGll lio. 44
TIi{E BATCHED: l:34 PM TIME ARRIVED: i:50 Pltl TIME PLACED; l:55 PI{-CU. YD. L0A0/ACCUI'i: 7
FIELO TESTIIIG I NFORI4AT ION
TIl,l€ TESI TAKET{: 2:00 PH
JOB SPECIFICAT IOI{S:
SLUMP: 3 1/?
SLUMP: Hax.4
IN.
lr'r.
SAMPLE TEfiP:
AIR CONTE f: 6.Sfl
AIR CONTEIIT: 4-81
66 "F AtR TEIIP: 48 "F
VET UITIT VEIAHT: 142.6
VATER AODED AT SITE O CAL.
CYL II{DER II.IFORMATi()N
ll0. 0F CYLIT{DERS: 5 CYLII{DER SIZE: 6"x 12" TIt{t CYLINDERS CAST; 2:05 P}t UHERE CAST: 0n-Site
CURING II{FOR}.IAT ] OII
II{ITIAL CURE: 48 hours 0n-5lte
DATE RECEMD AT LA8: 9-15-93
FIEL0 STORAGE FACILTTIES; Under Cure Blanket
BY: Carolyn Adams l{I]{/l'lAX
AUE
DAYS
DATE
TESTED
TOTAL LOAD
(L8s)
D IAMETER
(INCHES)
AREA
(sQ IN)
coHP. sTR .
(Psr )
TYPE OF
FRACTUR E
CYL I I.IDER
I{E I GHT
(LBs)
CYLITIOTR
UI{IT l.IEIGHT
{PcF)
7
z8
?8
ao
?s
9-20-93
9-?0-93
l0- I r -93
t0-ll-93
10-11-93
t0- 1l-e3
113,000
116, 000
I47 ,000
156,000
155,500
153 .000
6.08
6.08
5.98
5.98
5.98
c aF.
29.03
29.03
?8.09
28.09
?8. 09
?s.09
3890
4000
5230
5540
5450
shear
shear
snedr
shear
shear
snear
OESIGII SIREHGTH 4000 PsI @ 28 oAYS
TESTS BY LABORATORY PERSOI{NEL ARE III ACCORDA]ICE VITH APPLiCABLE ASTM I.IETHODS UNLESS OTHERI'ISE I{OTED
SOI,I€ INFORI4ATIOI{ OF TEST REPORT MAY BE PROVIOED BY OTHERS
REI'IARKS:
COPIES: R.A. Helson & Associates, Inc.Attn: l,lr. Rtck Aqate.
l{estern }'lobi }e, Attn: l'lr. Rick Selrrnour
J.V.A,, Inc. :
Erian Scanlan Bobby J. Hays
F]ELD OE5ERVER APPROVED BY
Aa. mutull protcctton to cltents, the publlc and our3elves, !ll ieportc .rc submitted t3 the conlidlentl.l proPerty of
clt.nt3, .nd authorizatlon for pub?lcrtion of Bt.tements. Conclusions or e'trncts trom or regardtng !1r reeolls, i-3,l:i:fvcdirniitig'oui wiiiitn ipprovat, S6mples wlll be di3posed o{.fter testing is completed un1e33 other trr.ng€ocnt3 6gre.d to
ln |,rl ti no.i-r:;;; 3; thc EI! grosp of companies Fo''$ tlo' cHEll3A 5/91
CHEN.NORTHERN, INC.
CONSULTIf{6 EN6II.IEERS ANO SC tEI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: |tECl'{ €nterprises J08 t'10. 4 178 93-3 DATE: 10-4-93
Attn: Eustaqui o Corti na
P.0. Box 3149 SHEET I 0F I
VaiI, C0 81658-3149
PR0JECT: Liftside Euilding, east of Vesthaven Drive and l'restin Hotel , South Frontage Road lrest, Vail, Colo.
PLACEI,,IEIIT LOCAT I OT{ :Foundation Ual'l ; Lines Q thru Z.
SAICH TICKET II{FORMAIION SUPPLIER: Hestern }lobi le
TRUCK N0. 151 TICKET N0. 0486 I'tlX DESI6 t{0. 44
TIME BATCHE0: l:35 PM TIME ARRIVE0: ?;05 Ptl TIME PLACEO: 2:30 PM-CU. YD.L0AO/ACCUI'I: e8
FIELD TEST1NG I NFORMAT I OII
TEST TAKEN: Z:?0 PA
SATIPLE TEMP:
C0t{TEHT: 5. Sfi
C0IITENT; t
7t "F AIh TEHP: 70 T
vET UfirT V€t6HT:
VATER AOOED AT SITE -- 6AL.
TIME
J08
SL UMP
5L UI.IP
3 I lz Iti.AIR
SPEC I FICAT IONS IN,AIR
CYL II{DER II{FORI.IATION
t{0. 0F CYLII|0ERS: 6 CYLINoER SIZE: 6"x l?" TIME CYLIIIDERS CAST: 2:30 Ptl WHERE CAST: on-Site
CURII{G I I{FORI.{AT ION
Il{lTIAL CURE: 48 hours
OATE RECEIVEO AT LA8:
0n-S i te
t0-6-93
FIEL0 SToRAGE FACILITIES: Hot 8ox
8Y: Carol yn Adams l'llfi/MAx
AtTL
DAY S
DATT
TESTE O
TOTAL LOA[}
(LBs)
OIAMEIER
( r r{cHts )
ARIA
(sQ l )
COFIP . SIR.
(Ps r )
TYPI OF
FRACTURT
CYL I NOER
I'IEIGHT
(L8s )
CYLINOER
UIIIT !'EIGHT
( PCF)
28
t6
28
'A
10-11-93
10-11-93
ll-r-o?
il -1-93
I l-1-93
1l-l-93
I05, 500
4,000
6.05
6.08
28.84
29.03
3660
3930
shear
snear
DESIGN STREIIGTH 4OOO PSI O 28 OAYS
TESTS BY LAB0RATORY PER50NI{EL ARE il{ ACCORoANCE IJITH APPIICABLI ASTI'I METH005 UNLESS olHERtlISt NoTED
SOI.IE II{FORMATIOf{ OF TEST REPORT MAY 8E PROVTDED 8Y OTHERS
REMARKS:
CoPIES: R.A. Nelson & Associates, Inc
Town of Vail ; lJestern Mobile;
J V A, lnc.; Guathney Pratt Schultz Oan Neill BobbY J. Hays
FIELO OESERVER APPROVED BY
A3 a m{tual prot.ctlor to cl{cn!t. th. publlc .nd orrselves. .ll r.portg
cllGntt, rnd luthortz:tlon for Fublic.tion of 3t!t€mentt' Conclusio'ls or
p€ndlng our rrrittet| approval. s.mpl€s will b. dlspo3ed of.ft€r t.lting
in wrltl nE.
A m.mbcr ;f th. !l! group of comprnles
.re rlbnltt.d a3 th. conlldlGntl.l PropGrty of
€ttracts fqo||| or rlgrrdtng osr rcpoFts it rc6'rv'o
is compl€ted unlcss ;thct" .rr'lngenents {gr"d to
Foro {o. CME1l3A 6/91
CHEN.NORTHERN, INC.
COI{SULTII{G EI,IG I I{EERS AND SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
d^x"'%
F- ort t'nt eifr -'tn*'''; ,t
fr?-,ffi.ti{i:r#(tceearyP
T0: MECII Enterprises JgB 10. 4 178 93-3 gATE: 10-6-93Attn: €ustaquio Cort i na
P.0. Box 3149 SHEET t 0F 1YaiI, C0 8I658-3149
PROJECT: Liftside Eutlding, east of lJesthaven Orive and l,lestin Hotel , South Frontage Road V€st, Vail, Colo,
PLACEMEflT LOCATION:E]evator C to Elevatton 84
EATCH TICKET IIIF()RMTIOI{
TRUCK r{0. u9
TII.IE BATCHED:
TICKET NO. 10606
TI}IE ARRIVED:TI}IE PLACEO:
SUPPLIER: l/estern ilobi I e
I.IIX DESIGI{ NO. 44 B
CU. YD. LOAD/ACCU}I:
FIELD TESTII{6 II,IFORI.iATION
TIt.{E TEST TAKII{:
JOB SPEC I F ICATIOI{S:
IIFORI{ATI0il I0TSLUI{P: I t{.SLUHP: l t{.
PROVIDEO SA}IPLE TEI4P;
COt{TEiiI: %
C0t{TE}lT: X
.F AtR TEI.IP:
VET UHIT TIEIGHT:
VATER AODEI} AT SITE 6AL.
AIR
AIR
CYL I IIDER IIIFORI.IAII ON
tlO. 0F CYLINOERS: 6 CYLIIIOER SIZE: 6"x 12" TII4E CYLIT{DERS CASI: IIHERE CAST: On-Site
CUR I 116 I iIFORMAT IOII
II{ITIAL CURE: 0n-Site FIELD ST0RAGE FACILITIES: Cure Elanket
OATE RECEMD AT LAB: 10-ll--o3 8Y: l,lark Jenseo tllttiHA.X
AGE
OAYS
DATE
TESTEO
TOTAL LOAD
(L8s)
O I AI.IEIER
( r ilcHEs )
AR EA
(sQ It{)
cofiP. sTR.
(PSI)
TYPE OF
FRACTURE
CYL I NDER
UE IGHT
(LBs)
CYL IIIDER
Ui.|IT YEI6HT
( PcF)
7
7
z8
?8
28H
e8H
l0- 13 -93
ln-1?-o?
1l -3-93
I I -3-93
1l -3 -93
I t -?-o?
122,500
8s , 000
6.07
6.08
28.94
29.03
423 0
2930
snea r
shear
DESIGI{ STREIIGTH 4000 r)l 0 28 OAYS
TESTS BY LASORATORY PERSOIINEL I,RE IlI ACCORDAI{CE VITH APPLICASLE ASTI.I METHOOS U]{LESS OTHERVISE IIOT€O
SOI'{E II{FORHATIOT{ OF TESI REPORT I{AY 8E PROVIDEO 8Y OTHERS
REI'IARK5:Cylinders were cast by the contractor.
CoPIES: R.A. Nelson & Associates, Inc
Town of Vaii; llestern MobiIe;
J V A, Inc.; Gwathney Pratt Schultz Bobby J. HaYs
FIEID OBSERVER APPROVED 8Y
43 a |nlltull prot.ctlon to clllnts, th. publlc
cllcriti. and authorllatioh for publlc.tlon of
pcndlnE our |'ritt.n .ppt'oval . Srmple. iill be
tn lrrltinc.
A membcr ;f thc !:! group of comp.ni€t
anal oursclves, .l I raport3
st.t.Ent!. Conc l u.lon3 or
dl3po3e.l of .fte. t€itlng
!r. .sbmltt6.l ri th! conlldllnttrl propcrty of
axtractB from or raglrd{ng osr raport3 It r.tcrv.d
ir complatad unl.3r oth.r lfrlnErt.nt3 tgr..d to
Forn Ro. CtitEll3A 6/91
CHEN-NORTHERN, INC,
COIISULTIIIG EI{GI I{EERs AiIO SCIET{TISTS
REPORT OF CONCRETE TEST CYLINDER DAT
f-I''%
lE oo:rr le93 Rio ftlt:i::i:,1!it I'i prirnii,i,*n
::1.lff+t'llE
qt'?.,#
T0: l,lECll EnterDri ses J08 N0. 4 178 93-3 DATE: 9-14-93
Attn: Eustaoui o Corti na
P.0. 8ox 3149 SHEET t 0F r
VaiI, C0 81658-3149
PR0JECT: Liftside Bullding, east of lJesthaven Dnive and Uestin Hotel . South Frontage Road llest, Vail, Colo.
PLACEMEIIT LOCATIOII:tJalf s, 6rid 2? to ?4 and Lines Q through J.
SATCH IICKET II{FORI,IATIOI,I
TRUCK l{0. 119
TII1E BATCHED: 1:01 Pl.l
TICKET lio. 19669
TIifE ARRIVED: L:12 PM T I I'IE
SUPPLJ€R: l,lestern l.lobi I e
fiIX DES IGT{ tlo. I
PLACED: I:15 Pll-Cu. YD. L0AO/ACCUi4: 7/21/100
FIELO TESTII{G IIIFORI.IATIOI{ SA}.IPLE TEIIP: 76 "F AIR TEI.IP: 60 .F
TII'IE TEST fAKEt{: 1:22 Ptl SLWP: 3 1/2 IN. AIR COl{TEliT: 4.81 }lET UIIIT I{EIGHT: 143.6
JOB SPEC IF ICATI0I,IS: SLUiIP: IN. AIR C0llTEl{T: g UATER ADDED AT SITE -- GAL.
CYL I I{DER II{FORIIATiOII
0. 0F CYLIflDERS: 6 CYtIll0ER SIZE: 6"x 12" TIME CYLII{DERS CAST: l:32 Pl,t IIHERE CASI: On-Site
cuRIil6 INF0R|4ATlotl
INITIAL CUR€: 24 hours On-Site
OATE RECTIVED AT LA8 :
FIELD SToRAGE FACILITIES: Concrete Blanket
8Y:r,rIil/ilAx
A6E
OAYS
I)ATE
TESTED
TOTAL LOAD
tLES)
D IAI.IETER
( IficHEs )
AREA
(sq ril)
c0HP . sTR.
(Ps r )
TYPE OF
FRACTURE
CYL II{DER
!,T I GHT
(LBS )
CYLINDER
UI{]T I'EIGHT
(PcF)
7
7
?8
28
?8
28
9-2r-93
9-21-93
10-12-93
10- 12-93
l0-t2-93
10-12-93
110,000
115,500
141 ,500
139,500
140,000
135,000
6.08
6.08
6.07
6.07
6. 08
b. uo
29.03
29.03
28.94
28.94
29.03
28.84
3790
3980
4890
4820
4820
4680
con/shear
con/shear
con/shear
con/shear
con/shear
6onlshear
OESIGII STRENGTH 4000 PsI @ 28 DAYS
TESTS 8Y LABORATORY P€RSON'IEL ARE IN ACCORDANCE I/ITH APPLTCABLE ASTI.I I.{ETHODS UI.ILTSS OTHER!'IST I{OTEO
SOI.IIE TI{FORMATIOT{ OF TEST REPORT I.IAY 8E PROVIDED 8Y OTHERS
REMRKS:
CoPIES: R.A. t{elson & Associates, Inc.,Attn: Hr. Rick Agate.
llestern Moblle, Attn: ilr. Rick Seynour;
J.V.A., Inc.; Gvratlrney Pratt Schultzi
Carolyn Adans EobbY J. HaYs
FIELD ()ESERVER APPROVED 8Y
A3 r |n|ttual protaetlon to cllents, thc publlc
cll€nt!. and luthorlz.tlon fot' publlcatlon of
pcndlng our trnlttcn approvtl. S.FDla3 liill beir l|fi ting.a oenber of thc E!! group o'f cofiplnla3
aad oursalvet, rl I raport3gtatcmcnt3. Concl u.lont o|.
.ll6poscd of aftcr tGrtlng
ria itrb|EJttcd aB thc confidlentlal prap€ity of
Grtracts trom or rcg.rdlng our r€port3 l3 ra3'rv€d
lr conplet€d unlcs3 other arr.ng€rn€nt3 agra'q to
Fonn No. Cl.lEll3A 6/91
REPORT
CHEN-NORTHERN, INC.
COI{SULTING EIICIIIEERS AIID SCI ENT I STS
OF CONCHETE TEST CYLINDER D
dx''\
tuw-#
T0: l,lECl,l Enterpri ses JOB N0. 4 178 93-3 0ATE: 8-16-93
Attn: Eustaqui o Corti na
P.0. Box 3149 SHEET I 0F 1Vail, C0 81658-3149
PR0JECT: Liftside Building, east of lresthaven orive and tlestin Hotel , South Frontage Road tlest, Vail, Colo.
PLACEI{E]IT LOCATION:Footings; Grid Lines 21.5 to 23, K to R.
BATCH TICKET Ii{FOR]'iATIOI{
TRUCK ll0. 11/t
TIME BATCHED: 2:38 Pil
TICKET r,r0. 018725
TIl,lE ARRMD: 3:15 Pt{T I},IE
SUPPLIER: l,lestern l,lobi le
HIX 0ESI6I{ N0. llix B
PLACED: 3:20 Pll-CU. Y0. L0AD/ACCU}|:I
FIELO TESTTI{G IIIFORflATIOil SAI.IPLE TETIP: 70 "F AIR TEIIP: 75 "F
TIl,fE TEST TAKET{: 3:30 PM SLUiIP: 3 3/4 Il{. AIR C0t{TE}lT: 5.8* tlET UNIT UEIGHT: 140.2
J()B SPECIFICATI0NS: SLUHP: Ill. AIR C0NTEIIT: X TJAIER A0DED AT SITE 0 GAL.
CYL II'IDER i IIFORHAT I OI{
l{0. 0F CYLINoERS: 4 CYLINDER SIZE: 6"x 12' Till€ CYLIIIDERS CAST: 3:40 Ptl IIHERE CAST: on-Site
CURIT{G I}IFORI.IATION
I1{ITIAL CURE: 24 hours
I)ATE RECEIVED AT LAB:
0n-Site
8-17-93
FIELO ST0RAGE FACILITIES: None
BY: Bobby J. Hays tllll/MM
A6E
OAYS
DATE
TESTED
TOTAL LOAO
(LBs )
OIAI.IETER
( rNcHEs)
AREA
(sq rN)
c0f,tP . sTR.
(Psr )
TYPE OF
FRACTURE
CYLINDER.
I,IEI6HT
(LBS)
CYTINDER
UI{IT UEIGHT
( PcF)
td
?8
56
8-23-93
9-13-93
9- 13-93
l,t-1 I -o?
93,000
109,500
108,000
124,500
6.09
6.09
6. 09
6.07
29.13
?9.t3
29.13
28.94
3190
3760
3710
4300
snear
snear
shear
shear
DESIGI{ STREI{GTH 4()OO PSI O 28 DAYS
TESTS BY LABORAI0RY PERS0I{I|EL ARE Il{ ACC0RDANCE I'llTH APPLICABLE ASTt'l I{ETH0DS UNTESS 0THERUISE N0TED
SOME IIIFORMATION OF TEST REPORT I'IAY 8E PROVIDED BY OTHERS
REMARKS :
CoPIES: R.A. Nelson & Associates, Inc.Attn: l.lr, Ri ck Agate;
Joe E. Benedict Eobby J, Hays
FIELD OBSERVER APPROVED 8Y
A1 a muturl piotectton to cllcnts, thc publ.lc lnd ourselvci, rlI report3 ar€ submltted at the confldl€ntlal propcrty of
clients, rnd;othorlzatlon for psbllcatlon of gtrt€ment3, Concluilons or cxtrlcts from or rogrrdlng oqr r.ports 1i-l!ail".d;c;Ji;;'";; wrtttcn approvat. Samplcr will be di5poscd of cfter t6rtlng ir completcd unl€3i oth.r !rrang.mcnt3 agr..d to
ln $|rlt{nq,A'.iil:;";i the !l! sroup of comp.nies Fon No. c'lElt3A 6/91
CHEN-NORTHERN, INC.
COI{SULTI116 EI{6INEERS ANO SCI EHT I STS
REPORT OF CONCRETE TEST CYLINDER DATA
sr%p ocr lwg GI'r'ATlirt:? Na' PHFfi{.gauJu ff,$l***qdi|
Qeseaz4
east of l'lesthaven Drive and
JOB t{0. 4 178 93-3 DAT€: 10-5-93
SHEET I OF 4
ltestin Hotel , South Frontage Road Uest, Vail, Colo.
Enterpri ses
Eustaquio Corti na
8ox 3149
c0 81658-3149
Ll ftsi de 8uilding,
T0: |.1ECM
Attn:
P .0.
Vail,
PROJECT:
PLACEHEI{T LOCATIoI{: Foundation l,,a'lls; Lines 25 to 31 and C thru P'
SUPPLIER: lJestern flobi le
HIX oEs IGI{ tlo. 44
TIl.lE PLACED: 8:20 Al'l-CU. YD. L0A0/ACCUi'|:
BATCH TICKTT I NFORMAT ION
IRUCK [0. 151
TIIIE EATCHE0: 7:57 AM
TICKET ilo. 05l l
TIiIE ARRIVED: 8:15 AM
FTELD TESTIN6 II{FORUATIOI.I
Til,,lE TEST TAKEI{: 8:30 Al'l
JOB SPECI FICATI OI.IS:
SLUl,lP: 6
5LUMP:
SAMPLE TEHP:
AIR COllTEl{T:4.5I
AIR CO|{TEHT: f
62 "F AIR TEHP: 60 ?
ITET UI{IT lIE IGHT:
I,,ATER AODEO AT SITE I? 6AL.
CYLIXDER IIIFORT'IATION
tlo. 0F CYLiflDERS: 6 CYLIIIDER SIZE: 6"x 12" TII{E CYLIiIOERS CAST: 8:45 /t}l UHERE CAST: ON-St tE
CURIN6 1I{FORHATIOI{
INITIAL CUR8: 24 hours
OATE RECEIVEO AT IAB:
FIETD SIoRAGE FACILITITS: Cure Blanket
BY: Bobby J. Hays HIN/I'IAX
CYLII{DER
UXIT lIEIGHT
(PCF)
CYL I IIDER
VE I6HT
(LBs)
shear
snear
10- IZ-93
10- 12 -93
11-2-93
11-2-93
11-2-93
11-2-93
28A
Z8A
284
284
OESIGN STREIIGTH 4OOO PSI O 28 DAYS
TESTS BY LAEORATORY PERSOIINEL ARE II{ ACCORDAI{CE UITH.APPLICABLE ASTI'I I''IETHODS UItt€SS OTHERI'ISE IIOTEO
SOI4E I]{FORI.IATIOII OF TEST REPORT I'IAY BE PROVIDEO BY OTHERS
Dan tleill Sobby J. HaYs
FIELO OBSERVER APPROVEO BY
CoPIES: R.A. Nelson & Associates, Inc.;
Town of Vai I ; lleslern llobi le;
J v A, Inc.; GwatlnnY Pratt Schultz;
Ar I mutrr.l protactlon to cll€otsr th' publlc
cllert3. and ruthorlzation for publ lcct{on-of
Dendlng our rritten lPProval ' stmPl's wr | | D€
ln wri t i ng.
a nemb€f ;f thc tsll! grouP ot cdmp'nle3
.nd oursclve3. al'l r€Portt
st6t€.ncnts. Concl q3lon3 or
dliposcd of .fter t.3tlng
rre lut'|nltt.d 13 th. confld{.ntt!l proP'rty of
.rtr.cts frofi or r€slrdi|r9 our raForts is r'lcFvc!
r r'-ii*piit.a unl eg; 6ttrcr irrangcncnts'916'0 to
Forttl No. cM€113A 6/91
CHEN.NORTHERN, INC.
COIISULTIN6 EI{6I NEERS AND SCIENTISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: I'iECM Enterprises JOB l{0. 4 178 93-3 DATE: 10-5-93
Attn: Eustaquio Corti na
P.0. Box 3149 SHEET 2 0F 4
Vail, C0 81658-3149
PRoJECT: Liftside Building, east of llesthaven Drive and llestin Hotel , South Frontage Road ly'est, Vail, Colo.
PLACEI'IE]{T LoCATI0I{: Foundation tlalls; 6rid Lines 25 to 3l and C thru P.
BATCH TICKET I NFORI,|AT I Ol{ SUPPLIER: lJestern tlobile
TRUCK TIO. IO4 TICKET NO. 052? I.IIX OESIGN NO. 44
TIHE BATCHED: l0:09 AH TII'iE ARRIVED: l0:40 AM TII'IE PLACED:10:45 Al't-CU. YD. L0A0/ACCW: 63
FIEIO TESTIt{G II{FORI.IATIOI{
TIt'tE TEST TAKET{: 10:55 All
JOB SPECI FICATIOI{S:
SLUf,tP
SLUI,IP
3 314 rN.
Ill.
SAHPLE TEMP:
AIR C0t{T€t{T; 5.4X
AIR COtlTEflT: Y
67 "F AIR TEIIP: 65 .F
I.'ET UI{IT I{Ei6HI;
UATIR ADDED AT S]IE O GAL.
CYTIIIDER IIIFORI,IATIOI{
tlo. 0F CYLIiIDERS: 6 CYLIilDER SIZE: 6"x t2" TIME CYLINDERS CAST: 11:i0 At! !{HERE CAST: on-Site
CUR I I{6 I I{FORIiIATION
ItttTIAL CURE: 24 hours 0n-Site
DATE RECEIVED AT tAB: 10-6-93
FIELO ST0RAGE FACILIIIES: Cure Slanket
BY: Bobby J. Hays HII{/ilAX
ACE
OAY S
DATE
TESTEO
TOTAL LOAO
(t8s)
DIAMETTR
( rflcHEs )
AREA
(sQ IN)
COMP. STR .
(PSr)
TYPE OF
FRACIURE
CYL I ]IDE R
I.'E I GHT
( LBS)
CYLI NDER
Utl IT t,lEl6HT
(PcF)
7A
7B
288
?88
e88
288
1n-r ?-o?
10-12-93
l1-2-93
1l-?-93
lt-2-93
l1-2-93
8l ,500
94,000
6.08
5.09
29 .03
?9. 13
28LA
3239
s near
shear
DESiGI{ STREIIGTH 4OOO PSI A ?8 DAYS
TESTS 8Y LABORAIORY PERSOIII{EL ARE III ACCOROAI{CE IJITH APPTICABL! A5II'I I'IETHOD5 UI'ILESS OT}IER!'IsE I{OIIO
SOHE I IIFORI,IAT I OII OF TEST REPORT MAY 8E PROVIDED BY OTHERS
REI.IARKS:
COPIE5: R,A. Nelson & Associates, Inc
Town of Vail; tlestern l,lobile;
J V A, lnc.; Glrath eY Pratt Schultz Oan Neill Eobby J. HaYs
FIELD OESERVER APPROVED BY
As i r!ut|r.I protcctlon to cll.nti, the pubtlc lnd ourt.lves, !ll rcport3 lre sob.nltt€d.. tttc cottJdt'hti'l Prop€t-ty of
"ij"ita,-"io 6uthorlzltton for pubilcltlon of strtemanti. _ concluilont or crtrlcts from or r€g.rdlng our reports i5-r'scrveo
penjtng'our-wrrtt.n .pprov.l. Sinrpl.i *iit-6. dt3poi.d of .fter t€6tlng l3 compl.t€d unl€ri othcr lrr'.nge'n€nt5 'gr'eo ro
A"rllilili';i th. !J! sroup ol conpant€3 Fofln No' cHEll3A 6/91
0
CHEN-NORTHERN, INC.
COI{SI'LTII{G EI{GII{EERS A}IO SC I ENTI STS
REPORT OF CONCRETE TEST CYLINDER DATA
A. a mtrtu.l protcetlon to cll.6tc, th€ psbllc and ourtclv.rr !ll r€por"ts rra ru&nltt.d 13 thc confldl.ntl.l Propcrty ot
clicntsr lnd ruthorl3atlon for pubtlcrtion of st.tcr.€.t3. Conclqsions or cxtrrct3 trom or rlgardlng osr rcpot-t3 It r.t.rv.d
pcndtng 6u. wFitt.n .pprov!1. snrplcs ftll be dis,po3.d of rfter t€!t1i|9 is codDl.tad qnlcas oth.r .rFangetrt' t3.gr.cd ro
ln wrlti{g.
A m€mber ;f th. !I! group of codpani.s Fofti t{o. cl|Ell3A 6/91
T0: l.lECll
Attn
P. 0.
Vai i
PROJECT:
Enterpri ses
Eustaquio Cofti na
Box 3149c0 81658-3149
Li ftsl de 8ui lding,
J08 fl0.l/8 93-3 0ATE: 10-5-93
SHEET 3 OF 4
of Uesthaven Drive and l'resti n Hotel South Frontage Road tfest, Vail, Colo.
PLACEI,IEI{I L0CATIOI{: Foundatlon llalls; Lines 25 to 31 and C thru P.
BATCH TICKET INFOR!|ATI0I{ SUPPLIER: lrestern Hobile
TRUCK 1,r0. 151 TICKET tro. 0534 hIX 0EStGlt ilo. 44
TIHE BATCHE0: 12:36 Pll TIIIE ARRIVED: i:00 Pll TIIIE PLACE0: 1:10 Pll-CU. Y0. L0AO/ACCUI|: i05
FIELO TESTIIIG I I{FORI.IAT I OI{ SAI'IPLE TEIIP: lL,F AIR TEI,IP: 58 OF
TIME IEST TAKEI{: 1:20 Pt( SLUMP: 4 ltl. AIR C0t{TEttT: 5.2% lttT Ul{lT !JEI6HT:
J08 SPECI FICAT I0l{S: SLUIIP: Ill. AIR C0l{TEt{T: 7 l,rATER A00E0 AT SIIE -- GAL.
CYL I I{DER J IIFORI.{ATiON
t{0. 0F CYLINDERS: 6 CYLINOER SIZE: 6"x 1?" TI}18 CYLIROERS CAST: 1:30 Pll UHERE CAST: 0n-Site
CUR IIIG I IIFORI.,IAT IOl{
It{ITIAL CURE: 24 hours 0n-Site
OAIE RECEIVEO AT LAB: 10-6-93
FIELD STORAGE FACILIIIES: Cu|e Blanket
BY: Bobby J. Hays l'lIll/MAX
A('L
DAYS
DATE
TES TE D
TOTAL LOAO
(t8s)
OIAI"IITER
( INCHES ).
AREA
(sQ m)
COMP . STR,
(PsI)
IYPE OF
FRACTURE
CYL IIIDER
I.'E I GHT
(LBS)
CYtiI{DER
UIIIT VEIGHT
(PcF)
28C
28C
28C
28C
l0- l2-93
l0-12 -93
ll-2-93
11-2-93
i I -z-93
i 1-2-9 3
103,000
102,000
6.04
6. 01
28.65
28.37
3 590
3600
shear
shear
OES IGII STREI{GTH 4000 PSI I 28 oAYS
IESTS 8Y LABORATORY PERsOI{IIEL ART II{ ACCORDAIICE VITH APPLICABTE ASTM }IETHODS UIILESS OTHERUISE IOTEI}
SOME IT{FORTIATION OF TEST REPORT I.IAY 8E PROVIOEB BY OTH€RS
REMRKS :
COPIE5: R.A. l{el son & Associates, Inc
Town of Vail; Uestern l,{obile;
J V A, Inc.: Gwattmey Pratt Schultz Oan Neill Bobby J. HaYs
FIELD OBSERVTR APPROVED 8Y
CHEN-NORTHERN, INC.
CONSULTIIIG EI{G I IIEERS AT{D SCIENIISTS
REPORT OF CONCRETE TEST CYLINDER DATA
AB a nutunl protcction to cll.ntt, the pqhllc lnd ourrclv.sr !11 r.portr .re gubnlttcd !t the confldlentlal prop€rty of
cl.icntsr .nd asthortzatton for Fubl{catlon of strtcarrent3- ConclE3ion3 or sitraets fron or tcgaldlng our reportt l3 rc3crved
;;;;i;;'";;-r{"iia€n approv.l. Simptes wlll bG dt.poc.d ol rrtir ieittng li coflplct€d unlecr 6thcr arr.ng€m.nt3 rgF€'d to
in writing.i-mimlii ii thc !!! group of conte.ni€3 FoFrE No. cMEll3A 6/91
T0: l,l€Cl.l Enterprises JoB t{0. 4 178 93-3 DATE: 10'5-93
Attn: Eustaouio Corti na
P.0. Box 3149 SHE€T 4 0F 4Vail, C0 81658-3149
PRoJECT: Liftside Building, east of Vesthaven Drive and Vestin Hotel , South Frontage Road llest, Vail, Colo.
PLACEHETIT LoCATloll; Foundatl on t{alls: Lines 25 to 3l and C thru P.
BATCH TICKET ItlF0RllAIIOll SUPPLIER: I'lestern l'lobi le
TRUCK l{0. 97 TICKET H0. 0552 tllx DESIGI{ tl0. 44
IIME SATCHED: 3:17 Pl.l TIt'lE ARRIVED: 3:30 Pl,l TIME PLACED: 3:40 Pil-CU. Y0. L0AO/ACCUH: 154
FTELO T€SIIII6 INFORI.{ATIOI{ SAI1PLE TEIIP: 73 .F AIR TET.IP: 70 "F
TII{E TEST TAKET{: 3:50 Ptl SLu}tP: 5 It{. AIR C0llTEt{l: 5.71( tr{ET Ul{tT UEIGHT:
JOB SPECIF ICAI I0l{S; SLUiIP: Iil. AIR C0NTE},|T: X VATER AD0ED AT SITE --- GAL.
CYL I I{OER I I{FORHAT IOI{
t{0. 0F CYLIT{DERS: 6 CYLIllofR SIZE: 6"x 12" TIl,lE CYLII{DERS CAST: 4:00 PM IJH€RI CAST: on-Site
CURI116 II{FORI.IATIOIi
II{ITIAL CURE: 24 hours On-Site
OATE RECEIVED AT LA8: 10-6-93
FIELD ST0RAGE FACILIIIE5: Cure Blanket
BY: Eobby J. Hays l'lIl{/HAX
AGE
OAYS
OATE
TESTEO
TOTAL LOAO
(LBs)
D ] AHETER
( INCH€S)
AREA
(sq ril)
COMP. STR ,
(PSI )
TYPE OF
FRACTURI
CYLIIIDER
lJE I GHT
(L8S)
CYL II{DER
UNIT I.IE I6HT
(PCF)
70
7D
a8D
28D
280
280
10- l2-93
l0- 12-93
1l-2-93
r1-2-93
1l-2-93
l I -2-93
87,500
l0l,000
6.00
5.98
28.?t
?8.09
3090
3600
shear
shear
OESIGN STREI{GTH 4000 PsI 0 ?8 oAYs
TESTS BY LASORATORY PERSOIIITEL ARE III ACCORDAI{CE VTTH APPLICABLE ASTI.i }IETHODS UNLESS OTH€RIIISE I{OTEO
SO}{E I I{FORI.IAT I OtI OF TEST REPORT I.IAY 8E PROVIOED 8Y OTHERS
REMARKS:
CoPIES: R.A. Nelson & Associates, lnc
Town of Vai I ; Uestern l,lobi I e;
J V A, Inc.; Gwattney Pratt Schultz Oan l{eill Sobby J. HaYs
FIELD OBSERVER APPROVTD 8Y
CHEN-NORTHERN, INC.
cor{sulTllrc Ell6lirEERs AlrD sclElrTlsTs
REPORT OF CONCRETE TEST CYLINDER D
I\P'S.
93-3 DATE: 9-16-93T0: t{ECl{ Enterpri ses
Attn: Eustdquio corttna JOB N0' 4 178
P.0. Box 3149 SHEET I 0F I
Vail, C0 81658-3149
PR0JECT: Llftslde 8uilding, east of l{esthaven orive and llestin Hotel , South Frontage Road l{est, Vail, Colo.
PLACE!4EIfT L0CATI0N: ilalls at Grid Lines 22 ro ?4 and Llnes Q thru J' Second Lift.
BATCH TICKET I l{F0RllAT lofl SUPPLIER: Uestern l'lobi le
TRUCK ilo. ll7 TICKET l{0. 19803 l,lIX oESICI{ t{0. B
TIHE BATCHED: 3:14 Pll Tll|E ARRIVED: 3:35 Pl{ TII'IE PLACED: 3:41 Pl'l-CU. Y0. LOAD/ACCUIIi: 7121148
FTELD TESTING IIIFORT.IATIOII
Tlllt IEST TAKET{: 3:45 Pil
JOB SPECIFICATIOI{S:
SLUIIP:4114 I1{.
SLUTIP:It{.
SAIIPLE TEl,lP :
AIR C0l{TEf{T: 6.9X
AIR COl'lTEl{T: %
76 "F AIR TEI4P: 65 OF
llET UI{IT tlE I6HT:
IJATER AODED AT SITE 7 GAL.
CYLlIIDER IITFORIIATIOI{
N0. 0F CYLII{0ERS: 6 CYLII'IDER SIZE: 6"x 12" TIIIE CYIIIIDERS CAST: 3:55 Pl'l UHERE CAST: 0n-Slte
CURIT{G II{FOR!,IATIOI{
Ii{ITIAL CURE: 0n-Site FIELD SToRAGE FACILITIES: Insulated 8'lanket
DATE RECEMo AT !AB: 9-20-93 BY: Frank Potvi n llll{/llAx
AGE
DAYS
DATE
TESTED
TOTAL LOAD
(LBs)
DIAl.IETER
( iltcHEs )
AREA
(sq ril)
c0HP . sTR.
(Psr)
TYPE IIF
FRACIURE
CYL I IIDER
UEI6HT
(LBs )
CYLINDER
UIIIT IIEIGHT
(PcF)
28
28
28
?a
9-23-93
9-23-93
t0-14-93
10-14-93
t0-14-93
l0-i4-93
95,000
98,000
It8,500
120,000
t2s,000
12?,000
6.00
6.08
5.98
5.98
5.99
6.07
?8.27
29 .03
?8.09
28.09
28. l8
28.94
3360
3380
4220
4270
4440
4??0
shear
shear
shear
shear
shear
shear
DESIGII STREI{GTH 4000 Pst 0 28 oAYs
TESTS BY LAEORATORY PERSOI{IIEL ARE 1I{ ACCORDAI{CE YITH APPLICAELE ASTI,I I'IETHOOS U]{LESS OTHERT'ISE I{OTED
SOI.{E INFORiIATIOI{ OF TEST REPORI I,IAY BE PROVIDED BY OTHERS
REIIARKS:
COPIES: R.A. l{elson & Associates, In6.Attn: filr, Ri ck Agate.
llestenn l.lobile, Attn: llr. Rlck Seymur
J.V.A., Inc.; Grrrattmey Pratt Schultz;
Carolyn Adans BobbY J. HaYs
FIELD OBSERVER APPROVED 8Y
A3 a ixrtull prot.ction to cllc.t'. th. Publlc
cllents. .nd .uthorlr.tlon tor Fubllc.tlor ot
p.hdlng our Nr{tt€n lpProv.l. S.tnPlc! wlll be
ln rrl tlnq.
A h.fibrr 6l th. EI! group ot complni.r
and outsalvc!, rll iapot't3
rtrtenanta. Cohcl ||Jlonl ol
dl apolad of aftcr ta3tltrg
arc subnlttcd as th. cohfldlcntlal piop.rty of
axtr.aCti frOfi Or ragardlhg our rcportt lt rct.rvad
{r conFlatad unlets othci arrangc'|cnts agrccc !o
Form No. CHEl13A 5/91
CHEN.NORTHERN, INC.
COIISULI IIIG EIIGIIIEERS AM} SCIEIITISTS
REPORT OF CONSTRUCTION ACT
4,1h
R*W
"-.:al;g'}.Y/
T0: l'lECll Enterprises J08 0. 4 178 93-3 0ATE: 10-7-93Attn: Eustaqui o Corti na
P.0. Box 3149Vail, C0 81658-3149 oAILY REPoRT t{0. 9 SHEET l0F I
PR0JECT: Liftside Building east of !,esthaven Drive and llestin Hotel , South Frontage Road llest, Vail, Colorado.
VEATHER COiIDITI0 S At{O TETIPERATU(E: Rain - 45 degrees F.
COIITRACTOR' S COI{STRUCTIOT{ ACTIVITI E5
PERSOI{I{EL:
I.IAJOR EqUIPMEflT:
ACTIYITIES:
CHEI{-IIORTHERiI'S S]TE ACTI VIT I ES
Ue picked up a soil sample at the request of David Schreiner, the material was imported fron
Swift 6ulch. The material needs a Proctor, gradation and P.I.
VERBAL COI.Irufl TCATIOII VITH COI{TRACTOR, EITGII{EER, ARCHITECT, OUI{ER
COPIES: R.A, llel son & Associates. Inc.
J V A, Inc.; tuathney Pratt Schul tz Town of Vail;l
I
I
Brian Scanl an
FIELD OBSERVER
Fred R. Caneron
APPROVED BY
A3. lrututl protactlon to cll€nt3, th. publlc.nd ourr.lvcs, .tI r.por"ts .re subnlttcd rs thc corfldcntl.l propcrty of our cllcnt3, .nd
luthorlratlon fot. publlclt{on of stat.m€;t. Concluilons or cxtr.cts iro(t or r€g.rdlng oqr.qpor.ti is iascrvod panding our rr{tt!$ rFFroerl.
Sa!F1a3 r.t1l b. rll3po3.d of .ftcr tcatlng ls conplGtcd unl.3i other arrangcrncntr rr1 rgroed to in wrlting.
A h.nb.r of th. ElE gt-oup of con|p.n{cs
CHEN-NORTHERN, INC.
coltsljtT I ltc EIG TEERS AID SCIE]tTtSTS
REPORT OF CONSTRUCTION ACTIVITIES
T0: llEclil Entemri sesAttn: Eustaquio Corti na
P.0. 8ox 3149
Val l. C0 81658-3149
JoB ll0. 4 178 93-3 DATE: 10-1?-93
OAILY REPORT IIO. 10 SHEET 1 OF 1
PR0JECI: Liftside Euilding east of Uesthaven Drive and hlesti n Hotel , South Frontage Road Uest, fall, Colorado.
VEATHER COITDITIONS AIID TEI.IPTRATURE
COIITRACTOR' S COIISTRUCTIOII ACTIV TTIES
PERSOI{I,IEL:
l,lAJ0R EQUlPl,lEt{T: Concrete Punp, High Cycle Concrete Vibrator.
ACTIVITIES: Contractor poured footi ng wall at 6rid Lines C thru L and 25 thru 31; Elevation 53.9 to 64.3.
CHEI-IIORTHERI{'S SITE ACTIVITIES
l{e observed th€ contrastor placing concrete at the above rnentioned Grid Lines and elevations.
Ue sampled the concrete at the discharge of pump, tested conorete for slunp, air content, unit
weight and cast three sets of cylinders,
VERBAL COIII'IIJI{ICAIIOII I'TIH COIITRACTOR, EIIGII{EER, ARCHITECT, O}IIER
Contractor was advised of test results.
l,lark of Vestern lloblle vlas advised of results of flrst slump and air content test.
COPIES: R.A.
J V A, Inc. ;
Nelson & Associates, Inc.
GvratlnEy Pfatt Schul tz Town of Vail; I
I
I
Brian Scanl an
FITLD OBSERVTR
Fred R. Caneron
APPROVED SY
A+ a mutq.l protcctlon to cll.[tr, th€ plbttc {nd ouraalvai, ell rcports {r. 3ubn{ttcd .3 tha. confld.ntlrl Frop.rty of ou.r^.cl{rnt3. dnd
auihbr'tatt.r tor. Dubllcrtto,|| ot rtrtcr|ent. conclusion3 or extre.ti-f""'| o;;;si;aini oqr raports ls rr-:rrvcd icnilng our wtittcn 'pFiovrl '
iiiiii.i *iti lJaisporcA ot.ft€r tcatlng l5 cohplated unles3 othcr arrangondnts u-..gt-.Gd to ln nl'ltlng.
A |'€rlb.r of tha !!! group of co|lprnlcs
CHEN.NORTHERN, INC.
COI{SULTIl{G EilGIITE€RS AIIO SCIE'ITISTS
REPORT OF CONCRETE TEST CYLINDER DAT
f'" + t"-.i
F- ocr Hsi,
E d#ATHI:::".r i
P,,jffiffiH"$
J08 ll0, 4 178 93-3 DATE: 9-20-93T0: l,lECll Enterpri sesAttn: Eustaquio Corti na
P.0. Box 3149 SHEET 1 0F I
_ Vaii, C0 81658-3149
PR0JECT: Llftside Bulldlng, east of Uesthaven Drive and lJestin Hotel , South Frontage Road l{est, Vail, golo.
PLACEI,IENT LOCATIOII:l{orth llal I Lines P-10 through P-26, J to P.
BATCH TICKET It{F0R}lATI0l{ SUPPLIER: llestern llobi le
TRUCK ilo. 114 TICKET t{0. 9932 iltX DESIGI| r0. 44
Tl!'lE BATCHED: --- TIIIE ARRIVED: 3:45 Pil TIl.lE PLACED: 4:05 P|,|-CU.Y0.L0AD/ACCU!|: 7
FIELD TEsTIllE IllF0RllATIOl{ SAl,lPtE TEl,lP: 71 T AIR TEIIP: 7? oF
TIl,lE TEST TAKEI{: 4:10 Pil SLUilP: 4 1/4 lil. AIR C0l{TEtlT: 5.21 UET tit{IT UEIGHT:
JOB SPECIFICATI0HS: SLU}IP: Il{. AIR C0l{TEl{T: X UATER ADOED AT SITE 0 GAL.
cYLII{DER Il{F0Rl,lATI0t{
t{0. 0F CYLIIIoERS: 4 CYLIIIDER SIZE: 6"x 1?" TIIIE CYLII{DERS CAST: 4:15 Pl4 IIHERE CAST: on-slte
CI'RINC IT{FORI.IATIOI{
II{ITIAL CURE: 48 hours 0n-Site
DATE RECEMD AT LAB: 9-22-93
FIELD SToRAGE FACILITIES: lnsulated Bl anket
BY: l{ark Jensen l,llll/l,lAx
AGE
DAYS
DATE
TEST€D
TOTAL LOAD
(L8s)
DIAI.IETER
( It{cHES )
AREA
(sQ It{)
coilP. sTR.
(psl)
TYPE OF
FRACTURE
CYLINOER
UEIGHT
(LBS )
CYLIl{OER
UIIIT I,'EIGIIT
(PcF)
28
28
56
9-?7-9X
10-18-93
10-18-93
l1-15-93
121,000
153,000
157,000
6.05
6,05
6.07
28.75
28.75
28.94
42t0
5320
5430
shear
shear
shear
OESIGI{ STRETIGTH 8-4OOO PSI 8 28 DAYS
TESTS BY LASORATORY PERSOI{]{EL ARE II{ ACCORDANCE VITH APPLICABLE ASTI.I I'IETHODS U]{LESS OTHERUISE ]{OTEO
SOI{E IIIFORI,IATIOfl OF TEST REPORT I.IAY BE PROVIDED BY OTHER5
REiIARKS:
COPIES: R.A, flel son & Assoclates, Inc.,Attn: l,lr. Rick Agate.
lrestern lloblle, Attn: l{r. Rick SeJmrour;
J.V.A., Inc.; Ewatlmey Pratt Schultz;
Oan Nelll Eobby J. Hays
FIELO OESERVER APPROVED BY
Ar. buturl prot.etlon to cll.ntr, thc publlc .nd ogttc'|v.3, .ll l'.pott3
cll.ntrr lnd althorlzatlori loi publlcrtlon of ltatdnent!. Conclurlr|r' orp.ndlng oi|r irlttcn .ppr"ov.l. SarDlct wlll bc dlsposcd of .ttir t€rtlngIn raltlng.
A nlmber of th. !!E gronp of cctnrnl.!
crc aubnltt.d rr th. confldlcntlal proparty ef
cxtrrctr fion or raglrdlng our rcPorts la r.rrwad
li coftt'lct.d unlata othcr lrrrnganrlnts agracd to
Fortn No. c}lEIllA 6/91
t
CHEN.NORTHERN, INC.
COI{SULT I]{G EIIGINEERS AIIO SCIEI{TI5TS
REPORT OF CONCRETE TEST CYLINDER
F ort lngE
:" .dbtil#p/R*r'tqe?itEAfr -'.j
I0: ECII Enterprl ses JOB l{0. 4 178 93-3 oATE: 10-13-93
Attn: Eustagulo corti na
P.0. Box 3149 SHEET I 0F I
Vai l, C0 81658-3149
pROJECT: Liftslde Sullding, east of tlesthav€n Drive and l{estln Hotel , South Frontage Road llest, Vail, Colo-
PLACEHEflT L0CATI0I{: Lon Yall beteeen Grld Lines Y-2 and Elevator shaft "c".
SATCH TICKET I1{FORI.IATIOI{
TRUCK N0. 150
TIl,tE EATCHE0: 4: 17 Pl{
TICKET ll0. 010756
TIl,lE ARRIVEO: ---
SUPPLIER: llestern l'lobi I e
l,ltx DEsIGll ilo. 44
TII{E PLACED: 4:30 P|{-CU. YD. L0AD/ACCUI{: Tl7l
FIETD TTSTII{G I NFORI{ATION
TII'IE TEST TAKEII: 5:50 Pll
JO8 SPECIFICAITOI{S:
SLUIIP:21l2 lil.
SLUIIP: llax.4 I1{.
SAI{PLE TETIP:
AIR C0l{TEl{T:3.5I
AIR CoflTEl{T: 1
65 .F AIR TEIIP: 45 T
lrET UlllT UEIG$T: ---
VATER ADDEO AT SITE 4 6AL.
cYL INDER I1{F0Rl,lATI0l{
N0. 0F CYLII{OERS: 6 CYIIiIDER SIZE: 6"x 12" TIt.lE CYLIIIOERS CAST: 5:55 Pll ttHERE CAST: 0n-Si te
CURTN6 II{FORI{ATTOII
IIIITIAL CURE: 48 hours
DATE R€CEIVEO AT LAB:
oir-5.|te
10-15-93
FIELD ST0RAGE FACIIITIES: Cure 8ox
8Y: Frank Potvin lllll/l'lAx
con/spl i t
shear
lo4,000
117,500
l0-20-93
l0-20-93
ll-r0-93
r l-10-93
t l-10-93
11-10-93
7
28
28
z8
(o
DESICII STREI{GTH 4OOO PSI @ 28 DAYS
rrsTffiBoRAToRy pERsonttEL ARt nt AccoRoAncE yITH AppLIcABLE AsTlt ttETHoDs utlLEss oTHERYISE fl0TED
SOiIE II{FffiI.IATIOII OF TEST REPORT I'IAY 8E PROVIDEI) BY OTHERS
REMARKS: Sanrple taken from discharge of pump.
Brian Scanlan Eobby J. HaYs
FIELD OESERVER APPROVEO 8Y
COPIES: R.A. l{elson & Associ ates, lnc.;
Town of Vail: Uestenn llobile;
J v A, Inc.; gwathr|ey Pratt Schultz;
A5 . nirtual protactlon to cll.nt3. th' Publlc
cll.nt3, rnd ruthorlzrtlon foF psbllcrtlott-of
Flndlrg ori wrlttcn rpProval. S||nplcl lrll DC
l",,:,illl"l; the !!! sroqp or comp.nrGs
|ndour3clv.3..llr.po|.t..rG.ubaltt.d.rth.confld|.nt|.lPtop.ityof..-..
"tii...ntr. conclution: or cxtractt fFon| gf ragrrdlng our r.Fort3 i5 ..t.raca
dl3po5.d of.ftcf tcstlng t" "diiitii-ij"ii'rr-3itro
ir"*ga'intt 'srt''l to
For.| o. cHEll3A 6/91
C
CHEN.NORTHERN, INC.
COIISULTITC Eil€II{EERs AI{D SCIEilTISTS
REPORT OF CONCRETE TEST CYLINDER DATA
A3 r nuturl piot.ctton to cll.rt.. thc Fubl'lc .od oura.lv.r. .Il rcport3.r'a sqbndtt.d r. thc confldl.rtlrl Prop.rty of
cllants, 6nd .uthorl2atlon (of pirbllcrtlon of ttataiahti. co6clsalonr or axtfrcts l|.oln or iagardlrg ouf raPoats {3 f'l'rvld
;;;i;;';;-*;i;I;;,';;;;;;.i : Sinplrr wtlr-be-itrporoi-or.rti"-iiiiing'ti io,"piitca unle.i ;th.r irnasanrnu !!F.'d to
ltr w|.l tlnq./i-";i;;';i th. gI! sroup ol caorp.nrca Forn No' ctlEll3* 6/91
t@
J08 l{0. 4 178 93-3 0ATE: 10-12-93T0: llEcll Enterprt sesAttn: Eustaquio CortJ nap.0. Box 3149 SHEET r 0F 3vall, C0 81658-3t49
PRoJECT: Liftside Euilding, east of l,lesthaven 0rive and l,estin Hotel , South Frontage Road Uest, Vail, CoIo.
PLACEI.IE[T LOCATIOI{:Grid Lines C thru L, 25 thru 31,
Elevation 53.9 to 54.9.
8.4TCH TICKET Il{F0Rr,lATI0l{ . SUPPIIER: t{estern l'lobi le
TRUCK flo. 97 TICKET t{0. 010681 lllx DESIG!| t{0. 44
IIr.fE BATCHE0: 8:35 All TIIIE ARRIVEO: TIl,lE PLACED: 9:10 All-CU . Y0 , L0AD/ACCUM: I lZ$lll9
FIELD TESTING I}IFORI,IATIOII
TII'IE TEST TAKEII: 9: 15 All
JOB SPECIFICATIOI{S:
SLtlflP: 3 1/,f Il{.
SLUMP: ilax.4 lll.
SAI.IPL€ TEI.IP:
AIR C0l{TEllT: 3.2I
AIR C0l{TEtlT: -- 1
60 .F AIR TEI.IP: 40 OF
I'ET UI{IT I{EIGHT:
UATEN AODED AT 5ITE 4 6AL.
CYLII{DER II{FORI,IATION
0. 0F CYLIIIDERS: 6 CYLII{0ER SIZE: 6"x 1?" TtllE CYLI}I0ERS CAST: 9:27 Ail UHERE CAST: 0n-Site
CUR I I.IG IIIFORI.IATIOH
II{ITIAL CURE: 48 hours 0n-5ite
0ATE RECEIVE0 AT LA8: 10-14-93
FIEL0 SToRAGE FACILITIES: Cure Elankets
8Y: Frank Potvln l'lll{/1'l X
AGE
OAYS
OATE
TESTED
TOTAL LOAD
(LBS)
DIAI.IETER
( It{cHES )
AflEA
(sQ il{)
col(P. sTR.
(PSr)
TYPE OF
FRACTURE
CYLIIIDER
YEIGHT
(LBs)
CYLIIIOTR
UI{IT IJE IGHT
{PCF)
7A
7A
284
284
2AA
28A
H
H
l0-19-93
l0-19-93
n-9-93
! 1-9-93
11-9-93
I l-9-93
125,500
1?Z,000
6.04
6.03
?8.65
28.56
4380
4270
shsear
snear
DESIGII STREIICTH 4000 PsI e 28 oAYS
TESTS BY LASORATORY PTRSOI{IIEL ARE III ACCORDAIICE VTTH APPLICABLE ASTI'I I.IETH(IDS UIILESS OTHERI.'ISE NOTED
SOI,IE I ilFORI{AT TOI{ OF TEST REPORT IiAY BE PROVI[)EO BY OTHIRS
RE ANKS:Sarnpl es taken frorn discharge of punp.
CoPIES: R.A. l{el son & Associates, Inc
Torm of Vail; Vestern llobi le;
J V A, Inc.; Gwattmey Pratt Schultz Brian Scanlan Bobby J. fhyg
FIELD OBSERVER APPROVED 8Y
CHEN.NORTHERN, INC.
COI{SUTTIIIG EilGIIIEERS AIID 5C I EIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
At. tlqturl Pr.tcctlon to cllGnt3' th' pqbtlc rnd ours'lvelr all r'!'ottr ri' 3ubtilt-t'd 13 thc €onfld{Gntl'l grop'rty ol
cllent3. ind ruthoFtE.tton fof psbilc.tloh ol rtrt.rcnts. conelurlo'n: of Grtr..t3 froll or tcgardlr|o our rcpoits it r"'rv'd
p.ndtns our. r.rrtt.h .pprova,. Sifriiii-iiir-i"-iiiil.li-ir;?t:;-I;;;i.i ri corryirtca unl..3 ;thcr irrrngcmintt 'sr'€'r to
ln rrltl|lq.i"#;;";; tho !!! groue of c..rP.nl.t For o' cMEll3a 6le1
T0: ilECl'l
Attn
P.0.
Vai I
PROJECT:
Enterpri ses
Eustaguio Cortina
8ox 3149
c0 81658-3149
Liftside Eui l di ng,
JOB ito.178 93-3 DATE: 10-12-93
SHEET 2 OF 3
Uesthaven Drive and tlestin Hotel , South Frontage Road l,est, Vail, Colo.
PLACEI{E}IT LOCATIOI{ :Grid Lines C thru L,
Approximate elevation
25 thru 31
qo
BATCH TICKET II{FORI,IATIOI{
TRT CK fto. 97
TIl,lE EATCHED: l0:54 All
TtcKET ilo. 010589
TlltE ARRIYED: Il:01 AH
SUPPLIER: Uestern ll'obl I e
illx DESIGII t{0. 44
TIttE PLACE0:11 :02 AI4-CU. YD. L0AD/ACCU]'|: 7l70lLlg
FIELD TESTIT{6 INF()RI.IATIOI{
ftfiE IIST TAKEII: Il:07 A]l
JO8 SPEC I F ICAT I OI{S:
SIWP: 3 l/2 Ill.
SLWP: llax.4 I l{.
SAI{PLE IEIIP:
AIR COtl[l{T:3.5X
AIR C0l{TEl{T: I
63 "F AIR TEI'IP: 50 .F
I{ET U}{IT lIE T6HT:
VATER AODEO AT SITE O GAL.
CYLIIIOER Ii{FORI.IATIOI{
t{0. 0F CYLIT{DERS: 6 CYL II{0ER SIZE: 6"x 12" Tlr4E CYLII{DERS CAST: lt:12 Al'l IIHERE CAST: on-site
CURINC ITIFORTIATIO'{
II{ITIAL CURE: 48 hours
OATE RECEIVED AT tA8:
0n-Si te
10-14-93
FIEID ST0RAGE FACITITIES: Cure Elanket
BY: Frank Potvi n lllil/l{Ax
AGE
OAYS
OATE
TESTED
TOTAL LOAO
(LBs )
DIAI{ETER
( rHcH€s)
AREA
(sQ Il{)
COHP. STR.
(PSl )
TYPE ()F
FRACTURE
CYtIt{OER
I'E I CHT
(Lss)
cYt Il{ofR
UI{IT IdEICHT
(PCF)
78
th
2SB
288
288 H
288 H
l0-r9-93
10- 19-93
I l-9-93
1l-9-93
11-9-93
11-9-93
134,000
130,000
6.07
6.06
25.94
28.84
4630
4510
sheaP
shear
DESIGII STREIIGTH 4OO(l FSI O 28 DAYS
TESTS 8Y LAEORATORY PERSOIIIIEL ARE I}I ACCORDAI{CE VITH APPLICAELE ASTI'I HETHODS UHLESS OTHERVISE IIOTEO
SOI,I€ TIIFOR}IATIOII OF T€ST REPORT I'IAY BE PROVIOEO 8Y OTHERS
REI|ARKS:Sample taken frorn discharge of pmp.
CoPIES: R.A. llelson & Assocl ates, Inc.;
fo n of Vail; Yestern llobile;
J V A, Inc.; Gwathney Pratt Schultz;Srian Scanlan EobbY J. tlays
FIELD OBSERVER APPROVED BY
CHEN.NORTHERN, INC.
c0flsulTl116 Er{GrIEER5 Ailo SCIttITI STS
REPORT OF CONCRETE TEST CYLINDER DATA
A3 ! fitut|r.] lrot.ctfon to cltantir th. publlc rnd ourralvar, !ll r.poFt3 .ia 3ubarlttad .. th. confldl€ntl.l proPtrty ot
cIlQnts, and lsthortzatton for Fgbllcatlon,of 3t.t€rt|.nt!. conclgtlo{rr .r' ertrrctr ftottt 9f fcgrlrdlng our- rcports !! l:t:l"tl
;;;;i;; '";;-"; i;;iit ipi.i".i. 5iroptii iiit tr oijporcd of rft.i tcrting Ir co pl.t.d unle33 oth.r a|.rlhe.||.nt. 'grc'd ro
ln wrltln9.A-i;il;-;i thc !!! sroup ot cocP.nl.t Forft lto' ctlEllSA 6/91
I0: l{EC}'l Enterprises J08 ll0. 4 I78 93-3 DATE: 10-tZ-93
Attn: Eustaquio Corti na
P.0. 0ox 3149 SHEEI 3 0F 3
VaiI, C0 81658-3149
PRoJECT: Liftside Building, east of tfesthaven otlve and l,lesti n Hotel , South Fnontage Road tlest, Uail, Colo.
PLACET{EI{T LOCATIOT{ :Grld Lines C thru L, 25 thru 3l
Approxloate elevatlon 64.
BATCH TICKET I HFORI{ATI OII
TRUCK t(0. 97
TIIIE BATCHEO: t:07 Ptl
TICK€T !t0. 01070t
TIHE ARRIVED: l:15 Pll
SttPPLIER: l,lestern llobi le
lllx 0E5I6ll 1{0. 44
TIHE PLACED: l:15 Pf4-CU. YD. LOAO/ACCL!4: 7lll9
FIgLD TTSTIilS IIIFORiIATIOII
TIl,iE TEST TAKEN: 1:3? Pt'l
JOB SPECIFTCAT IOils:
StW: ? 1/4 It{.
SLUl,lP: ilax.4 Il{.
SAI,IPLE TEI.IP:
AIR COI{TENT: 3.fl
AIR COtlTEtlI: I
63 "F AIR IEIIP: 50'F
I{ET U IT TIEIGHT:
UATTR ADOEO AT 5ITE 5 GAL.
CYLIIIDER II{FOf,I.IATIOII
l{0. 0F CYLIIIoERS: 6 CYtIll0ER SIZE: 6"x r2" TIIIE CYIIIIDERS CAST; 1:?5 Ptl IIHERE CAST: 0n-Site
CURTilC II{FORI,IATIOII
IIITIAL CmE: 48 hours on*Site
DATE RTCEMD Al LAB: 10-14-93
FIELD ST0RAGE FACILIIIES: cure Blanket
8Y: Frank Potvln l{ll{/ilAx
AUE
DAYS
OATE
TESTED
TOIAL LOAll
(tBs)
OIAI,I€TER
tl?lcHEs)
AREA
(sQ lll)
c0l1P . sTR.
(Psr)
TYPE OF
FRACTURE
CYLIIIOER
I'E J GHT
(LBS)
CYLIilDER
UXIT |lEIGllT
(PcF)
7C
7C
28C
28C
28C H
28C H
l0-19-93
10-19-93
11-9-93
t1-9-93
1l-9-93
I l-9-93
144,000
135,000
6.08
6.08
29.03
29.03
4960
4650
shean
shear
DESIGII STREIICIH 4000 Pst a 28 DAY9
TESTS BY LABORATORY PERS(II{I{€L ARE III ACCffiDAIICE IJITH APPTICAELE ASTI'I I'IETHODS UI{LESS OTHERI{ISE I{OTED
SOI'I€ II{FORIIATIOII OF TEST R€PORT IIAY BE PROVTOEO BY OTHERS
REI.IARKS Sanrpl e taken frcm di scharge of punp.
COPI€S: R,A, l{elson & Associates, Inc.;
Town of Vail: tlestern tiobile;
J V A, Inc.; Gwatlmey Pratt schultz:Brian Scanlan Eobby J. thYs
rIELD OSSERVER APPROVED BY
i Ot
CHEN-NORTHERN, INC.
COiISULTTXG EXGIIIEERS AIID SCIEIIII STS
REPORT OF CONSTRUCTION ACTTVIITES
T0: llEoll EnteFprisee JOB IO. 4 17t 93-3 DATE: 10-20-9:fAttn: EGtsquio cortina
P.0. 8ox 5149Vait, cO 81658.3149 DArLy REPORI lto- 14 SIEET 1 OF z
PRoJECI: Liltside Bui tding East of llesthgven Drive a.d llestin ltotet, south Frontage Road uest. vsil, colorado.
REFoRI OF: SIRUCTURAL STEEL
Ihe fittet relds Hepe visustly obeerved on the staiB fron grourd level to the roof bet*€en Gridtiner 15 ' 18 and S.5 - V. Atl the connect i ons rere relded ard for.rnd to b€ ecceptabte. fhe entbedat the fourth level on t5 Line rEs misaligned a.d a 76'. ptate xas ltetded to the enbed Hith a 1/4nfittet retd to make the stsir comection.
CoPIES: R.A. lletson & Associates, lnc-, Attn: r. Rick Agatei
J V A, Inc.; GrathrEy Pratt Schultz;
Ionn of Vai t, Attn: l,|f. Dan Stanek,-
Fred R. Ca'|eron
APPROVED BY
Darrett lluss
FTEID OBSERI'ER
I
Ai. rutu.l prot.calon to cll.nt.! th. publlc and our5.lv.!, !ll roport3 .r. submlttcd .3 th. confldcntl.l propcrty of our cll.ntt. rnd
luthoiluatlon for ptbllcatlon of ltatanant. Cot|cluslonr or extracts ftom oi ragrrding ori repoiti l3 raicr"vad pcnd{tlg oui flrlttrn rpproval.
srtplas |flll b. dlspor.d ot aft.r tc3tlng l3 co pllt€d unl.ss othar arr.ngfficnt3 lrc .grccd to'lr Rrltlng.
A mafilar of th. EII group of conplnlci .dr r|o. ctttoat 6/tl
tf
ffii,1%
Er"ry
rl Oa
CHEN.NORTHERN, INC.
. @{sullllrc E G TEERS AID SCtEt|ltSrS
REPORI OF CONSTRUCTTON ACTIVIfIES
TO3 ilECfi Enterprises JoB xo. 4 173 93-3 DATE; 10-m-9!lAttn; EustaqJio Cortlna
P.O. Bor 3149vait, co 81658-3149 DAttY nEFORT llo. 14 SttEEI 2 oF 2
PROJECI: tiftsid€ Euilding EaBt of lJesthsven Drive ard gestin llotet, South F.ontsge toad llest, Vail, Col,of8do,
REPORT 0F: ROCK BOLTS
Pr. P #345818G'UJGE READIIIC CAUGE #E 10
RAfl #A 365
IIIITIAL FIIIAL
1. 4000 3800
?. 4000 3900
f,. 40oo 4000
4. 4000 4000 - Creep 500 lb. increments
s. 4000 4000
6. 4000 3900
7. 5800 r80o
8. 3900 5900
[qber I ras in the plt area on c Line.
lufters Z thru 8 rbre in the riorthHest corner
a
aa
frJ)
ta
\s/aa
Oo.@
t?t\:/
rn
t
oa
COPIES: R.A. lel,son & Associates, Inc., Attn: l,lr. Rick Agate;
J v A, Inc.; cHathtEy Prstt schultz;
Toxn of Vait, Attn: llr. Dan Stanek;
Dart'et I Huss
FIELD OgSERVER
Fr€d R, caneron
APPROVED BY
A5 . rutual piot.ctlon to cllcnt3. thc ptrbllc a||d ours.lver, qll r€porta ar. .ub|Dltt.d rt th. confldcntl.l prop.rty of our cllert3, and
ruthorlzltlon fof Ftbllcrtlon ol rtrtatatrt. Concluilons or lrtFact3 trom or ragardlng our raport3 lB r.cscrvcd pandlng o|lr r,rlttan rFProv!1.
Sl|lpl€3 v,lll ba dlspoacd of.ftcr t.rtlng l3 cofiplct.d qnlesi othar arrangem.nt3 arc rgroed to ln rltlng.A rrnber of th. EI! grouf of cofip.nla5 .'dr s. ofi.14 6/{l
ll
CHEN.NORTHERN, INC.
CONSULI TIIG E'IGIIIEERS AIID SCIEIITIST9
REPORT OF CONSTRUCTION ACTIVITIES
T0: llE0ll Enterprises JOB !t0. 4 178 93-3 0ATE: 10-13-93Attn: Eustaqulo Corti na
P.0. Box 3149Vail, C0 8t650-3149 DAILY REPORT tlO. l1 SHEET I 0F I
PR0JECT: Llftside Eullding east of Uesthaven Drlve and ty'estin Hotel , South Frontage Road Uest, Vail, Colorado.
IIEATHER C0!l0lTl0l{S All0 TEIiPERATURE: Partly Cl oudy - {0 to 50 degrees F.
CO TRACTOR'S COIISIRI'CTIOI{ ACTIVITIES
PER5Ol{IIEL:
llAJ0R gqUIPl{EtlT: Concrete Pump, Vibrator
ACTIVITIES: Contractor excavated for footi ngs at 14 to 19. X to Y.2. ContFactor poured 'leveling
pads for footings. Contractor poured low Hall at Y.2, R-18 thru 10.9. Contractor poured elevator
shaft "C" to elevation 95.
CHEI{-I{ORTHERX'S SITE ACTIVITIES
l{e observed footing exclvatlons. Ue requested the contractor reflEve all loose rock and soils
hefore pouring leveling pads. Contractor cleaned all loose rock and solls before pouring.
Contractor piaced dowel bars in leveling pads.
Ue sampled concrete being placed. Ue tested concrete for slurnp, air content, unit wei ght and
temperature. lle picked up cylinders cast on 0ctober 12, 1993. Contractor poured 28 cubic
yaros.
VERBAL COI,II.IUIIICATIOT UITH COilTRACTOR, EIIGIIIEER, ARCHITECT, OVI{ER
COPIES: R.A.
J V A, Inc.;
llel son & Associates, Inc,;
G athEy Pratt Schul tz;Town of Vall;l
I
Brian Scanl an
FIELO OESERVER
Fred R. Cameron
APPROVED BY
ol
A.. Futu.l protactlon to cllcntr, th. publlc rnd ourr.lvcr, r'll r.cports ara iutllnltt.d 13 thi conffd.ntlrl property ot our clfcnt3' and
""u'"iiiiii.f,-io. pi,biinit.i-;i rirtcorit. conclurtont o" citractr ir-onr or rogiigini our r.po"tr Ir rrs.r'rcd ;rndtns-our. nt'lttrn .FpFov.r.
S.mpl€i wlll ba dlrFor.d of sfter tattlng lt coripl.tcd lrl.ir oth.r.rrrngam.nts .rc .gr.cd to lr li.itlng.
A r|3r|bcr of tha E!! group of c(.tDrnl!3
Oa
REPORT OF CONSTRUCTION ACTIVITIES
tl
CHEN-NORTHERN, INC.
COT{SULTIXG EIIGIIIEERS AIID SCIEXITSTS
T0: ilEClt Enterpri ses JoB lto. 1 178 93-3 DATE: 10-15-93Attn: Eu$taquio Corti na
P.0. 8ox 3149Vail, C0 81658-3149 DAILY REPmT ilo. 12 SHEET I 0F I
PR0JECT: Liftside Building e.st of Uesthaven Orive and Uestin Hotel , South Frontage Road llest, Vail, Colopado.
I|EATHER CONDITIOIIS AIiD TEI,IPERATURE :Rain - 40 degrees F,
C0iITRACT0R'S CollsTRtlcTlotl ACTIVITIES: Dyni dag Bar lnstalla on
PERSot{}ltL: Three
l,lAJ0R EqUIPI{EiIT: Concrete Redi-l{lx Truck.
ACTIVITIES: Contractor drilled and placed llywi dag bar. Contractor grouted bar.
CHETI-I{ORTHERII'S SITE ACTIVITIEs
tlhi le drilling bar, contractor encountered a void at approxinrately 7 thru g feet from grade.
Contractor bler hole with air and found the void connected to the east face of this shelf,
Contractor drllled five additlonal holes and filled thern with ready mi xed grout, f{o grout cane
up around the lhaydag Bar. Contnaetor ni1l grout this bar at a later date. 6rout used was
betlreen2toSyands.
VERBAL CSIIIUIIICATIOII UITH COTITRACTOR, EIIGII,IEER, ARCHITECT, OIII{ER
Davld Schrei ner with R.A. l{el son & Associates nas advlsed of our observations.
COPIES: R.A. llelson & Associates, Inc,
J V A, Inc.; &rathney Pratt Schultz Town of Vail; I
I
Brian Scanl an
FIELD OB5ERVER
Fred R. Cameron
APPROVED BY
Ar r uturl prot.ctlon to clicht3, th. Fubllc lDd ourB.lv.r. .ll r.poitr.r. 3utinltt.d ar th. c6nfld.ntl.l Frop.rty ot ou-r_cllltrtr. .!d
authorlzatlo; for ptrhllcrtlo|t of ciatsncirt. Conctui{on3 or eitrr,ctr irom or F.g.rdlng our rcportt li fc3.rv.d irndlng'ottr xrltt.n tFProv.l.
SamFlcs rlll b. dlapoi.d ot aftcr t.rtlng.l! co plctcd unl.3r othar. .rrahg.ti.nts .r. tgre.d tc ln irlttng,
A h.||lb.i of th. qI! gFoup of co|||p.nl.3
Ot
CHEN.NORTHERN, INC.
CONISULT I }IG EXGII{EERS AIID SCIEIITISTS
REPORT OF CONSTRUCTION ACNVMES
TO:!l€C!l Enterpri ses
Attn: Eustaquio Corti na
P.0. 8ox 3149VaiI, C0 81658-3149
J08 ll0. 4 178 93-3 0ATE: 10-15-93
OAILY REPORT ItO. IEA SHEET I OF 1
PROJECT: Liftside Building east of Uesthaven Drive and llestl n Hotel , South Frontage Road Yest, Vail, Colorado.
UEATHER CO}IDITIOiIS AilD TEHPERATURE:Cloudy - Cool
COI{TRACTOR' S COI{STRI'CT IOI{ ACTIVITTES
PERSOllllEL: Yenter ConstPucti on
tlAJOR EQUIPIIENT: Grout Putp
ACTIVTTIES: Grouting of repl acement Dywidag Anchor at the southeast corner of the A-1 Stairuell
CHE]I.IIORTHERT{'S SITE ACTIVITIES
A replaceltent anchor hole was drilled and grouted in the southeast corner of the A-l Staircore.
The hole deDth is 36 feet. A void was encountered frm 6 to 9 feet in depth. The minimum
anchor penetratlon into cdpetent bedrock is 27 feet. It was recsmnended that the entlre void
be filled vrith grout in tha active and abandoned anchor holes to verify that no voids wi ll be
beiow the proposed footing area.
VERBAL CtlIlMUilICATIOI{ UITH COI{TRACTOR,Ei{OIIIEER, ARCHITECT,OUIIER
COPIES:JVA,
R.A. l{elson & Associates, Inc.Inc.; G|rattmey Pratt Schul tz Town of Vail; I
I
Joe E. Eenedi ct
FIELD OB5ERVER
Fred R. Caneron
APPROVED 8Y.
tr
Aa. nuturl Drot.ctlor to cll.nt3r tha publt..nt orrrs€lvci. all r.Forta ara aubd tt.d 13 th! co[fldGntlal propGrty of our-clltnts' rnd
ruthortzrttor tor DqbItclttor of rtrt.,ncnt. conclustont o" .rt...t
"
-i"-oo--oii.igiidi;g il";portJ tr rcrervca i€nilng-our wrlttan tpProvrl '
iiiiili iiii-uf 'airporcct ot !tt.r te3tlng t3 cohpl€tGd unleis oth.r .rr.ng.m.nt! .r. rgP..d to In wrltlng.
A |n.trb€r of th. !I! group of companl.s
Ot
CHEN.NORTHERN, INC.
clfasulTmc E]{cmEERs A D SCI EilTtSTS
REPORT OF CONSTRUCTION ACTIVITIES
T0: llEcll Enterppis$ JoB 0. 4 178 93-3 DATE: 10-16-93Attn: Eustaquio Corti na
P.0. Box 3149Vail, 00 81658-3149 0AILY REPORT ll0, tg SHE€T I 0F 1
PR0JECT: Liftside Building ea6t of lr,esthaven Drive and l{esti n Hotel , South Frontage Road }lest, Vail, Colorado.
T EATHER C0I|DITIO|{S Al{D TEI,IPERATURE
COIITRACTOR'S COI{STRIJCTIOI{ ACTIVITI ES
PERSOI{I{EL:
IOJOR EQUIPl,lEllT: Concrete Punrp
ACTIVITTES: 8TE Concrete poured wall at Grid Lines 25 to 31, C to K to elevation 72'
128 cubic yards of concrete.
Contractor pl aced
CHEN-IIORTHERI{'S SITE ACTIVITIES
lle sanpled concrete being placed. Ue tested concrete for slump, air content, unit weight and
tsnperature and cast three sets of cylinders.
VERBAL COII,II,IUI{ I CATI OI{ I{ITH COI{TRACTOR, EI{GIIIEER, ARCHITECT,
Contractor was advi sed of test rcsults.
0!,1{ER
COPIES:
J V A,
R.A. l{elson & Associates, Inc.Inc.; Gwattmey Pratt Schultz Town of Vail; I
I
I
Brian Scanlan
FIELD OBSERVER
Fred R. cameron
APPROVEO BY
Or
As r nutual protactlon to cllentrr tha publlc.rd orr3.lv.r, .ll r.portr rr.. tl|brlttrd .a th. confldent{rl prop.ity ol our.cll.ntt' .nd
."thoii;;aio[ ,o;publlcrtlon ot siat.reit. Conclurion. or citraetc irom or rrgerdlng our report3 lr rc..rv.d i.ndlrg oururltt.n.FFrovrI.
Sdrpl€3 r,.llI b. dlrpored ot.ft.r t.rtlng Ir codplatad ur1c33 oth.r .n rng.mentr ar.. agrccd to In Nritilng.
A nEnber ot the !I! group ot coop.nl.t
r55
150
145
tJ.()
o.
I
tsg)z
UJo
E
G
140
135
130
r25
120
115
5
Mr
ZERO Att VO|D CUrvES
SPECFIC
GRAVITY
SPECFIC
GRAVITY
SPECFIC
GFAVTry
2,80
.2.70
2.60
lo 15
]ISTURE CONTENT - PERCENT OF DRY WEIGHT
LoCATPN: LIFTSIDE MOISTURE-DENSITY
RELATIONSHIPS}|oLE NO:DEPTH :SAMPLE NO :
SOL DESCFFTON: Siltv Gravel with Sand ( Import )Cten€Northern.lne
MAx. oRY DENstfy ;127.4 pg,p opT. MorsT. conrrENT: 9.5 %PRocED{rRE: AST}I D698-91 Method C
LOUD L[iiTT:27 PLASTCTTY NDEX: 6 .,oe 1|o. : 4 178 93-3 | FrG No-
DATE: 0ctober 7, lggT 1GRAVEL r 43 ?3 SA|{D: 32 s, Si.T AND CLAY t-200) : 25 X
o
,ur. tre|?orflED
|3|9 $fl,(r $ruEr
00([ffn, (oorADO mol
$3.raa.t95l
l0t.r44 . l95t ftx
Date: Sept U, 1993 Timq 10:30arn
Danny Swertfeger
Gwathmey/Pratt Architecrs
1{F0 S. Frontage Road West
Vail, CO 81657
JVA Project Number: 6000
Fiefd Visir Numben 4
Projech Liftside (Waterford)
Location: Vail. CO
Contracton RA, Nelson Associates
Orrcn MECM Entcrprises
Weathen Partly Cloudy, 650
Prcsent at Site: Ton Skinner, Dave Schreiner,
Jeff, Ironworkers
The following items were observed:
Forming of concrete walls was co.ntinuing. ]lr9 south portions of the curved wall is formed up to approximately elevation80'-0. Much of this end of the wall is poured full height with some areas of reinforcing still being tied.- Reinforcing in place
appeared to conform with the drawings.
The north end of the curved wall atong with the walls and large piers around stair C were just starting to be formed fromthe footing.- Reinforcing for the fist tift was in place to e.ia zs. The pier at Grid 28 was still being formed with littlereinforci"g in place. Walls east of Grid 28 were not formed yet.
The horizontal reinforcing from the north wall of the stair did not project into the pier at Grid 2g as was specified. This
was not acceptable. The contractor indicated that to correct the bari alieady in placi would mean tearing dovm forms and
r-einfgrcing gats- He requested that if possible, revisions should be made to add bars to those already in place. Revised
{rawilqs will be prwided. Many of the U-shaped bars shown in the revised pier drawings were provided as two lapped L-
shaped bars. After further discussion it was noted that the ironworker was working froi a revisea shop drawing that had
not. been reviewed bry this office. Many bars were changed from our drawings. wJfieH measured the bars so that I could
review the bars.supplied for acceptability.
Corner bars were not in place yet at the west end of the #6 at 6' horizontal bars of the north wall of Stair C.
JVA, INC.
cot{sur.nN6 STlucIut^t tl{Gt rtRt
ff*i'+ng\r$ ocr rssl """
Z PBATTgoiltiLTz ru-
[Yl : ARCHITECTS'F;C.,^q]/
Thomas P. Skinner. P.E.
This site vislt was mada to obsawc tha pmgress and the quality of lhe sl.uctural portion ot the construction work and dctctnine whclher that $,ork was in qeneral contormance
to the struclu.al Dortign ot th€ Conlract Eocuments. JVA'S dbseruations are idtendEd to Drotectlhe interBgls ol the Owner.nd the public. JVA is nof responsibll lor the
Contractoc-s worl, worl delhods, €afety prEcautions, ti.nsliness in lhe pedo.mance ot fhe wor* nor any olh€. aspecl of the conslruction for which lhe Contractor has
r6500nslotltlv.
r. -,..-
Ai. lrlts.l prot.ctfon to cllant., th. Publlc rnd our3clva., rll F.Portt
ctllntr- rhd .uthorlaat{on for pqlllcatlon ot 5tltarnatlta. Cohclutlcns or
iiialii'oui-wriit.tt .pProv.l. sanp'lct *lll b! dltpot.d of rtt.r t.rtlng
ln wrltlnq.
A nsnb.r 6t th. EI! gio(p of conpanl.3
CHEN-NORTHERN, INC.
COI{SULTIT,IG E!I6It{EERS AIID SCIEI{IISTS
REPORT OF CONCRETE TEST CYLINDER D
rr. .sbrJtt.d a. th. confldlcntlal proparty .f
axtrrctt tron or r.grrdl|tg oqr raFortt {s r't'rvcd
li coaDlatad unlcts othar .FFangsrcnti a'F€aq ro
For|l {o. c!.lElllA 5/91
T0: ttECt{ Enterprises JOB ll0. 4 178 93-3 DATE: i0-16-93
Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F 3VaiI, C0 81658-3149
PROJECT: Liftside Euildlng, east of lfesthaven 0rive and tJestin Hotel , South Frontage Road llest, Vail, Colo.
PLACTI{€III LOCATIOII :l{alls; Llnes C-K and 25-31.
BATCH IICKEi II{FOII,IATIOII
TRUCK 1{0. ll4
llME EAICHED: 9:03 All
TICKET l{0. 0t0827
TIiIE AftRIVED: 9: ?0 Al{
SUPPLIER: Vestern llobi I e
lllx DESIGI{ ll0. 44
TIIIE PLACEO: 9:25 Al,l-CU. Y0.L0AO/ACCull: 7135
FIELO TESTITIG I]{FORIIIAT I OII
TII{E TEST TAKEI{: 9:30 Al{
JOB SPECIFICATIOIIS:
SLUI{P: 4 lt{.
SLllf,lP: llax.4 I .
SA}IPLE TEi{P:
AIR C0l{TEl{T: 4.51
AIR C0l{TEt{T: Z
54 cF AIR TEl.lP: 40 "F
IIET UIITT IIEIGHI:
VATER ADOED AT SITE -. GAL.
cYt t riloER t l{F0Rr.rATI0l{
It0. 0F CYLII{0ERS: 6 CYLltt0ER SIZE: 6"x 12" TIl,lE CYLIII0ERS CAST: 9:35 Al,l IIHERE CAST: 0n-Site
CIR]lIG THFORTTAIIOII
Il{tTIAt CURE: 48 hours on-site
DATE RECEIVE0 AT LA8: 10-18-93
FIEL0 ST0RACE FACILITIES: Cure Blanket
BY: Joe E. Benedi ct l'ltlVllAx
AGE
DAYS
OATE
TE5'TEO
TOTAL LOAD
(LBs)
OIAI.IETER
( il{cHgs )
AREA
(sq ril)
c0r'rP. sTR.
(PSr)
TYPE OF
FRACIURE
CYL I'{OER
I{E I CHT
(LBs)
CYL]I{DER
UIIIT lJEIGHT
(PcF)
7A
tA
264
284
284 H
28A H
l0-?3-93
l0-23-93
t r-13-93
11-r3-93
ll-13-93
l1- 13-93
r08,000
lll,000
5.98
6.06
28.09
?9.84
3850
3850
shea r
shear
DESIGII STREHGTH 4OOO PSI O 28 DAYS
TESTS BT LAEMATORI PERSO}II{EI ARE II{ ACCORDAIICE UITH APPLICABLE ASTT.I I,IETHOOS UI{LEsS OTHERgISE I.IOTEO
SO}IE IITFORI.TATIOII OF IEST REPORT I.IAY 8T PROVIDED 8Y OTHERS
REIIARKS:Sampled frun discharge of truck.
CoPIES: R.A. l{elson & Assoclates, Inc.
Town of Vaii; llestern f,lobi I e;
J V A. Inc.; Gwathney Pratt Schultzi Erian Scanlan Eobby J, HaYs
FIELD OBSERVER APPROVED 8Y
CHEN.NORTHERN, INC.
col{suLT[lr0 El{GIliEERs All0 scln{TIsTs
REPORT OF CONCRETE TEST CYLINDER DATA
A3 . nxrt|rrl prot.ctton to cltanti, tha pqbllc .nd ouraalv.3, .ll r.port3 r.G subdlttcd .t th. corfldl.ttl.l troF rty ol
cllantr. and ruthorlrrtlon lor Fubllcatlon of 3tate ant!. Conclutlona or axtract3 troE| or ragardlng our rcPortt l3 f"'t'tcC
;;;;i;;';;-;iiiin approvar. Siiiiii-*iir -i.-iiip"iia or iiiii-ieiiini {a conpl.tGd unr.'r 6th.r.Fr.nsdnGnts rsr'eo to
ln l{rl tlng.A'.;ii;'i; th. !!!S sroue o{ coraernl.t Fori xo' cfiEll3A 6.'9r
T0; llECl,l Enterprises JOB ll0. 4 178 93-3 DATE: 10-16-93
Attn: Eustaquio Corti na
P.0. Box 3149 SHEET 2 0F 3
Vail, g0 81658-3149
PROJECT: Liftside Building, east of Uesthaver 0rive and llestin Hotel , South Frontage Road llest, Vail, Colo.
PLACEI.IETIT LOCAT IOII :taal lsi Lines C-K and 25-31.
BATCH T ICKET I IIFORI'IATIOI{
IRUCK ilo. 16I
TIIIE BATCHED: I0:34 Al'l
TtcKET N0. 010834
TIIIE ARRIVTD: 10:40 AH
SUPPLIER: tlestern llobi I e
lllx DEs 16l{ 1{0. 44
IIHE PLACE0 : 10: 45 Afl-CU. YD. LOAO/ACCU}i:I
FIELO TE5TII{C ITIFORI.IAIIOII
TIIIE TEST TAKEII: 10:50 Ail
JOB SPTCIFICAIIOI.IS:
SLt l.lP: 3 Il{.
SLUI{P: l{ax.4 I .
SAI.IPLE TEI4P :
AIR COl{TEllT: 4.01
AIR COllTEllT: I
56 T AIR TEIT,IP: 40 'F
i./ET UIIIT I'IE IGHT:
i{ATER ADOED AT SITE .. GAL.
CYL IiIDER TIIFORI'IATIOII
t{0. 0F CYLIII0ERS: 6 CYIIH0ER SIZE: 6"x 12" TIitE CYLIT{0ERS CAST: 10:55 Al't IIHERE CAST: 0n-Site
CURII{G I IIFffiI.IAT IOI{
Il{lTlAL CURE: 0n-Sl te
OATE RECEIVED AT LAB:10-18-93
FIELD ST0RAGE FACILITIES: Cure Blanket
BY: Joe E. Senedict l'lI]{/l'lAX
AGE
DAYS
OATE
TESTED
TOTAL LOAD
(LSS )
OIAI.IETER
( I t{cHES )
AREA
(SQ III)
coHP. sTR.
(Psr )
TYPE OF
FRACTURE
CYL I I{DER
!,EiGHT
(LBS)
CY! II{OER
UlllT IIEIGHT
(PCF)
78
7A
?SB
288
288 H
2BB H
10-?3-93
10-23-93
1t-13-93
11- 13-93
11-13-93
I l-13-93
133,000
132,000
6.07
6.06
28.94
28.84
4600
458 0
shea r
shear
OESIGI{ STREIIGTH 4000 PsI @ 28 DAYS
TESTS 8Y LAEORATORY PERSOI{IIEL ARE II{ ACCORDAIICE VITH APPLICABLE ASTI'I I'IETHOOS UI{L€S5. OTHERUISE IIOTED
5O1.IE IIIFORI,IATIOII OF TEST REPORT I.IAY BE PROVIDEO BY OTHERS
REIIARKS:Sanpl e xas taken frun d'ischarge of truck.
COPI€S: R.A. l{elson & Associates, Inc
Town of Vai'l ; l{estern l'lobile;
J V A, Inc.; GwathneY Pratt Schultz Srian Scanlan Bobby J. HaYs
FITLO OBSERVER APPROVED BY
CHEN-NORTHERN, INC.
c0t{suLTI t{G E!|GII{EERS Ailo SCIEIITtSTS
REPORT OF CONCRETE TEST CYLINDER DATA
Ar r hutu.l protcctton to cttentr, th. prbllc rnd osr3.lvci. rll r.port5.r. rubrltt.d .t th. confld{.ntl.l pi"F:dy,:1-..-,
cllant3, .nd rrthorlzetlor tor publlc.tlon ot tt.tcll.nt3. Conc'lg3lon. or.xtrdctt frct gr r.glrdltrg ot|r r.Ports lt^::t::"*prnUioi'o". irtttcn rpprovrl. S.|rFlca *lll b. dliporcd ot.ft.r t.rtlng li ca.pletrd u'rl.t3 other rrrlngdn€nti .Ert'a Ee
lh rritino.i"#;:;:+ ti. !l! group of cooprnt.s Fonn t{o' cl'lEll3A 5/91
T0: l,lECll Enterprlses JoB N0. 4 178 93-3 DATE: 10-16-93
Attn: Eustaquio Corti na
P.0. Box 3t49 SIIEET 3 0F 3
Vail, C0 81658-3149
PR0JECT: Liftside 8uilding, east of l{esthaven Orive and l,lesti n Hotel , South Frontage Road tlest, Vai1, Colo.
PLACEI.IEIIT LOCATIOI{:Tal I s; Ll nes C-K and 25-31.
BATCH TICKET I[FonilAIlOlt SUPPLIER: llestern llobi]e
TRTCK r{0. ll4 TICKET ilo. 010839 l.tlr 0ESI6!{ l{0. 44
TIl,lE BATChED: 11:41 Ail TlllE Af,RIVEO: ll:50 Ail TIIIE PLACED:11;55 All-CU.Y0.t0A0/ACCUl!l: 7
FIELD TESTII{6 I]{FOR}IATIo!| SA}IPLE TE}IP: 56 "F AIR TEiIP: 40'F
TIl,lE TEST TAKtlt: 12:05 Pll SLtX'tP: 3 t/2 Il{. AIR C0l{TEt{T: 4.5?6 tlET tlttlT VEI6HT:
JOB SPECIFICATI0 S: SLUllP: llax.4 1!t. AIR C0llTEllT: I LtATER ADD[0 AT SITE 2 6AL.
CYL I IIOER IITFORI.IAI IOII
l{0. 0F CYIII{DERS: 5 CYLIilOER SIZE: 6"x 12' TIl,l€ CYLIIIDERS CAST: 12:10 P}l I{HERE CAST: On-Site
CURII{G II{FORI{ATIOII
I]{ITIAL CURE: '18 hours on-Slte
OATE RECEIVE0 AT LA8: 10-18-93
FIELD ST0RAGE FACILITIES: Cure Blanket
BY: Joe E. Benedi ct l4ltl/t{Ax
AGE
OAYS
DATE
TESTED
TOTAL LOAD
(L8s )
DIAI.IETER
( IilCHES)
AREA
(sQ In)
cot{P. sIR.
(Psr)
TYPE OF
FRACTURE
CYL II{DER
UEIGHT
(LBs )
CYL II{DER
UNIT IIEIGHT
(PCF)
7C
7C
28C
28C
28C H
zSC H
10-23-93
l0-?3-93
1l-13-93
1l-13-93
ll-13-93
1l-t3-93
1?0,000
l?0,000
O, UJ
6.07
28.75
?8.94
4170
4150
shear
strean
4000 PsI @ 28 oAYsDESIGI{ STREI{GTH
TESTS BY LABORATORY PERSOT{IIEL ARE III ACCOROAI{CE TIITH APPLICASTT ASTI'I }IETKIOS UNLESS OTHERUISE IIOTEO
SOIIE II{FORI'IATIOII OF TEST REPORT HAY SE PROVIOEO BY OTHTRS
REI'IARKS Sarrpl e was taken from dl scharge of truck.
COPIES: R.A, llelson & Associates, Inc.;
Tonn of Vail; !{estern llobile;
J V A, Jnc.; GvrathneY Pratt Schultz;Erian Scanlan Bobby J. Hays
FTITO OBSERVER APPROVEO 8Y
ocr rsgg i
e*ffi;Ii?"4
f@,]tncxrrEc*i-n{,;9J
CHEN.NORTHERN, INC.
CO}ISULTII{G E'IGIIIEERS AIIO SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER
T0: llECll Enterprises J08 ilo. 4 178 93-3 oATE: 9-27-93
Attn: Eustaquio Corti na
P.0. gox 3149 SHEET I 0F IVail, c0 81658-3X49
PR0JEDT: Liftside Building, east of Uesthavcn 0rlve and l{estln Hotel , South Frontage Road l{est, Uail, Colo.
PLACEI,IEI{T LOCATIOI{ :Footings; Z Llne between 13 thnu 19 Lines.
BATCH TICKET II{FOR}IATIOI{
TRUCK M}. I89
lltlE EATCHED: 4:00 Pi{
TICKET ilo. 10164
TIIIE ARRIVED: 4: 18 Pll
SUPPLIER: llestern Hobi le
f,tlx DEsIgll t{0. B
TIME PLACED: 4:28 Pll-CU. YD. IOAD/ACCU]'|: 6lfz
FIELO TESTIIIG IilF0RllATIOll sAtlPLE TEf,lP: 68 "F AIR TEI{P: 70 T
TIl.fE TEST TAKEI{: 4:36 P}l SLUIIP: 3 r/4 Il{. AIR C0l{TEl'lT: 5.9fi l{ET tll{IT UEI6HT: 143.2
J00 SPECIFICATIO|{S: SLtltlP: Hax.4 lll. AIR C0llTEllT: 4-81 ITATER ADDED AT 5ITE -- 6At.
CYLINDER II{FORI,IATIOI{
li0. 0F CYLIiIOERS: 6 CYtIilDER SIZE: 6"x t2' Tll'lE CYlll{DERS CAST: 4:46 Pt{ IIHERE CASI: 0n-Slte
CURIN6 IilFORI4ATIOI{
IIIITIAL CIIRE: fln-Sl te
DATE RECEIYEO AT LAB: 10-5-93
FIELD 5TORAGE FACIL ITI ES:
8Y: llark Jensen
Concrete Elanket
HII{/1,rA)(
AGE
DAYs
OAIE
IESTED
TOTAL LOAD
(rBs )
DIAI,IETER
( mcHts)
AREA
(sQ lll)
cor,tP. sTR.
(PS r )
TYPE OF
FRACTURE
CYLII{DER
I/E I6HT
(L8s )
CYLII{DER
UI{IT I{EI6HT
(PcF)
o
I
28
28
28
28
10-5-93
l0-5-93
10-25-93
l0-25-93
10-?5-93
10-?5-93
102,500
102,000
133,500
136,500
13z,000
133.500
6. 09
6.08
6.06
6.07
6.08
6.08
29.13
29.03
?8.84
28.94
29.03
29.03
3520
3510
4630
4720
4550
4600
s hear
shear
con /shear
con/shear
con/shear
con,fshear
DESI6]{ 5IREI{GTH 3OOO PSI O U8 OAYS
TESTS BY LABORATO*Y PERSOII{EL ARE ]I{ ACCORDAIIC€ YITH APPLICABLE ASTI.I TETHOD5 UIILESS OTHERYISE I{OTED
S01'lE Il{F0Rl,lATI0l{ 0F TEST REPoRT llAY 8E PRoVIDED BY oTHERS
RE}IARKS:
COPIES: R.A. llel son & Associates, lnc
Tovrn of Vail; Yestern ilobile;
J V A, Inc.; Gwattrrey Pratt Schultz Carolyn Adarns Eobby J. llays
FIEIO OB5ERVER APPROYTD BY
As r mutnal protrctlon to cll.ntt, tha publlc
€llrrtt3. $d $rthortatlon toF F$bl lcatlon of
pcndlng our" |rrltt.n .Pproval. S.npl.t wlll b.
in xt.ltltrg.
A ndnif ot tha !I! group of co.iP.nla.
and oursclvai, rll raFoatE
rtrtefiantt. Cohclur{.nr or
dlrpo3ad of .ftrr t.ttlng
rre sulrnltted ra th. conf{dlcntl!'l Frop.rty of
axtract3 {rDtr or FcAtrdlng our taPortt lr rat'F"d
fr co|||plat.d u'|lart other lffanEaranta rgFcao Eo
forn No. CttEll3A 6/91
CHEN.NORTHERN, INC.
COIISULTIIIG EIIGII{E€RS AIID SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
re
tllr tlEC!'l tnterprises J'B ll0. 4 178 93-3 DATE: 9-29-93Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F IVail, C0 81658-3149
lltllJECT: Liftside Building, east of Uesthaven Drlve and yestin Hotel , South Frontage Road Uest, Vail, Colo.
t,l ACTHE?{T L0CATI0I|: Lines 23 thru 26; J thru L. Up to Elevation 95,.
fll lcH TtcKET i tlFoRl.lAT[0rl
rr.|loK tlo. ll7
rl E BATCH€O: 2:45 Pll
SUPPLIER: 9estern l'lobi le
lltx DEslGil l{0. 44
TIIfE PLACEO: 3:25 Pil CU.Y0.LOAD/ACCUIi: 7137
TICKET 1t0. 010265
TIl,lE ARRIVED: 3: l5 PM
I ITLO TE5TII{G INFORIIATION
lll,lE TEST TAKEI{: 3:30 Ptl
JO8 SPECIFICATIOI{S:
SLtilP: 4 lll.
SLuliP: l4ax.4 1l{ .
SAI.IPLE TE}IP:
AIR COt{TEflT: 4.0I
AIR COl{TEl{l: 4-8I
69 T AIR lEl{P: 70 oF
lfET UiIIT I{EIGHT: 142.0
I{ATER ADOED AT SITE O GAL,
CYL II{OER TNFORI'IATTOI{
t{0. 0F CYLII{OERS: 6 CYLIil0ER SIZE: 6"x 12" TII{E CYLIIIDERS CAST: 3:35 Pl,l UHERE CAST: 0n-Site
cuR116 I FoRIIATI0l{
IlilTIAl CURE: 48 hours 0n-Site
DATE RECEIVED AT LAB: 10-1-93
FIELD ST0RAGE FACILITIES: Cure Elanket
r.tIl{/ilAXBY: ---
AGE
DAYS
DATE
TEsTED
TOTAL LOAD
( LBs)
D I AI,IETER
( Ir{cHES)
AREA
(sQ ril)
c0f1P . sTR.
(Psr)
TYPE OF
FRACTURE
CYL II{DER
YE IGHT
(LBs )
CYLIIItlER
UI{IT TIEIGIIT
(PCF)
7
t6
zd
28
?o
l0-6-93
l0-6-93
L0-27-93
L0-27-93
10-27-93
10-e7-93
100,000
105,000
137 , s00
135,000
139,500
138,000
5.98
6.00
5.99
5.95
' 5.99
5.99
28.09
28.27
28. 18
27.81
?8. 18
28.18
3560
3710
4880
4860
4950
4900
sneat
shear
con/shear
con/shear
snear
shear
DESI6I{ STREIIGTH O 28 DAYS
IIsTs sY LAEORATORY PERSOI{I{EL ARE T ACCOROAIICE IJITH APPLICABLE AsTI.t I.IETHOIIS UIILESS OTHERUISE I{OTED
SOI{E II{FORTIATION OF TEST REPORT I'IAY BE PROVTDEO BY OTHTRS
II E I,{ARKs :
R.A. l{elson & Associates, IncVail; ldestern l,lobi le;
Inc. ; Gwatlnny Pratt Schul tz
(:0ptE5:
Iown of
vJ Brlan Scanlan gobby J. Hays
FIELD OBSIRVER APPROVED BY
Ar r nuturl prot.ctlon to cllcntr, th. publlccllrt|tt. trd .uthorlzlt'lon for publlcrtlon of
P.nqtng our writien approval. Smpl.3 |.ill b.
A nr.'{rr.r;f th. !l! group of corrp.ni.s
rnd our3alvc3, al l r'apor.t33trtcn nts. Concl urlon3 or
dl rposcd of !ft.r t.3tlng
|r. .ubrlttcd .i th. confldl.nt{rl propfty of
.rtractr fron or rcgrrdlhg ou. rcporta lr r.5.1'v.dls comElctaal unlasr othcr .rFang€manta tgr..al to
Forfl {o. CH€ll3A 6/91
-
130
125
120
115
tro 110
o-
I
6 r05
z
uJo
E looo
95
90
85
80
10 15 20 25
- PERCENT OF
30
DRY WEIGHT
AE
MOISTURE CONTENT
zERo AtR volo GuivEt
SPEC|F|C , co
GBAVITY
SPECIFIC t 1^
GRAVTTY
SPECIFIC , Aa
GRAVITY
'# Nov 1993 e
,E ,#s*!k 6
s^ iniiifie'r:i'$;.+
Rrro,*Pz
MOISTURE-DEN$ITY
RELATIONSHIPS
LocArloN: LIFTSIDE
le No. 2
sorl DESCRTPfloN: Sandv Gravelly Cla
PBoCEDURE: ASTM D698-91 Method BMAX. DRY DENS]TY : 121 .B PCF OPT. MOIST. CONTENT : 11.5 %
JoB No. ' 4 178 93-3
DArE: $ctober 14, 1993GRAVEL : ?3 % SAt'lO : 33 % SILT ANO CLAY G?00) | 44 %
Chen€Nonnern.tt
REPORT OF EXCAVATION OBSERVATION
ffi FUa-E rr., o{r"orry', ,+ Rqqrs rxr s-..r'
^s
t}f, cartDo{n..ro!'rylgr,g5* Eoffittr#t
notr tr srrrErorl co.€u.6rt t * iirri.6-ririi ot re;6oio o.n Rs,{ns 6 N€s1/E} Poroit€ 6.n lfittor
iiiiirirsi ii.Es itns rn .dEols rxf r@ To qr wRtru{r
Con-Jrhg Ejr9L...r ..rl ScJ-rtb
To: MECM
Attn:pn
Vail,
PROJECT.
Enterpri ses
Eustaquio Cortina
Box 3149c0 81658-3149
,1gg Nq.4 178
DAILY REPORT
IrworcE NO.
93-3 oere 10-21-93
NO. 15 SHEEr 1 0F 2
LocATloN: Footing for Elevator A-2
MA'TER!\I.S E(POSED tN BASE(S)
Contractor excavated to
OF E(CAVATION(S):
weathered rock.
REI*{RKS: Contractor overexcavated t16 inches for less weathered rock to bear on.
VERBAL COMMUNICAT]ON WITH CONTMCTOR, ENGINEER, ARCH|IECT; OWNER:
David Schreiner was advised of observation.
PROCRES REPORT:
Brian Scanlan Fred R. Cameron
RA-O OBSER1/ER APPR€AGD gY
coPlES: R.A. Nelson & Associates, Inc.;
J V A, INC.; Gwathmey Pratt Schultz;
Town of Vail;
A Fl- .r -GiI-l "-t .. E'r '.-
CHEN.NORTHERN, INC.
cofls{rtT I llc E}lGmEERs AID sclEilrlsls
REPORT OF CONSTRUCTION ACTIVITIES
T0: l,lECll Enterprises J08 ll0. 4 178 93-3 DATE: l0-?l-93
Attn: Eustaquio Corti na
P.0. Box 3149Vail, C0 8t658-3149 OAILY REP0RT ll0. 15 SHETT 2 0F ?
PR0JEC': Liftslde Building east of lJesthaven Drive and lJesti n Hotel , South Frontage Road hlest, Vail, Colorado.
I{EATHER COIIDITIOIIS AI{D TEXPERATURE
COIITRACTOR'S COI{STRUCTIOII ACTIVITIES
PERSOT{I{EL:
iIAJOR EQUIPI.IET{T:
ACTIVITIES: Contractor poured footing at Elevator A-2. Contractor also poured vral I at
Elevator To{er "c" to Elevation 84.3.
CHEI{-1{ORTH6RI{'S SITE ACTIVITITS
l{e observed the contractor placing concrete. lle sarnpl ed concrete and tested for slump, air
content, temperature and unit weight. l{e also cast two sets of six cylinders.
VERBAL COHilI,I{ICATION UITH COIITRACTOR, EIICIIIEER, ARCHITECT, O}INER
COPIES;JVA,R.A. l{el son & Associates, Inc.Inc.: Gwathrey Pratt Schultz Iovrn of Vail; I
I
Brian Scanl an
FIELD OBSERVER
Fred R, Camron
APPROVED BY
As I mutsdl protcctlor to cltantrl thr publtc ryrd our5.lvci,..ll r.ports ara tubrnlttrd .s th. contldGntlal ProPcYty ot orrf clt'nts' lnd
.uthorrz.tror tor pubrrcatron or-iiriir-f,i. concrurrorr .".rtrJiti-itCti-.ii'lgiiding oJr roportr l3 r'3'rvcd pcndlng orr rrltt''' lPprov'r'
s.n'l.s wit.t b. dt!po3.d or .rt.i 'ijii i.id iB compt.tcd unt"rs dirrir'eiia;g.D;ntr .r-. agrocd to ln wrltlns'
A rne$b€r of ttrc Bf! group ol conp.nl.r
CHEN.NORTHERN, INC.
CONSIJI-T I IIG EXGIIIEERS Af,D SCIEIITIST'
REPORT OF CONSTRUCTION ACTIVITIES
T0: MEC Enterprises JoB t{0. 4 178 93-3 0ATE: t0-a?-93
Attn: Eustaquio Corti na
P.0. Box 3l{9Vail, C0 81658-3149 DAILY REP0RT ll0. 16 SHEET I 0F 1
PROJECT: Ltftside Duildtng east of Yesthaven Drive and yestin Hotel , South Frontage Road llest, Vail, Colorado.
YEATHER CO'{DITIOI{S AIIO TE}IPIRATURE
COIITRACTOR'S COilSTRUCTION ACTIVITIES
PERSOI|i{EL: Vestern llobi I e
IIAJOR EQUIPI'IENT:
ACTIVITIES: Fourteen cubic yard concrete pour.
CHEN-NORTHERII'S SITE ACT]V ITIES
Six cyl i nders cast.
VERBAL COHI,IUI{ICATIOI{ t{TTH COIITRACTOR, EI{G]IIEER, ARCHITECT, OIJI{IR
COPIES
J V A,
R.A. l{elson & Associates, Inc.lnc.; Gwatlupy Pratt Schul tz Town of Vai l; I
I
Sandi R. Cody
FIETD OBSERVER
Fred R. Caneron
APPROVED 8Y
As. !|sturl p.ot.ctlon to.1J.nt3, th. Fubltc rnd ouisclv.s, rll rcport3 ar. rubnlttcd.r thG- c.nfldantl.l- ProPcrty of our.clltnts' rnd'.iti"liiiii"['i.i p"b-ii.it r ri'' i? iiatirneirt . conclurtoni "" "it"acti fr"rrr or r.g.rdlns orrr.portt.l3 rc-g-.r"ved P€nding ourwritt.n aPProv.l.
s Dl.3 }|tll b. di3Fo3.d oJ aftii tc3tlng lt cdnpl.tad unlctr othar fr.ngen.n!3.r. rgr.od to lh wrltlhg.
A achbor of th! II! group of conp.nlo3
,\t
CHEN.NORTHERN, INC.
COI{SULT:IIG EilEINEERS AI{D SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER
f'T%
/-*o- Nov tggg "iR attATHHErt .;,trr PRATr$ll{? o}<.i9t{rEsts,P.G,\\
F,r,*fl
T0: tiECH
Attn
P.0.
Yat I
PROJECT:
€nterpri ses
Eustaquio Corti na
Box 3149
c0 81658-3149
Ll ftsi de Bullding, east
JOB t{0. 4 178 93-3 DATE: t0-21-93
SHEET 1 OF 2
of l{esthaven Drive and lestin llotel , South Frontage Road tJest, Vail, Colo,
PLACEIIEI{T L0CATIOi'|: €levator Tower "C,' 0 - Z, of Dour
BATCH TTCKET I IIFOR}IATIOI{
TRUCK iIO, L77
TIIIE BATCHED: 14.01
TICKET t{0. 01 0950
TIIIE ARRIVED: 14:15 TII.IE
SUPPLIER: llestern l,lobi le
r,tlx DESIGT{ ilo. 44
PLACED: 14:46 CU.YD.LOAD/ACCUM: TlZg
FIETO TESTII{G Ii'IFORI.{ATIOI{
Tlllt TEST TAKET{: 14:50
JOB SPEC I FICATIOIIS:
SLUi{P: 3.25
SLWP: 4
Ir{.I . l,tax
SAHPLE T€I,IP:
AIR C0I{TENT: 4.51
AIR COI{TEI{T: I
67 "F AIR TEMP: 65 .F
UET UI{IT IIEIGHT: 4?.77
I.'ATER AUDED AT SITE 6 GAL.
CYI II{DER I I{FORI,IATIOII
l{0. 0F CYLII{DERS: 6 CYLIiIDER SIZE: 6"x rZ" TIME CYLIiIOERS CAST: 14:55 UHERE CAST: 0n-Site
CIJRI I{G I t{FORI.IATIOI{
Il'IITIAL CURE: 24 hours 0n-Site
DATE RECEIVED AT LAB: 10-22-93
FIELD SToRAGE FACILITIES: Cure blanketBY: 8.5.itIN/r,rAx
Atrt
DAYS
DATE
TESTED
TOTAL IOAD
(L8S)
DIAI4ETER
( Ir{cHES)
AREA
(sQ It{)
coHP. sTR.
( PSr )
TYPE OF
FRACTURE
CYL I I{DER
t,,E IGTII
(LBS)
CYLIi{DER
UHIT I.'E I6HI
(PCF)
1A
7A
284
?84
28AH
28ah
10-28-93
l0-28-93
I I - 18-93
I I -1A-O?
1l- 18-93
I 1- 18-93
u7,500
110,500
6.07
6.07
28.94
28.94
4060
3820
snear
shear
DESIGII STREI{GTH 4O(}()PsI O 28 DAYS
TESTS BY LABORATORY PERSOIINEL ARE II{ ACCOROAIICE UITH APPLICAELE ASTI,I I.IETHODS UI{LISS OTHERI.'IST ]{OTED
S0ME It{F0Rl,lATI0l{ 0F TEST REP0RT ilAy EE pR0vI0E0 By 0THERS
REMARKS :
CoPIES: R.A. l{el son & Associates. inc
Torvn of VaiI; lJestern tloblle;
J V A, Inc.; Gwathrey Pratt Schultz B. Scanlon Bobby J. Hays
FIELD OBSERVER APPROVED BY
A3 . Futu.l prot.ctlon to clllnts. thc publlcclleni!, and .uthorlrltlon for eubllcat.lon ofp.hdlng our m.lttan approv.l. S!|nplcr rlll bcin wrl tl ng,
A m€libcr of the tg! E!^otrp of codp.nl.t
lnd ourr€Iv.5. all_r.port3 .r. 5ubmltt.d at tha conf{dl.ntl.l propcrty ofStatanrantB. Conclu5lons ot. altracta troo or iacardln[ our raDort! la rarcr.vaddlaFor.d ot aftei tasting li compl.tcd unlct:6thcr irrangcnint: rgread to
For t{o. CilEll3A 6/91
CHEN.NORTHERN, INC.
COI{SULTI iI6 EI{GII{EERS AIIO SCIENTISTS
REPORT OF CONCRETE TEST CYLINDER DATA
At. nutu.I protect{on to cllantt. tha publlc rhd oqr'..|v.3, rll r.Fort3 rr. rubmltted ar thc corffdl.ntlll propeity of
cllcnts, rnd aqthorltatlon for pr$llcrtlon of rtrtarncnt!. Conclqalona or axtra.t3 trod or ragard{trg our t apor"tt l3 raaatvcdp.ndlng cur wilttcn .pprovrl. Sanplai ivlll b. dl3Forad of aft.i t.3tlng l3 corpl.t.d unlc3a other lrrrngdr.nt3 lgr.cd toin irltl ng.
A l|.mb.r ;f th. ElE group ot co|t|plni.i Forn l{o. CXgll3A 6/91
T0: l'lE0tl Enterprises JOB ttO. 4 lt8 93-3 DATE: l0-Zl-gjAttn: Eustaqulo Corti na
P.0. 8ox 3149 SHEET Z 0F Z
Vai l, C0 81658-3149
PROJECT: Liftside Euilding, east of Uesthaven Drive and gestin Hotel , South Frontage Road t{est, Vail, Colo,
PLACEMEI{T |0CATIO]{: El evator Tower "C"
BATCH TICKET I llF0Rl{AT l0ll SUPPLIER: llestern l,{obile
TRUCK r{0. 161 TICKET ilo. 01 0966 ttlx DESICI| lt0. 44
TII{E BATCHED: 15.14 TI}IE ARRIVED: 15:20 TIIIE PLACED: 16:05 CU. Y0. L0AD,/ACCUI'|: 7/56
FIELD TE5TIIIG II{FORI.IATIOt{
TIlllE TEST TAKEI{ : 16: l0
JO8 SPEC IFICAT TOIIS:
SLUI4P:
SLUMP:
4 It{.4 Ili. llax
SAIiIPLE TEI,IP:
AIR CO|{TE]{I: 4.22
AIR COI{TE]{T: X
67 .F AIR TEIIP: 60 OF
t{ET UI{II UEI6HT: 42.70
I.IATER ADDED AT SITE 7 GAL.
CYLTI{[)ER II{FOR}IATIOIi
l{0. 0F CYLIT{DERS: 6 CYLIIIDER SIZE: 6"x 12" TIME CYLIT{0ERS CAST: 16:15 rrtHERE CAST: 0n-Site
CURII{G INFORT.IATIOII
II{ITIAL CURE: ?4 hours On-Site
OATE RECEIVED AT LAB: 10-22-93
FIELD STORAGE FACILITIES: Cure blanketBY: B.S.r.ilr{/r,rAx
AGE
OAYS
DATE
TESTEg
TOTAL LOAD
( LBs)
D I AI'IETER
( II{CHES )
AREA
(SQ II{)
coirP.sTR.
(PSr)
TYPE OF
FRADTURE
CYLIIIDER
UE I6HT
{ tBs)
CYL II{DER
UilIT YEISHT
( PCF)
7B
78
e88
288
?8BH
28BH
l0-28-93
10-28-93
I l-r8-93
11-18-93
1l-18-93
1l-18-93
117 ,000
116,500
6.05
6.09
28.75
29.13
4070
4000
shear
shear
DESIGII STREI{GTH 4OOO PSI @ ?8 OAYS
TESTS BY TABORATORY PERSOIIIIET ARE III ACCORDAI{CE I'ITH APPLICAELE ASTI'I I'IETHOOS UIILTS5 OTHERI.'IST IIOTED
SolrlE ll{FoRl{ATIoll 0F TEST REPoRT HAY BE PRoVIDED BY oTHERS
REI'IARKS:
COPIES: R.A. l{elson & Associates, lnc
Town of Vall; tlestern l,loblle;
J V A, Inc.; Gwathney Pratt Schultz B. Scanlon Bobby J. Hays
F1ETD OSSERVER APPROVTO BY
CHEN-NORTHERN, INC.
COI{SULTING ENGINEERS AIID SCI E]ITISTS
REPORT OF CONCRETE TEST CYLINDER
T0; llEcl.l Enterprises JoB t{0. 4 178 93-3 DATE: 10-5-98Attn: Eustaqui o gorti na
P.0. Box 3i49 SHEET 1 0F 4Vail, C0 81658-3149
PROJECT: Liftside Building, east of Uesthaven Drive and Uestin Hotel , South Frontage Road llest, Vai1, Co]o.
PLACET'IEilT L0CATION: Foundation tialls: Lines 25 to 31 and C thru P.
EAICtl TICKTI Il{F0RtlATIOl{ SUPPLIER: tjestern llobiie
TRUCK fio. 151 TTCKET lio. 0511 trlx DESIEN N0. 'r4Tlltft BATCHED: 7:57 At1 TII{E.ARRIVED: 8:15 All TIHE PLACED: 8:20 All-CU,YD. L0AD/ACCUI'|: 14
FiEtD TESTII.IG INFORI{ATIOX SAMPLE TEMP: 62 "F AlR TEI'IP: 60 .F
TI!{E TEST TAKEII; 8:30 Atl SLUI'IP: 61/2 llt. AIR C0t{TEltT: 4.5% llET UHIT IJEIGHT: ---
JOB SPECI FICATIOIIS: SLUMP: ltl. AIR C0NTEIIT: X UATER AODED AT SIIE t2 GAL.
CYLINDER II{FORI'IATIOtI
N0. 0F CYLINDERS: 6. CYLINOER SIZE: 6"x 12" TIl,lE CYLIiIOERS CAST: 8:45 Ail UHERE CAST: 0n-Site
CURI}IG IIIFORUATION
INiTIAL CURE: 24 hours 0n-5ite
DATE RECEIVEO AT LA8: 10-6-93
FIETD STORAGE FACILITIES; Cure Blanket
8Y: Bobby J. Hays lll lll}lAx
AGE
OAYS
OATE
TES TEO
TOTAL IOAD
ttBs)
DIAHETER
{ rNcH[s )
AREA
(sQ ril)
C()MP . STR.
(PSr)
TYPE OF
FRACTURE
CYL I NDER
I.IE IGHT
(rBs)
CYL II{DER
UNIT T'E IGHT
(PcF)
284
28A
28A
284
l0-12-93
l0- 12 -9 3
11-2-93
l1-2-93
1 1- 2-93
11-2-93
98,500
95,000
119 ,000
126,000
128,000
120,500
5.98
6.00
6.00
6.01
6.00
6.01
28.09
?8 .27
28.21
28.37
?8 .27
28.37
3 510
3360
4210
4440
4 530
4250
snear
shear
con/shear
shear
con/shear
shenr
DESIGN STREI{GTH 4OOO PSI @ ?8 DAYS
TE5TS BY LABORATORY PERSO}IXEL ARE IN ACCORDAI.ICE UITH APPLICABLT ASTI.{ METHODS UNLESS OTHERI.IISE NOTED
SOI{E IIIFORI.IATION OF TEST REPORT HAY 8E PROVIDED BY OTHERS
RII.IARKS:
C0PIES: R.A. l{elson & Associates, Inc
Town of Vail; lJestern i'lobile;
J V A, inc.; GYratimey Pratt Schultz Dan Neill Eobby J. Hays
FiTLD OBSERVER APPROVED BY
As I vtual protactlor to cll!rt3. th. publlc
cll€hts. and .nthorlzatioh for publlcrtlon ofpandlng oqi wiltt.n .pproval. semplrs wlll bcin wrltlns.
A henrbcr of tha EM group of complrlee
ahd ourrclvcs, !l I ieFortiStrtancnts. Conclusloni oFdisporcd ol .ft!r t.atlng
are sutrmitted a3 tha confldlent{{l propatty ol
rxlract3 from oi r.grrding our rGport3 l3 racarvadi! conDlct.d unla!s othcr arrrngemcntt rSraad to
Forn |lo. ct'lEl:3A 5,/91
CHEN.NORTHERN, INC.
COIISULTiIIG E}ICINEERS AIID SCI EI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: l.lECll
Attn
P.0 .
Vai I
PROJECT:
Enterpri ses
Eustaqul o Corti na
Box 3149
c0 81658-3149
Li ftsi de 8ui 'ldi n9,
JOB tlO. 4 178 93-3 DATE: 10-5-93
SHEET 2 OF 4
east of Vesthaven Drive and llestin Hotel ,South Frontage Road l,lest, Vail, Colo.
PLACEMENT LOCATIO]{: Foundation l,lalls; Grid Lines 25 to 31 and C thru P.
BATCH TICKET I l{F0RtiAT l0ltl SUPPLIER: Uestern llobile
TRUCK ilo. 104 TTCKET l{0. 0522 t{tx oEsIGt{ }t0. 44
TIME EATCHED: 10:09 All TIHE ARRIVED: l0:40 Al,l TIltlE PLACED:10:45 Atr-CU. YD. L0AD/ACCUM: 63
FIELD TESTING illFoRl.lATlo SAI|PLE TEI'|P: 67 "F AIR TEIIP: 55 "F
TIME TEST TAKEII: 10:55 AM SLUHP: 3 3/4 lll. AIR COI{TE!{T: 5.41 llET UI{IT IJEIGHT:
J08 SPECIFICATIONS: SLUiIP: It{. AIR C0NTEI{T: X I,ATER ADDED AT SITE 0 6AL.
CYLINOER I IIFORI.,IAT ION
N0. 0F CYLIT{OERS: 6 CYLII{DER SIZE: 6"x 12' TII'IE CYLII{DERS CAST: ll:10 A}1 }IHERE CAST: 0n-Site
CUR I I{G I I'IFORI'IATIOI{
ll{ITIAL CURE: 24 hours on-Site
DATE RECEIVED AT LAB: 10-5-93
FIELD SToRAGE FACILITIES: cure Blanket
BY: Bobby J. Hays }|IN/MAX
A6E
DAYS
DATE
TESTED
TOTAL LOAD
tLBs)
DIAI'IETER
( r l{cHEs )
AREA
(sQ Ir{)
coHP. sTR .
{PSr )
TYPE OF
FRACTURE
CYLIIiIDER
I..lEIGHT
(LBs)
CYLII{DER
U}IIT I,'ET6HT
(PcF)
7B
JO
288
288
288
288
10- 12 -93
l0- 12-93
1l -2-93
I I -2-93
I I -2-93
1l -2 -93
81 ,500
94,000
ll7,500
118,500
122 ,500
1?0 .500
6.08
6.09
6.08
6.07
6.09
6. 09
29.03
29.13
29 .03
?8.94
29. 13
29. 13
2810
JZJ U
4050
4090
42t0
4140
shear
snear
shear
shear
con/shear
con/shear
DES IGI{ STREI{GTH 4000 PsI 0 28 DAYS
TEsTS BY LABORATORY PERSONI{EL ARE IN ACCORDAI{CE I,,|ITH APPL]CA8LE ASTI..I HETHOOS UI{LESS OTHERIIISE I{OTED
SOI.IE II{FORI'IATIOI{ OF TEST REPORT IIIAY BE PROVIDED BY OTHERS
RE}.1ARKS:
COPIES: R.A. elson & Associates, Inc.;
Town of Vai l; tlestern l'{obi le;
J V A, lnc.; Gnattmey Pratt Schultz;Dan Neill Eobby J. Hays
FIELD OBSERVER APPROVED 8Y
A6 . mutu.l protection to cllcnts, the p{bllc
cll.nt3, .nd ruthorlz.tion foi oublicrtlon ofp€ndlng our *rlttcn .pprov.l. Srmplr. r.ill be
A mcnbci ;f the HIH grolp of coftrprnres
rhd ourEelvlr r rll rcpor.t3statcments, Concluslons oFdirposGd of lftcr tciting
!r. 3ubmittcd .r th. confldlantlal prop€rty of
.rtracts tro||r or r€glrdlng ouF raports li r.Ecrvadls €ompleted unlcss other .rr.ngq||lnt5 .gr€.d to
Form flo. CilEIl3A 6/91
CHEN.NORTHERN, INC.
c0ltsuLTl 6 Et{6t EERS AftD SCt EI{l I STS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: I'tlECtt'l Enterprises J()B t{0. 4178 93-3 DATE: 10-5-93Attn: Eustaquio Cortl na
P.0. Box 3149 SHEET 3 0F 4Vail, C0 81658-3149
PR0JECT: Liftside Building, east of l{esthaven Drive and tlestin Hotel , South Frontage Road i,lest, Vail, Colo.
PLACET'|E}|T LOCAllOll: Foundation l,lalls: Lines 25 to 3l and C thru P.
BATCH TICKET INFORI|ATI0I{ SUPPLIER: Uestern tlobi le
TRUCK N0. 151 TICKET 0. 0534 IX 0ESI6I{ l{0. 44
TI}IE BAICHED: 12;36 Pl,l TIIIE ARRIVED: l:00 Pl,l TIIIE PLACED: l:10 Pil-Cu. YD. L0AD/ACC|J}I: 105
FIELD TESTIT{G ] II FORI,IAT I OI,I
Tll{E TEST TAKEI{: i:?0 PH
JOB SPEC I FICATIOI{S:
SLUI,IP
STUMP
4 It{.
I1{.
SAI,IPLE TETlP:
AIR C0NTEIIT: 5.2%
AIR C0NTEIIT: f"
7l "F AIR TEHP: 68 "F
UET UNIT VE 16HT:
I.'ATER ADDEO AT SITE -- GAt.
CYLINDER IIIFORMTIO'{
l{0. 0F CYLIiIDERS: 6 CYLIT{DER SIZE: 6"x lzn TIfiE CYLIIIDERS CAS1: i:30 Ptl VHERE CAST: On-Site
CUR I IIG I I{FORI.IATIOII
ii{ITIAL CURE: ?4 hours On-Site
DATE RECEIVED AT LA8: 10-6-93
FIELD ST0RAGE FACILITIES: Cure Blanket
BY: Bobby J. Hays l'lll{/llAx
AUC
OAYS
DATE
TESTEO
TOTAL LOAD
(LBS }
DIAI.IETER
( r ircHts)
AREA
(sQ rN)
c0t1P.sIR.
( PSr )
TYPE OF
FRACTI'RE
CY L I I{DER
!/E I6HT
(LBs)
CYLIiIDER
Ut{IT LlEIGHT
(PCF)
7f
28C
28C
28C
?8C
10-.12-93
I0-l z-93
l1-2-93
tL-?-93
11-2-93
l. r -z-tc
103 ,000
102,000
132 ,500
133,000
140,000
142,000
6. 04
6.01
6.00
6.04
6. 01
6.02
ao. o3
28.37
28.27
28.65
28.37
2s.46
3590
3600
469 0
4640
4940
4990
shear
shear
con/shear
con/shear
con/shear
con/shear
DESIGN STRET.IGTH 4OOO PSI @ 28 OAYS
TESTS 8Y LABORATORY PERSOI{NEL ARE II{ ACCORDAI{CE I{ITH APPLICABLE ASTI'{ I.IETHODS UIILESS OTHER!'ISE IIOTEO
SOtlE I I{FORI'IAT I OITI OF TEST RTPORT }IAY 8E PROVIDED 8Y OTHERS
REMARKS:
CoPIES: R.A. llelson & Associates, Inc
Town of VaiI; Uestern llobile;
J V A, Inc.! Gwatlmey Pratt Schultz Oan ]{eill Bobby J. HaYs
FIELD OBSERVER APPROVED BY
As a firutual protectlon to cll.ntsr th. public
client5, rnd .uthorl:rtlon for psblicrtion ofp€nding our BrJttan approv.l. Samples r,lll b€
in wri t I ng.
A ncmbcr of th. !!! group ol compani€s
.nd our'5.Iv.!, .ll repot'ts ar. tubmltt.d.s tht confldlcnt{.1 Property of
3tatcrnont3. Conclugion3 or axtrlcts fro|l| or |.agardlng ogl' ieportt il ratervcd
dltpo3€d of aftcr tcatlng li conplctcd |rnla3s othcr arrrngement3 lgr€€d to
Fortl o. CHEll3A 6/91
CHEN-NORTHERN, tNC.
COI{SULTING EI{GINEERS AI{D SCI EIIT I STS
REPORT OF CONCHETE TEST CYLINDER DATA
T0: ilEcll Enterprises JOB l{0. 4 178 93-3 DATE: 10-5-93Attn: Eustaouio Corti na
P.0. 8ox 3149 SHEET 4 0F 4vail, C0 81658-3149
PR0JECT: Liftside 8ui1ding, east of Uesthaven Drive and l,estin Hote'l , South Frontage Road tJest, Vall, Colo.
PLACEI'|EI|T LOCATI0i.|: Foundation tlalls; Lines 25 to 3l and C thru p.
EATCH TICKET II{F0RMTI0I{ SUPPLIER: ttestern l,lobile
TRUCK lr0. 97 TTCKET N0. 055? l{rx DEsIGil ilo. 44
TillE BATCHED: 3:17 Ptl Tll{E ARRIVED: 3:30 PM TIIIE PLACED: 3:40 Ptl-CU. YD. L0AD/ACCUH: 154
FIELO TESTII{G I }IFORI'IA'I I ON SAMPLE TEMP: 73'F AtR TEI.IP: 70 "F
TIl,lE TEST TAKEII: 3:50 Ptl SLUIIP: 5 ll{. AIR COt{TEllT: 5.71 ttET UI{IT IJEIGHT:
JOB SPECI FI CATIOI{S: SLtll,lP: IN. AIR C0llTEl{T: X UATER ADOED AT SITE --- GAL.
CYLINDER I NFORHAT ION
tl0. 0F CYLIIIDERS: 6 CYLIT{()ER SIZE: 6"x t?" TIl,lE CYtlll0ERS CAST: 4:00 Pl{ IHERE CAST: on-Site
CUR I I.16 I IIFORMAT I OI,I
IiIITIAL CURE: 24 hours 0n-Site FIELD STORAGE FACILITIES: Cure Blanket'
DATE REC€IVED AT LAB: 10-6-93 BY: Bobby J. Hays lll l{,/tlAx
AGE
OAYS
DATE
TESTED
TOIAL LOAD
(LBS)
D I AI,IETER
( THCHES)
AREA
(Sq lfi)
coHP. sTR.
(Ps1)
TYPT OF
FRACTURE
CYLIHDER
VEIGHT
(LBS)
CYLIIIDER
UI{IT I{EI6HT
(PCF)
fD
7D
28D
280
e80
260
l0-t?-93
10- 12'93
r1-2-93
11-a-93
l1-2-93
rt-?-93
8/,500
101 ,000
1?0,000
121 ,000
128,000
125,000
6.00
6.08
6.05
6.00
5.99
28.27
28.09
29.03
28.75
28.27
28. 18
3090
3600
413 0
4?10
4530
4440
shear
shear
con,/shear
conl shear
con/shear
con/shear
DES IGI{ STREI{GTH 4OOO PSI G 28 DAYS
TESTS BY LABORATORY PERS()I{I{EL ARE II{ ACCORDANCE VITH APPLICAELE ASTI'I }ITTHODS UilLESS OTHIRUISE NOTED
SOI.IE II{FORI,IATIOII OF TEST REPORT MAY BE PROVIDED BY ()1HER5
RIMARKS:
CoPIE5: R.A. !,lel son & Associ ates, inc
Town of VaiI; llestern llobile;
J V A, Inc.; Gwatluney Pratt Schultz Dan t{eill Bobby J. Hays
FIETO OESERVER APPROVEO BY
A3 ! ituts.l prot.ctlon to cllants, thc public
.ll.nts, rnd quthorl26tlon for publlcatlon ofpandlng our r.rltten .pprov.l. Slnpla3 will bein wrlting.A m€mbcr ol th. !I! group of comprnl.s
.nd oursalvaa, a'l l rcports
st.'tcfionts. Conclusions or-
d I rpo3ed of altar testlng
.ra iubm{tt€d .s th. confldlctrtirl Frop.rty of
cxtirctg from or rega|-dlng our reports lt re3arvcdls conplatad unlcis otlter arrangem€nts rgraad to
Forfl rao. olEll3A 6/91
CHEN.NORTHERN, INC.
COIISULTII{G TI{GI I{EERS ANO 5CIEIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: liECll Enterprises JoB lt0. 4 t7B 93-3 DATE: l0-ZZ-93Attn: Eustaqui o Cortl na
P.0. Box 3149 SHEET 1 0F IVail, C0 01658-3149
PROJECT: Liftside Bui]ding, east of tlesthaven Drive and llesti n Hote'l , South Frontage Road l,lest, Vail, Colo.
PLACEiIEIIT LOCATI0II: Elevator C Core Uall, Lines J through K,
Elev. 101'
EATCH TICKET It{F0Rl.{ATI0il SUPPLIER: l,lestern l.lobile.
lRrcK ilo. 1s0 TICKET t{0. 010988 ftlx DEsl6t{ }t0.
TIl,fE EATCHED: 72:14 TII'lt ARRMO: 12:25 TIIitE PLACED: 12:40 CU. YD. LOAD/ACCU}I:
FIELD TESTING II{FORI,IATIOII SAIIPLE TEI,IP: OF AIR TETIP:
TIME TEST TAKEII: SLUIIP: Ili. AIR C0llTEt{T: Z uEl UI{IT IIEIGHT:
J08 SPECIFI CATI0}iS: sLUl'lP; 4 I1{. AIR C0l{TEl,lT: 4.87 TTATER AoDED AT SITE cAL,
CYLItiDER IllFoRtlATI0t{
N0. 0F CYLIIiDERS: 6 CYLIIIDER SIZE: 6"x 12' TIl.lE CYLIIIOERS CAST: 12:45 UHERE CAST: 0n-Site
CURIlIG I I{FORI,IAT I OI'I
IIIITIAL CURE: 24 hours on-Site FIELD SToRAGE FACILITIES:
DATE RECEMO AT LAB: 10-25-93 8Y: SRC MIN/I|AX
CY!II{OER
UI{IT VEIGHT
{PcF)
DESiGil STRET{GTH 400 PSI @ 28 0AYS
IE5TS BY LAAORATORY PERSOI'II{EL ARE II{ ACCORDANCE IIITH APPLICAELE ASTI,I IIETHOOS UIILESS OTHERIJISE }IOTED
SOI,|E I iIFORI,IAT I OII OF TEST REPORI I,IAY BE PROVIDED 8Y OTHERS
REI'IARKS :
D IAI'lETER
( I ilCHES)
CYLIIIDER
UEIGHT
(L8s )
103,500
i01 ,500
l0-29-93
10-29-93
1l-19-93
l1-19-93
t 1-19-94
l1- t9-93
7
28
28
28H
28H
CoPIES: R.A. 1{e1son & Associates, lnc.;
Tonn of Vail; lJestern llobile;
As ! nutu.l protactlon to cllents, thc Fubllc .nd oursclv.s, .ll Fcportscll.nti, and authoilratlon for publlcatlon of strtcmcnte. Conclu3lon3 orp6ndlng our. wrltt.n approvrl. Sanpl.3 wlll bc dl3poicd of rft.r te3tlhgin trrltlnt.
rr. sutmltt€d s5 th. contldlantlrl proparty of
.xtrlcts from or icg.rdlng our F€ports It ratar-va.llr completcd unlaa3 othcf rr-rangencnts !g|^ecd to
CHEN.NORTHERN, INC.
COIISULTII{G EII6II{EERS AI{D SC IEIITISTS
REPORT OF CONCRETE TEST CYLINDER
c):
.T'%
No\/ t9e3 q
'Stl$rd-l el
ffiifiEcrshP.c.,\,-"
krarzrzfl
T0: llEctl Enterprlses JoB t{0. 4 178 93-3 DATE: 10-4-93Attn: Eustaduio Cortina
P.0. Box 3149 SHTET 1 0F I
Vai l, C0 81658-3149
PR0JECT: Liftside Bullding, east of lJesthaven Drive and llesti n Hotel , South Frontage Road llest, Vail, Colo.
PLACEMENI LOCATIOII:Foundat ion lrall; Lines Q thru Z.
SATCH TICKET I ilF0Rl.lAT I0l{ SUPPLIER: ldestern l'{obi le
TRUCK ilo. 151 TICKET 0. 0486 ilIX DESIGI ilo. 44
TII1E BATCHED: 1:35 Pll TIME ARRIVE0: 2:05 PM TIl,lE PLACED: 2:30 PM-CU. YD. L0AD/ACCUI,|: 28
FIELD T8STIi{C II{F0RMATIOI{ SAIIPLE TEiIP: 7t "F AIR TEl,lP: 70 "F
TIIIE TEST TAKEN: 2:20 Pll SLISIP: 3l/2 It{. AIR C0t{TEtlT: 5.5X }lET Ut{lT IIEIGHT:
JOB SPECI F ICATIOI{S: SLUl,tP: Il{. AIR C0llTEllT: X I{ATER A00ED AT SITE -- GAL.
CYL i I{OER IiIFORI.IAT IOII
N0. 0F CYLIIIDERS: 6 CYLII{DER SIZE: 6"x 12" TI|IE CYLIIIDERS CAST: 2:30 Pll IIHERE CAST: On-Site
CURiIIG I NFORI.IAT IOl{
II{ITIAL CURE: 48 hours
DATE RECEIVED AT LAB:
0n-Si te
10-6-93
FITLD ST0RAGE FACILIIIES: Hot Box
BY: Carolyn Adams l.lll{/lilAx
AGE
DAYS
DATE
TESTED
TOTAL LOAD
( L8s)
D I AI,{ETER
( Ir{cHES)
AREA
(sQ rN)
cot'tP. sTR.
(Psi)
TYPE OF
FRACTURE
CYL INDER
UEIGHT
(L8s)
CYLI}.IDER
UI{ IT IJEIGHT
( PcF)
7
'R
?8
28
28
1n -1 I -A?
10-t I -93
l1- l-93
u-l-93
11-l-93
l1-l-93
105 ,500
114,000
t30,500
140,500
122,000
147 ,000
6.06
6. 08
6.08
6 .09
6. t0
6.07
28.84
29.03
29.03
29 .13
29.??
e8.94
JDOU
3930
4490
48?0
4fl0
5080
shear
snear
con/shear
con/spli t
con/shear
con/spl i t
OESTGII STREIIGTH 4OOO PSI S 28 DAYS
TESTS BY LABORATORY PERSOI{I{EL ARE III ACCORDAI{CE !'ITH APPLICABLE ASTI.I I,IETHODS UIILESS OTHERI.'ISE I,{OTED
SO}IE ]I{FORI.IATIOI{ OF TEST REPORT I,IAY BE PROVIOED 8Y OTHERS
REI.IARKS:
C0PIE5: R.A. f{e1son & Associates, Inc
Town of Vail; llestern l{obile;
J V A, Inc.; Gwathney Pratt Schultz Dan lleill Bobby J. Hays
FIELD OBSERVTR APPROVED BY
As e muturl prot.ctlon to cll.nt3r tha publlc and ours€lvca, all r€ports
cll€nts, .||d authorlzatlon for. publlcrtlor of !tatctEnta. Conclusior|3 or
p.ndl$g ssr. !.rittcn approv.l. Sarlpl.s $ll1 b. dlgPotad of eftcr testlng
in wrl tl ng.
A m€nbcr of thc !:! gaoup of coiFrnlrs
.rG iulrnlttcd ca tha confldlantlal proP€rty of
cxtract3 from or rgt.rding our rePorts ll ra3arvadir cd$lct6d unl.s! other lrFargcnents agrccal to
For||' xo. c EI13A 6/91
i,ii ,;'
CHEN.NORTHERN, INC. \
COI{SULTI I{G EIIGIi{EERS AI{O SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: ilECll Enterpri ses J08 l{0. 4 178 93-3 0ATE: 10-6-93
Attn: Eustaquio Cortina
P.0. 8ox 3149 SftEET I 0F I
Vail, C0 81658-3149
PR0JECT: Liftside Bulldlng, east of tresthaven Drive and lJestin Hotel , South Frontage Road Yest, Vail, Colo,
PLACEI.{EI{T LOCAT IOI{ :Elevator C to Elevation 84
EATCH TICKET I IIFORI,IAT I OI{
TRUCK t{0. ll9
TIl,lE BATCHED:5:20
TICKET [0. 10506
TII4E ARRIVEO:T I I'IE
SUPPLIER: llestern l,lobi 1e
tllx 0Esl6li iio. 44 BPLACED: CU. YD. L0AII/ACCU}i:
FIELD TEsIIttG IltFoRl.lATIol{ IIFmilATI{n I0T PR0VIDED sAtlPLE TEt'lP: AIR TE}IP: T
TIME TEST TAKEI{: SLUltP: Il,l. AIR C0 TEI{T: 1 !,ET uilIT tlEI6HT:
JOB SPECIFICATI0T{S: SLullP: Ill. AIR C0tlTEilT: f UATER ADDED AT SITE GAL.
CYLINOER II{FORHATIOII
tt0. 0F CYLII{DERS: 6 CYLIIIDER SIZE: 6"x 12" TillE CYLII{OERS CAST: IIHERE CAST: Field
CURI IIG IilFORI,IATTOiI
It{ITIALCURE: 0n-5,|te
[)ATE RECEIVED AT LA8:l0-11-93
FIELO
8Y:
SToRAGE FACILITIFS: Cure 8l anket
llark Jensen llttl/l,lAx
ACE
DAYS
DATE
TESTED
TOTAL L()AO
(L8S )
DIAI,IET[R
( It{cHES }
AREA
(sQ Il{)
c0ltP. sTR.
tDell
TYPE OF
FRACTURE
CYL I1{DER
UEIGHT
(LBS )
CYLIl{DER
UI{IT IIEiGHT
(PCF)
7
28
28
28H
28H
10-13-93
10-13-93
l1-3-93
l1-3-93
1t-3-93
1 t -1-Ol
i22,500
85,000
152,000
170,000
154,500
159.000
6.07
6.08
6.08
6.06
6.08
6.07
e8.94
29.03
29.03
28.84
29.03
28.94
4?30
2930
5240
5890
.53U0
5490
snear
shear
con/spl i t
eon/spl i t
con/spl i t
con/spi i t
DESIGII STREI{GTH 4OOO PsI O 28 DAYS
TESTS BY LABORATORY PERSOI{I{EL ARE I1{ ACCORDANCE UITH APPLICASLE ASTI.{ I.IETHODS U]{LESS OTHERVISE I{OTED
SOI,IE II{FORIIATIOII (lF TEST REPORT I.IAY BE PROVIDED BY OTHER5
Cyl i ndersREI.IARKS:were caSt by the contractor,
CoPIES: R.A. l{elson & Associates, Inc.;
Tovrn of Vail; lJestern llobile;
J v A, Inc.; Gwatlmey Pratt Schultz;Eobby J. HaYs
FIELD OBSERVTR APPROVED 8Y
As a hutu.l protrctlon to cll.nt3' thG publlc
cllent3. rnd ruthorlz!tlon for publlc.tton of
p.ndlng our wrltt.n apptovrl. Srmpl.s |rlll b.
ln wrltlng.
A nrcmbcr o{ th! !!! group ot ccdrpanlcr
rnd our3clv65. all r.Ports
rtrtqnaht3. Concl us'i on3 or
dlspo3Gd of aftci tcrtlng
rrc autnltt.d {6 thc confldlcntlrt propcrty of
ertiacts tron or ragrrdlng ouF r^.Portt l3 rcl'Fv'.t
i3 conolctcd unla3t othcr aFrrng€m.nts 'greeo !o
Fonn No. C$Ell3A 6l9t
\
fff-'"%\
1o *oo "tt g
H qqi:itj:#rz J
b-mi*sl1P<)^ ^-j'\*'-":tz'i#CHEN-NORTHERN, INC.
COIISULTIil6 EIIGII{EERS AIID SCIEI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: llECl4 Enterprises J08 l{0. 4 178 93-3 DATE: 10-27-93Attn: Eustaquio Corti na
P.0. 8ox 3149 SHEET 1 0F I
Vai l, C0 81658-3149
PR0JECT: Liftside Building, east of llesthaven 0rive and llestin Hotel , South Frontage Road Uest, Vail, Colo,
PLACEI'IEI{T L0CATI0I{: Stair "C" to Elevation 95
EATCH TICKET ItlF0RllATIOl{ SUPPLIER: l,lestern }lobile
TRUCK r{0. 161 TICKET !10. 010184 HIX DESIG| l{0. 44
TIIIE BATCHED: 9:10 Atl TIIIE ARRIVED: 9:20 Atl TIIIE PLACED: 9:25 A]'t CU. Y0. L0AD/ACCU|Ii: 7
FTELD TESTIIIG I IIFORI4AT IOII
TIIIE TEST TAKET{: 9:55 All
JOB SPECIFICAT]OI{S;
SlUl'lP: 3
SLU|{P:4" llAX
It{.
I1{ .
SAIiPLE TE}.IP:
AIR C0t{TEtlT: 4.6I
AIR C0t{TEl{T: 612S
-- T AIR TEHP: 25 'F
lrET UIIIT IIEIGHT: --
I'ATER ADDED AT SITE O GAL.
CYLIIIOER I I{FORI.,IAT I OI{
ll0. 0F CYLIIIDERS: 6 CYLII{DER SIZE: 6"x 12" TI}IE CYLII{DERS CAST: 10:15 Alt VHERE CAST: 0n-Site
cuRIl{6 Ir{F0RilAtI0r{I ITIAL CURE: 24 hours on-Site FIELD SToRAGE FACILITIES:
DATE RECEIVED AT LAB: BY: l.l I li/l,lAx
AGE
OAYS
DATE
TESTEO
TOIAL LOAD
(LBs)
DIA},IEIER
( IllcHEs )
AREA
(sQ lt)col,rP . sTR.
(Psr )
TYPE OF
FRACTURE
CYLIT{OER
UEIGHI
(LBs )
CYLIIIOER
UI{IT I'EIGHT
(PCF)
7
7
28
28
H
H
ll-3-93
11-3-93
l1-24-93
1t-24-93
11-24-93
r1-24-93
121 ,000
10s,500
6. 03
5.98
28.56
28.09
4240
3900
conlshear
conlshear
OESIGI{ STREI{GTH 4OOO PSI @ 28 OAYS
T€STS 8Y LABORATORY PERSOIIIIEL ARE III ACCORDANCE I{ITH APPLICAELT ASTI'I IIFTHODS U]{LESS OTHERIJiSE NOIED
S()ME II{FOR}IAIIOII OF TEST REPORT IIAI BE PROVIDED 8Y OTHERS
REI.IARKS:
C0PIES: R.A. l{el son & Assoc'i ates, Inc
Tosn of Va'il ; llestern l,lobi I e;
J V A, lnc.; Gwatlmey Pratt Schultz 8i1ly Earbour Eobby J. Hays
FIELD OBSERVER APPROVED BY
A3 a |tnrtur'l prot.ctlotl to €llcnts, th. Public
clients. .nd ruthoFl:atlon for gubllcltion of
lttrd(nE our wrltt.n rp9rovcl, SrnPl.r will hc
A D.rrbor ;f th. !I! group of comp.nlc!
!nd oursrlve3, .l l rlFort5
3t.tsn.nt3. Concl usi ons or
dlsgos€d af aft.i tastlng
.r. aub|nltt€d a3 th. confld't.ntlal proporty of
.rtrr|cti fl_oat or ragardlng our raports 13 ratcrv'd
{i €oRplct€d unlaat athcr qrlcngqrents agr"d Eo
Forn No. CMEll3A 6/9r
fI"%
S" *ou tnt'
; !;. I
Q'&"'-''"0,\(trtuo"#
CHEN.NORTHERN, INC.
col{sullI l{G il{cII'{EERS Ailo SCIEflTISTS
REPORT OF CONCRFTE TEST CYL|NDER DATA
As a muturl rrotrctlon to clllnts, th. publlc and o(|"3clvls, .ll rcporti .t.c 6ubtnltt.d .s tha conlld{entl.t prop.rty of
cllGntr, an.t .rthorlzatlon for publlcation of stat.|||antr. ConcluSlont or.rtractE trod or rrgardlrtg our r.port3 {a ralarv.d
pcndlng'our xiittcn .pprov.l. Srmples rrill b. dlapoa.d of rft.i tcatlhg la conpl.t..l unl.!3 othcr.fr.ng.ncntt tgraaO to
lh wri tlng.A"r;il;;";i thc EI! sroup o{ cotnp.nlcs Form No. cFErl3A 6/91
T0: HECl,l Enterpri ses
Attn: Eustaqui o Corti na
P.0. 8ox 3149
JoB tl0. 4 178 93-3 0ATE: 9-20-93
SHEET 1 OF 1Vail, C0 81658-3149
PR0JECT: Liftslde Euilding, east of yesthaven Drive and Uestin Hotel , South Frontage Road l'lest, Vail, Colo.
PLACEI{EI{T LOCATIOII :llorth ltlal 1 Lines P-10 through P-26, J to P.
EATCH TICKET II{FORI'IATIO'I
TRUCK tto. ll4
TIME BATCHED:
SIIPPLIER: Uestern llobl le
TICKTT 0. 9932 ilIX DESIEI| N0. 44
TII'IE ARRIVED: 3:45 Ptl TIiIE PLACED: 4:05 Pll-CU. YD. L0A0/ACCUI'|: I
FIELD TESTII{G IllFORf,lATIol{ SAf4PLE TE!4P: 74 'F AIR TEI'IP: 72 "F
TIl,lE IEST TAKEI{: 4:10 Pll sLUl'lP: 4 l/4 ll,l. AIR C0l{TtllT: 5.2X IJET UtllT tlElGHT:
J08 SPECIFICATI0ilS: SLUI'IP: Il,l. AIR C0]{TEllT: I I,,ATER A0DED AT SITE 0 GAL.
CYLII{DER II{FORTIATIOII
N0. 0F CYLIII0ERS: 4 CYLINDER SIZE: 6"x l2' TII.{E CYLIII0ERS CAST: 4:15 Pll tJtlERE CAST: On-Site
cuR I xc Il{F0Rl,tAT10t{
II{ITIAL CURE: 48 hours On-Site
DATE RECEIV€D AT LAB: 9-22-93
FIELD ST0RAGE FACILITIES: Insulated Bl anket
BY: Ilark Jensen l,llll/llAx ,
AGE
DAYS
DATE
TEsTED
TOTAL LOAD
(LBs)
OIAI.IETER
( IilCHES)
AREA
(sq Ifl)
c0t1P.sTR.
(PS r )
TYPE OF
FRACTURE
CYLI IIDER
I{E IGHT
(lBs )
CYLII{DER
UNIT IIE IGHT
(PcF)
ao
28
)o
9-27 -93
10-18-93
l0-18-93
1l-15-93
121 ,000
153,000
157,000
17l,000 ,
o-uJ
6.05
6.07
6.06
I
28.75
?8.75
?8.94
28.84
4210
53 20
5430
5930
Shear
shear
shear
con/spl i t
DESIGI{ STREIIGTH B-4OOO PSl 8 28 DAYS
IESTS BY TABORATORY PERSOI{]IEL AR€ IIl ACCORDAI{CE UITH APPLICABLE ASTI.I }IETHOOS UIILESS OTHERUISE }IOTED
SOMT II{FORIIATIOI{ OF TEST REPORT I.IAY BE PROVIOED BY ()THERS
RE}IARKS:
COPIES: R.A, ]{el son & Assoclates, Inc.Attn: l|r, Rick Agate.
llestern Mobile, Attn: l{r. Rick Seymour
J.V.A., Inc.; Gwattmey Pratt Schultz;
Dan l{eill Bobby J. HaYs
FIELD OBSERVER APPROVED 8Y
, t'l}{
CHEN.NORTHERN, INC.
COI{SULTII{G EI{GII{EERS AI{O SCI EIITI STS
REPORT OF CONCRETE TEST CYLINDER DATA
At ! truturl pFot.ctlolr to cll.htr. thr pqbllc rnd o$3.lv.Br .ll iaporta.r'a *utnrlttld.t thc confldlertl.l propcrty of
cli.nt3, .h.t lrthort2rtlon lor publ{c.tlon o{ rtit.mhtt. Conclurlons oF.xtrictr frorn or rtg.rding our F.ports lt r.t.rv.d
p.ndtng oqi rrlttcn .pproval. S.[pl.r r.lll b. dlrpo3ad of aftcr tr3tlng lr cornpl.ted unlct! oth.r rrrlhgdn.ntt agr..q to
ln r.rl t I ng.i.a,nt;;";i th. !I! grosp ot cdtp.nl.i Font t{o, cHEll3A 6/91
fxt't',%\
R #m'w
T0: ltECll Enterprises JOB l{0. 4 178 93-3 DATE: 10-l?-93
Attn: Eustaquio Corti na
P.0. Box 3149 SHEET 1 0F 3
YaiI, C0 81658-3149
PRoJECT: Liftside Auilding, east of Uesthaven Drive and lJestin llotel , Sauth Frontage Road l,lest, Vail, Colo.
PLACET,IEI{T LOCATIOI{ :Grid Lines C thru L, 25 thru 31.
Elevation 53.9 to 54.9.
BATCH TICKET Il{FORllATI0tl SUPPLIER: l{estern ilobile
TRUCK t{0. 97 TICKET ilo. 010681 l.{IX DESl6}l }10. 44
TIIIE BATCHED: 8:35 Af,l TIiIE ARRIVED: TIIIE PLACED: 9:10 Aii-CU.YD.L0AD/ACCUI'I: 71281719
FIELO TESTIilG II{FOR].IATIOII SAI4PLE TEI'IP: 60 .F AIR TEMP: 40 OF
TIIIE TEST IAKEII: 9:15 All StlllP: 3 1/4 Il{. AIR COllTEilr: 3.2fl UET Utitl VEIGHT:
JOB SPECIFICATIOI{S: SLIfiP: 1,lax.4 Il{. AIR CO]{TEilT: -- X IIATER ADDE0 AT SITE 4 GAL.
CYLI I{DER II{FORI'IATIOI{
0. 0F CYLIT{DERS: 6 CYLIIIDER SIZE: 6"x le" TIl.lE CYLIIIDERS CAST: 9:27 Al'l }{HERE CAST: On-Site
CUR]IIG II{FORIIATIOl{I ITIAL CURE: 48 hours 0n-Site
OATE RECEIVED AT LAB: 10-14-93
FIELD SToRAGE FACILITIES: Cure Biankets
BY: Frank Potvin l,llt{/llAx
Aql.
DAYS
OATE
TESTED
TOTAL LOAD
(LBs)
DIAI,TETER
( r]{cHEs }
AREA
(sQ ]il)
COMP. STR.
( Psr )
TYPE OF
FRACTURE
CYLIl{DER
UEIGHT
(L8S)
CYLI
'{DERUt{IT UEI6HT
(PCF)
7A
7A
28A
?84
28A
28A
10-19-93
l0-19-93
I t-9-93
l1-9-93
I t-9-93
11-9-93
125,500
124,000
144,500
157,500
156,000
157 .000
6.04
6.03
6.00
5.97
6.06
6.07
28.65
28.56
28.?7
27.99
28.84
28.94
4380
4270
5110
5630
5410
543 0
shSear
shea r
con/shear
con/bpl i t
con/spl it
con/spl i t
OESI6I{ STREI{GTH 4000 PsI e 28 DAYS
TESTS BY LABORATORY PERSOI{ilEL ARE III ACCORDA!{CE IIJTH APPTICABLE AST},I I,IETHOOS UIILESS OTHERI'ISE I{OTED
SO}IE I]{FMilATIOII OF TEST REPORT I{AY BE PROVIDED BY OTHERS
REiIARKS:Sanples taken frol discharge of purnp,
COPIES: R.A. llel son & Associates, Inc
Town of Vail; llestern llobile;
J v A, Inc.; Gwathrcy Pratt Schultz Brian Scanlan Bobby J. HaYs
FIELD OESERVER APPROVED gY
CHEN.NORTHERN, INC.
COIISULTI IIG EIIGII{EERS AIID SCIEI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
At a tutturl protactlol to cllantir th. pcbllc Inal o!rt.lv.i, all raportr .r! iub.tltt.d s3 the confldlantl.I p'.opcrty of
cllantt, rnd authoritatlon tor prbllcatlon of rtatananta. Conclu3lon5 or €rtrrcts trom or r'agrrdlng our raFot't3 13 raaarvad
pcnding our wrltt.n rppioval. s.rplca Hlll bc dlrpor.d of rft.r tertlng l3 co.nplct.d rhlGBs oth.r rrFtrgrn nt3 agrc.c to
ln rrritlnd-
A mcmbar 6f th. EI! g.oup ot cdrprnl.3 For|tt No. Cl'lEll3A 6/91
T0: l,lECl,l Enterpri ses J{lB ll0. 4 178 93-3 DATE: 10-12-93
Attn: Eustaquio Corti na
P.0. 8ox 3149 SHEET 2 0F 3
Vail, C0 81658-3149
PR0JECT: Liftside Butldlng, east of llesthaven Drive and testin Hotel , South Frontage Road llest, Vail, Colo.
PI-ACE},IEIIT L$ATIOII :Grid Lines C thru L,
Approximate elevation
25 thru 3l
59.
BATCH TICKET IllFORl,lAII0ll SUPPLIER: llestern l'lobile
TRUCK N0. 97 .TICKET 1{0. 0t0589 HIr DESIGfl 1{0. 44
TIHE EATCHID: l0:54 All TII4E ARRIVEO: ll:01 All TIt'lE PLACED:ll:02 All-CU. Y0. LOA0/ACCUil i 7l70lll9
FIELD TESTIIIG I FORI.IATIOII SAIIPLE TE}IP: 63 .F AIR TEI'IP: 50 OF
TIl,lE TEST TAKEII: 11:07 All SLtfiP: 31/2 It{. AIR C0llTEl{T: 3.5I l{ET Ut{lT ldElGHT:
JOB SPECIFICATI0NS: SLIIIP: l'lax.4 ll{. AIR C0t{TEt{T: f UATER ADDED AT SITE 0 6AL,
CYL IilOER It{FORI.IATIOII
ll0. 0F CYLINDERS: 6 CYLIIIOER SIZE: 6"x lZ' TIiIE CYLIT{DERS CAST: 1l:l? All lftlERE CAST: 0n-Site
CURI I{G II{FORIiIATIOI{
IilITIAL CURE:48 hours on-Site
DATE RECEIVED AT LAB: 10-14-93
FIELD STORAGE FACILITIES: Cure Blanket
8Y: Fnank Potvin t'lIt{/MAX
AGE
DATS
DATE
TESTEO
TOTAL LOAD
(tBs)
DIATIETER
(rNCHES)
AREA
(sQ il{)
coilP. sTR.
(Psr)
TYPE OF
FRACTI'|RE
CYLINDER
IJE I GHT
(LBs)
CYL I]{DER
UIIIT YEIGHT
(PcF)
7B
7B
288
288
288
288
l0-19-93
10-t9-93
1t-9-93
ll-9-93'
11-9-93
r r-9-93
134,000
130,000
166,500
161 ,500
169,000
161,500
6.07
6-06
6.08
6.05
6.08
6.09
?8.94
28.84
29.03
28.75
29 .03
29.13
4530
4510
5730
5620
5820
5540
shear
shear
con/spl i t
con/spl i t
6on/spl i t
con/spl i t
DESIGII STREIIGIH 4OOO PSI G 28 DAYS
TESTS BY LAEORATORY PERSONIIEL ARE Iil ACCORDAIICE UITH APPLICABLE ASTI'I I'IETHODS U]{IE5S OTHERUIST I{OTED
SOI.IE IIIFORI'IATIOI{ OF TEST REPORT I.IAY 8E PROVIDED BY OTHERS
REI.IARKS:Sample taken from dl scharge of pump.
COPIES: R.A. l{elson & Associates, Inc.;
Town of Vall; l{estern llobile;
J V A, Inc.; Gnattnrey Pratt Schultz;Brian Scanlan Bobby J. Hays
FIELD OBSERVER APPROVED 8Y
o
CHEN.NORTHERN, INC.
COI{SULTTI{G EI{GIIIEERS A]{D SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
A5 | n|ut{.| protcctlon to cll.ntr, tha publ{c.[d ourialv.3r .tl r.aFortt ar. rub ltt.d aa tht confldlantt.l Fr.FCrty of
cltantr. and rsthorlzrtlon lor psblle.tion ol 3tatamant3. Conclrrlon3 oi .rtracta fl'o|n 9r ragtrrdfng o{r rapol^tt
-
l t -ra3.Fvadpcnatng'our Hrlttcn .Fprovrl . SrhFl.r xlll bc dlapoicd of .lt.r t.rtlng Ir corbpl.tad {.nl.3t oth.r.rr.t}gr&.61t rgr..c to
in *Fltlng.A'";;;;-;i th. BlI tnosp of conp!n{.3 Forn No' cHEll3A 6/91
T0: l,lECl{
Attn
P.0.
Vai l
PROJECT:
Enterprises
Eustaquio Cortina
Box 3149
c0 81658-3149
Liftside 8ut ldi ng,
J08 ]t0.4 178 93-3 0ATE: 10-12-93
SHEET 3 OF 3
east of Uesthaven Drive and l{estln Hotel ,South Frontage Road llest, Vail, Colo.
PLACEI,IEI{T LOCATIO]I :6rid Lines C thru L, 25 thru 31,
Approxlmate elevation 64.
BATCH TICKET I t{FORllAT I0l{ SUPPLIER: tlestern llobi le
TRUCK t{0. 97 TICKET lr0. 010701 lllx DESI6!| lto. 44
TII4E BATCHED: 1:07 Pll TIttE ARRTVED: 1:15 Pl,l TIIIE PLACED: 1:t5 PI,I-CU.YD.L0AD/ACCuI{: 7lll9
FIELD TESTII{6 I IIF()RHAT I OII
TIl.lE TEST TAKtt{: l:32 Pll
JOB SPECI FTCATIOI{S:
StlrllP: 2 l/4
SLUIIP: I'tax.4
Iil.
I lt.
SAI,IPLE TEI.IP:
AIR COI{TEI{T: 3.0*
AIR C0 TE TT X
63 "F AIR TEI{P: 50 OF
IJET UIIIT !IEI6HT: ---
I{ATER AODEll AI SIT€ 5 6AL.
CYLII{DER II{FORI.IATTOII
t{0. 0F CYLII{oERS: 6 CYLIIIDER SIZE: 6"x lZ" I ll,lE CYLIIIDERS CAST: l:Us Pll IIHERE CAST: on-Site
CUR I TIG I'{FORI,IAT IOII
IfllIIAl CURE: 48 hours 0n-Site
DATE RECEIVED AT IAB: 10-14-93
FIETD ST0RA6E FACIIITIIS: Cure Blanket
BY : Frank Potv i n t'l t 1{ /llAx
AGE
OAYS
DATE
TESTEO
TOTAL LOAD
(LBs)
DIAIIETER
( r]{CHES }
AREA
(sQ Il{)
c01'lP . sTR.
(PSrl
TYPE OF
FRACTI'RE
CYL] IIDER
VEIGHT
(LBs)
CYLIIIOER
UI{IT UEIGHT
(PCF)
7C
7C
28C
28C
z6c
28C
l0-19-93
t 0-19-93
i l-9-93
11-9-93
11-9-93
l1-9-93
144,000
l3s,000
167 ,000
162,000
162,500
163,000
6.08
6.08
6.07
6.09
6.09
6.09
29 .43
?9.03
28.94
29.13
e9.13
e9. 13
4960
4650
5770
5560
5580
5600
shear
shear
con/spl it
con/spl i t
con/spl i t
snear
DESIGII STREI{GTH 4000 PsI € 28 oAYS
TESTS BY LABORATORY PER5OI{IIEL ARI II{ ACCORDAI{CE T.IITH APPL:CABLE ASTI.I I,IETHODS UI{LESS OTHERUISE I{OTED
SOI{E I IIFORII/IT IOII OF IEST NEPORT I,IAY BE PROVIDED BY OTHERS
RETIARKS:Sarnpl e taken fnon dl scharge of pump.
C0PIES: R.A. l{el son & Associates, Inc
Tovn of VaiI; Llestern l4obl le;
J V A, Inc.; Gsath€y Pratt Schul tz Brian Scanlan Bobby J. HaYs
FIELD OBSERVER APPROVEO BY
CHEN.NORTHERN, INC.
COI{SULTIl{6 EIIGIIIEERS AI{O SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER
d^'T'%
$s roul*,'?
F. ^HrHilg'h"S
g ruuy 1993 Bh oliii :.. v E
T0: llECll Enterprises JoB 1{0. 4 178 93-3 DAIE: 10-13-93Attn: Eustaquio Corti na
P.0. 8ox 3149 SHEET I 0F IVail, C0 81650-3149
PR0JECT: Llftside Building, east of l$esthaven Drive and lJesti n Hotel , South Frontage Road ltest, Vail, Colo.
PLACEiIIi|T L0CATI0Ii: Lolr llal l betneen Grld Lines Y-2 and El evator Shaft "E'.
BATCH TICKET I I{FOR}|AT l0ll SUPPLIER: Uestern l{obile
TRUCK fio. 150 TICKET t{0. 010756 ilIX 0ES161{ flo. 44
TIIIE BATCHED: 4:17 Pl{ TIIIE ARRIVED: --- TIl,lE PLACE0: 4:30 Pi|-CU.YD,!0A0/ACCU}i: TlZl
FIELD lEsTItlG II{F0RI{ATI0I{ SAllPtE TEl,tP: 65 oF AIR Ttl,lP: 45 'F
TII4E TEST TAKET{: 5:50 Pll SLullP: 21l2 I}1. AIR C0]{TEtlT: 3.5X i/ET UiIIT IIEIGHT:
J08 SPECIFICATIoI{S: SLISIP: l,lax,4 IN. AIR C0l{TEl{I: X IIATER 400E0 AT'SITE 4 GAL.
CYL IIIOER II{FORI,IATIOt{
t{0. 0F CYLIIIDERS: 6 CYLII{DER SIZE: 6"x 12" TII.{E CYLIIIDERS CAST: 5:55 Ptl llHtRE CAST: 0n-Slte
ctRltt6 ItlFoRtlATI0R
II{ITIAL CURE: 48 hours
OATE RECEIVEO AT LAB:
0n-Si te
10-15-93
FIEL0 SToRAGE FACILITIES: Cure Box
8Y: Frank Potvin l,lll{/llAx
AGE
DAYS
DATE
TESTED
TOTAL LO.AD
(LBs)
0IAl'IETER
( rrcHEs )
AREA
(sQ Il{)
c0f.{P. sTR.
(Ps r )
TYPE OF
FRACTURE
CYTII{OER
I{E IGHT
( LBs)
CYL I1{DER
UIIIT YEIGHT
(PcF)
7
?8
?8
?8
28
l0-20-93
l0-20-93
1l-10-93
n-10-93
I t-t0-93
ll-10-93
104,000
117,500
135,000
134,500
136,500
135,500
6.08
6,08
5.99
6.06
5.99
6.08
29.03
29.03
28. 18
?8.84
28.18
29.03
3580
4050
4790
4560
4840
4670
con/spl I t
shear
shear
shear
shear
shear
DESIGI{ STREI{GTH 4OOO PSI O 28 OAYS
TESTS 8Y LABORATORY PERSOIII{EL ARE II,I ACCORDAiICE IIITH APPLICABLE A5TI'I I.IETHOO5 UIILESS OTHERUISE I{OTED
SOI,IE ]ilFffiI.IATIOI{ OF TEST RIPORT I,IAY 8E PROVIDED 8Y OTHERS
REIIARKS: Sampl e taken from dlscharge of punp,
COPIES: R.A. llelson & Assoclates, Inc,;
Town of Vail; lJestern l,lobi'le;
J V A, Inc.; Gwathley Pratt Schultz;Erian Scanlan Bobby J. Hays
FIELD OBSERVER APPROVED BY
Ai a hutu.l protrctlon to cll.l|ts, th. publlc
cli.nt3, rnd ruthorlzltlon fo|^ publlc.tlon ofpcndlng orF tr|.ltt.r approvrl. S.mpl.. f,llI b.ln rritlng.
A mc.Der of thc EJ! group ot coripanl.t
and our3alvei. .l I rapor tt
ttltc ants. Concl uilona ordltpo.ad ol .ftar t..t{rg
.t.. aubnltt.d .t th. confldl.htl.l ptop.rty ot
ettrlct3 irorn or ragaldlng our Faporta 13 rasa?vcd
13 corFlctad unlGrs oth.|. rrranEan.nt3 rgraac lo
Fort' flo. CHEll3A 5/91
l.
IL
|l.
CHEN.NORTHERN, INC.
c0r{sulT$rG EIGIt{gEf,,s AilD SCIEI{TI5T5
REPORT OF CONCRETE TEST CYLINDER
A5 . ,[rtr.l lrotactlon to cll€nt3, th. publlc
cllcrti, rnd ruthoils.tion foF publlcltlon of
Fandlng out'rtltt.n .pp.ov.l. Sdnpl.3 *lll b.in |{rlting.
A |r.||rb.|. of th. !:! grouF of cqnp.hl.3
.nd ouFrclvair all tapot t3
Strtdt|c'|t3. C.nclu3lont ordlrpo.ad of rtt.r t.stlng
rrt! rutrirlttld .r t6. contldicnt{cl proParty ot
.rtrrctr from oF F.garding osr F.Porta l5 r.rarvad
ls cqrplated snle33 othar rrrangdn ntt !g...d to
Fortt flo. cticll3A 6/91
s-'To /.q\
-r9\
i4t
rt"/
^c."/
F {ou rss:co Gg,rr:;,.o'- ,RFUhi,u:
fuA-cilifdfi:ifi
T0: l,lECl{ Enterprises JoB tlo. 4 178 93-3 0ATE: t0-16-93Attn: Eustnquio Corti na
P.0. 8ox 3lil9 SHEET f 0F 3Vatl, C0 81658-3149
PROJECT: Liftside Bullding, east of Uesthaven Dlive and llestin Hotel, South Frontage Road {est, Vail, Colo.
PLACEIIEI{T LOCATIOI{ :lJal)s; Lines C-K and 25-31
SATCH TICKET I l{F0Rl{AT I0ll SUPPLIER: Uestern llobi ie
TRUCK r{0. tt4 TIC|(ET t{0. 0t0827 HIX DESIGI t{0. 44
TIIIE SATCHEO: 9:03 AH TIl,lE ARRIVED: 9:20 Al,t TIHE PLACEI|: 9:25 All-CU. YD. L0AD/ACCU!,|: 7135
FIELO f€STIllG It{FORllATtOl{ SAI{PLE TEIiP: 54 'F AIR TEHP: 40 T
TIIIE TEST TAKEI{: 9:30 All SlUl'lP: 4 llt. AIR COtlTEt{T: 4.5S llET UI{IT tlEI6HT:
J08 SPECIFICATIOI{S: SLlll{P: llax.4 It{. AIR C0tlTtllT: f UATER ADDED AT SITE -- GAt.
CYtII{OER IIIFORI{ATIOII
l{0. 0F CYIIIIOERS: 6 CYLII{DER SIZE: 6"x l?" TIilE CYLITIDERS CAST: 9:35 Al,l TJHERE CAST: 0n-Site
CURIIIG I I,IFORI,IAT IOII
IfltlIAL CURE: 48 hours On-Site
0ArE RECEM0 Al LAB: 10-18-93
FIELD ST0RAGE FACILITIES: Cure Blanket
BY: Joe E. Benedlct llll{/tlN(
AOE.
OAYS
t)ATE
TE5IEO
TOTAT LOAO
(tBs)
OIAI.IETER
( ilicflEs )
AREA
(sQ tt{)
c0r'lP. sTR.
{Psr)
TYPE OF
FRACTURE
CYL I I.It)ER
I.'E IGHT
(LBs)
CYLIIIOER
UTIIT I.IE IGHT
(PcF)
7A
7A
a8A
284
284
284
r0-23-93
10-23-93
t1-13-93
11-13-93
11- 13-93
t1-13-93
t 0s,000
t tt ,000
136,000
138,000
137,500
136,500
5.98
o. uo
5.98
6.A7
6.08
6.08
28.W
28.84
28. 09
28.94
e9.03
29.03
3850
3850
4840
477 0
4740
4700
shear
shear
shear
con/$hear
sheat
shear
I)ES]GI{ STREI{GTH 4000 Psl € 28 0AYs
TESTS BY LABORATORY PERSOI{IIEL ARE III ACCORDAIICE I.'ITH APPLICABTI ASTII fiETHODs UI{LESS OTHERIIISE IIOTED
SOI.IE I i{FORI,IAT I OiI OF TEST REPORT I.IAY BE PROVIOEO BY OTHERS
RE}IARKS:Sanrpl ed from di scharge of truck.
COPIES: R.A. ]{el son & Associates, inc
Town of Vail; lJestern Hobile;
J V A, Inc.; Guathny Pratt Schultz Brian Scanlan Bobby J. Hays
FIELO OSSERVER APPROVED 8Y
CHEN.NORTHERN, INC.
COI{SULTIIIG E}I6II{EERS AIID SCIEIITI STS
REPORT OF CONCRETE TEST CYLINDER DATA
43 r nwtu.'l FFotactlon to cllants, the pqbllc rnd osts.lv.3r .ll reports ara tulmlttad ri th. confldlrntl.l Prop.r'ty ot
clicrtsr .nd suthort:.ttor for publlcltlon ol 3t.tcrrents, Corclurtonr oi.rtrrctt trom or r.g.rding 9!l,tq:i!t- !1-:t:l"ttlpcnaing'our tflttan .pptlvr-l. slr|t|plca ralll bc dl5po..d of .ftcr. t.3tlng l5 coriPl.t.d unlat3 other err.ng.rcnt3.gr..ll to
ln |rritlnr.;-;il;;-;; th. ts!! group ot coorp.nl.i Fonn o' ct'lEtl3A 6/91
T0: l{EC}l Enterpri ses JOB fl0. 4 t78 93-3 0ATE: l0-t6-93Attn: Eustaquio Cort I na
P.0. Box 3149 SHEET Z 0F 3Vai1, C0 81658-3149
PRoJECT: Llftside Euilding, east of lresthaven Drive and l,restin Hotel , South Frontage Road Vest, Vail, Colo.
PLACET.IEI{T LOCATIOII :Yalls; Lines CjK and 25-31.
BATCH TICKET I|{F0R|.iATI0N SUPPLIER: llestern llobile
TRUCK il0. t6t T ICKEI ilo. 010834 t4IX DESIGIT lr0. 44
TIHE BATCHED: l0:34 Al,t TII{E ARRIVED: l0:40 Al.l TIl,lE PTACED:10:45 AH-CU. Y0. L0AD/ACCU}I: 7
FIELD TESTII{6 lllF0Rl,lATlON SAHPLE TEMP: 56 'F AIR TEf,lP: 40 "F
TIt'lE TEST TAKEI{: 10:50 All SLU}IP: 3 Il{. AIR C0liTEllT: 4.01 l{ET UI{IT IJEI6HT: ---
J06 SPECI FICATI0IIS: SLUIIP: llax.4 I1{. AIR C0l{TEt{T: N UAT€R A00E0 AT SITE -- CAL.
CYLII{OER INFORiIATIOI{
t{0. 0F CYLII{0ERS: 6 CYtIttOgR SIZE: 5"x t2" TlltE CYLINDERS CAST: 10:55 Al{ IIHERE CAST: On-Site
cuRI 6 Il{FoRilATIotl
II{ITIAL CURE: 0n-Site FIELD STmAGE FACILITIES: Cure Blanket
DATE RECEIVED AT LAB: 10-18-93 BY: Joe E. Benedi ct llll{/tlAx
AUE
OAYS
DATE
TESTEI)
TOTAL LOAD
( L8s)
OT AI.IETER
(mcHEs)
AREA
(SQ ItI)
cot,tP. sTR.
(Psr )
TYPE OF
FRACTURE
CYLI t{DER
t/E I GHT
(t8s)
CYLIl{DER
UIIII YEIGHT
t PcF)
7g
7B
288
288
288
288
10-u3-93
10-?3-93
1r -13-99
l1- l3-93
11-13-93
I l-13-93
133 ,000
t32,000
173 ,000
170,000
168,500
135,000
6.07
6.06
6. 07
6.07
6.07
6.08
28.94
28.84
28.94
28.94
28.94
29.03
4600
4580
5980
5870
5820
4650
shear
shea r
snear
shear
shear
shear
DESIGI{ STRTIIGTH 4OO() PSI O 28 DAYS
TESTS BY LABORATORY PERSOI{IIEL ARE III ACCOROAIICE I{ITH APPLICABLI AST}I I.IETHODS UIILESS OTHER!'ISE I{OTED
SOiIE II{FORI,IATIOII OF TEST REPORT I.IAY 8E PROVIDED BY OTHTRS
R E}IARKS :Sample uas taken from discharge of truck.
COPIES: R.A, llel son & Associates, lnc.;
Town of Vail; tlestern tlobile;
J V A, Inc.; G athney Pratt Schultz;Brian Scanlan Eobby J. Hays
FIELD OBSERVER APPROVTD BY
e
CHEN-NORTHEHN, INC.
COI{SULTIIIG EHGII{EERS AND SCIEI{TISI5
REPORT OF CONCRETE TEST CYLINDER DATA
Aa. nuto.l prot€€tlon to cll.ntr, thG p[bllc.nd our3alv.3, slI raForts .i. subttlttad lr ihc confldlcnt{.1 Proparty ol
ctlantr. rnd ruthorlrrtlo|r tor publ{c.tlon of 3trt.|t|.ntr. Concls3lon. or cxtrlcts fFoft or iagrrdfng our raport3 la.r.aerv'd
;,;;;l;i'";;-;ii;i" ipp"6i;"i. Saruiis rttt bG dt3poird of.ft.r tcrtlng li coorrl.tld unl..t ath.r .rr!n9.trnt3 .9n.c to
ln }rrltlng./i'r;;;;-8i thc !!!! sr.oup of codrP.nl.i FoFr flo. cMEllsA 6/91
T0: llECll Enterori ses J08 lio. 4 178 93-3 DATE: l0-f6-93Attn: Eustaqui o Cortl na
P.0. Box 3149 SHEET 3 0F 3Vail, C0 81658-3149
PR0JECT: Liftside 8ui1din9, east of Vesthaven Drive and I'lestin tlotel , South Frontage Road Uest, Vail, Colo.
PLACEI.IEIiT LOCATIOI{ :l{alls; Linas C-K and 25-31.
BATCH TICKET ItlFoRl,lATIoll SUPPLIER: l,lestern l'lobil e
TRUCK l{0. 114 TICKET lt0. 010839 tlIX DEsICfl !10. 44
TlltE EATCHED: 1l:41 Al{ T Il'lE ARRIVED: 1l:50 Al{ TIHE PLACED:11:55 Ali-CU. YD. L0AD/ACCUH: 7
FIeLo TESTlfi6 IilFoRttATlotl
TIl,lE TEST TAKEI{: l?: 05 Pil
JOB SPECIFICATIONS:
SLUf,lP:31/2
SLUIIP: itax.4
I t{.
I t't .
SAI'IPLE IEI.IP:
AIR C0IITENT:4.57
AIR C0flT€llT: X
56 .F AIR TEIIP: 40 "F
lrtET UI{IT t'lE IGHT:
VATTR AODEO AT SITE ? GAt -
CYLII{DER IIIFORI4ATIOI{
l{0. 0F CYLIIIDERS: 6 CYLlll0ER SIZE: 6"x 12" TIl,tE C,YLIIIDERS CAST: 12:10 Pll tJHERt CAST: 0n-Site
cmIilG IilFoRHATIor,l
IIIITIAL CURE: 48 hours On-Site
DATE RECEIVED AT LA8: 10-18-93
FIETD SI0RAGE FACILITIES: Cure Elanket
BY: Joe E. Eenedi ct l'll t{/}.{AX
A6E
DAYS
DATE
TESTED
TOTAL LOAO
(LBs)
OIAI,IETER
( rr{cHEs }
AREA
(sQ lrl)
coltP. sTR.
(Psi)
TYPE OF
FRACTURE
CYL II.IDER
IJEIGHT
ft ecl
CYL IIIDER
UI{IT VEIGHT
(PcF)
7C
7C
zaE
28C
?8C
?8C
t0-23-93
10-23-93
1t -13-93
11-13-93
l1-13-93
1l- 13-93
120,000
120,000
140,500
149,000
lsl,000
147.500
6.05
6.07
5.99
5.99
5.98
Q.03
28.75
28.94
28.18
28.18
28.09
zo. )D
4170
4150
4990
5290
5380
3t DU
sl|€ar
shear
snear
shear
shear
snear
DESI6I{ STREI{GTH 4000 PsI 0 28 DAYS
TESTS BY LABORATORY PERSOT{IIEL ARE III ACCORDANCE I.'ITH APPLICABLE ASTI.I ITETHOOS UTILESS OTHERI.'IsE I{OTED
SOI,IE I I{FORI,IAT I OI{ OF IEST REPORT I.IAY 8E PROVTOEO BY OTH€RS
RE}IARKS:Sarnple was taken from discharge of truck.
COPIES: R.A. t{el son & Associates, inc.;
Town of Yail; ty'estern llobile;
J V A, Inc.; ${at}mey Pratt Schultz;8r'ian Scanlan BobbY J. HaYs
FIELD OSSERVER APPROVED BY
ft
CHEN.NORTHERN, INC.
COI{SULT TIIG E]{GIIIEERS At{D SCIEITTISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: HECX Enterprl ses J08 t{0. 4 l7A 93-3 0ATE: ll-10-93Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F zVail, C0 81658-3149
PR0JECT: Liftside Euilding' east of llesthaven Drive and Vestln Hotel , South Frontage Road Uest, Vail, Colo,
PLACEI,IEI{T LOCATI0[{: Ual I s.
EATCH TICKET illFORl'lATl0N SIJPPLIEf;,: llesiern ilobi le
IRUCK lto. 97 TICKET lto. 01-0453 l'tlx DEsI6t{ t{0. 44
TIIIE EATCHED: L2:12 Pl4 TIIIE ARRM[): 12:30 Pl'l TIiIE PLACEO:l?:45 P|{-CU. YD. LOAD/ACCUIi: ?8
FIELD IESTIIIG lilFoRllATlol{ SAI'IPLE TE}IP: 52'F AIR TEIIP: 40 'F
TI[{E TEST TAKEII: --- SLUi{P: 4 1/4 lll. AIR CollTEllT: 4.8I tlET UHIT VEIGHT: ---
JOB SPECIFICATI0IIS: SLUf{P: ltax.4 Il{. AIR C0t{TEl{T: 4-81 lrAlER A0DE0 AT SIIE --- 6AL.
CYTII{OER II{FOR}IATIOI{
ll0. 0F CYLIT{DERS: 6 CYLIII0ER SIZE: 6"x lZ' TIttE CYLIIID€RS CAST: 1:00 PH I|HERE CAST: 0n-Site
cuRlirc IlrFoRllATIot{
IiIITIAL CIRE: 48 hours On-Site
DATE RECEIVE0 AT LA8: lt-12-93
FIELD STORAGE FACILITIES :
BY: Sandi R. Cody tllll/llAx
AGE
OAYS
OATE
TESTED
TOTAL LOAD
(LBs]
OIAI.IETER
( tilcHEs )
AREA
(SQ IN)
COMP. STR.
(Psr )
TYPE OF
FRACTURE
CYL I1{DER
UEIG}IT
(LBs )
CYLIIIO€R
UIIIT VEIGHT
(PCF)
7A
7A
284
284
284
?OA
H
H
11-17-93
1t-17-93
12-8-93
12-8-93
t2-8-93
1?-8-93
106 ,000
110,500
6.08
6.05
29.03
'28.75
3650
3840
shear
shear
OESIGII 5TREI{GTH 4000 Pst 0 28 DAYS
TESIS BY LAEORATORY PERSONI{EL ARE II{ ACCORDAHCE I'ITH APPLTCABLS ASTIII HETHODS UIILE5S OTHERI{ISE IIOIED
sOI,IE IIIFORI,IATIOI{ OF TEST REPORT I,IAY BE PROVIDED BY OTHERS
RET1ARKS:
CoPIES: R,A. llel son & Associates, Inc
Town of Vai'l ; t{estern }lobile;
J V A, Inc.: Gwathney Pratt Schultz Sandi R. Cody Sobby J. Hays
FIELD OBSERVER APPROVED BY
Aa . |hstu.l prot.€tloi to cllanta. tha pqbllc
cllant3, tnd ruthorl2rtfon for publlc.t{on ofp.nding our rfltt.n .pprovrl. Sanplr3 *lll baIn l.r{tlng.
A n.l|ib.r qf tha E!! groqp ot cor|rp..|is3
and o(|frclv.3, all ..Fot tistrtclh.nt3. Concl u5lonr ord'lspor€d of .ft.r tcat{ng
ara 3(b.nltt.d .r, th. confldl.nttrl FtrGDGrty o{
extracts frotn or rcgardlng odr r.porti It raaarvld
l3 co,nplcted unlers othar.rrrnqanrcnt3 rgfaad to
For'fl o. cHEll3A 6/9t
' 't*
CHEN-NORTHERN, INC.
COI{SULTIIIG EI{6II{EERS A]{D SCIEI{IISTS
REPORT OF CONCRETE TEST CYLINDER DATA
A3 a r|utull prot.ctlon to cllant3. th. publlc lnd osr3.lv.s! r'll r.lporti.r. tubmttt.d.t the corfldlantla! proparty of
cllants, and lsthorllataon for plbllcrtlon ot atatemants. Conclrslona or crtr.cts froh or ragardlng orr rePoatt l3 tttalYad
;:;;i;;'.;;-;ii;!n ippr""at. Simetis "rtr bo aiiposod of.ftci t.itlng l3 corrFl.tad unl..i othcr !.r".ngdn.nti 'gr"..d to
ln waltlnq.i";il;"X; th. !lI! srosp ol complni.5 Forn No' cMEllsA 6/91
T0: l,lECll Enterprises JoB tl0. d 178 93-3 0ATt: 1l-10-93Attn: Eustaquio Corti na
P.0. Box 3149 SHEET e 0F 2VaiI, C0 81658-3149
PROJECT: Liftside Bullding, east of lJesthaven Drive and l{estln Hotel , South Frontage Road l,lest, Vail, Colo.
PLACEI,IEIIT LOCAT I OI{:Ual I s.
BATCH TICKET IIIFORiIATIOII
TRUCK N0. 100
TIitE BATCHED: 3:00 Pil
TICKET ilo. 0l-0465
TIiIE ARRIVED: 3: l0 Pll
SUPPLIER: tdestern l'lobi I e
illx 0€slstl ilo. 44
TIl.lE PLAGED: 3 : 20 Ptl-CU.10.L0AO/ACCUI{:77
FIELD TESTIIIG ITIFOR}IATIOII
TIIIE TEST TAKEII: ---
JO8 SPECIFICATIOI{S:
S|TIiPLE TEI{P: 54 OF ATR TEITP: 45 T
SLUIIP: 4 IN. AIR COl{TEtlT: 4.27 UET UI{IT UEIGHT: ---
SLUl,lP: tilax.4 lll. AIR C0l{TEl{T: 4-81 TJATER A00E0 AT SITE --- GAL.
CYt INDER I IIFOR}IAT IOI{
ll0. 0F CYLIil0ERS: 6 CYLII{DER SIZE: 6"x 12' TII{E CYLIIIDERS CAST: 3:30 PM THERE CAST: on-site
CURIT{G IIFORilATI()iI
II{ITIAL CURE: 48 hours
OATE RECEIVED AT LAB:
0n-Site
I l-12-93
FI EtO
BY:
STORAGE FACTLITIES:
Sandi R. Cody r,rM/xAx
At't
OAYS
OATE
TESTED
TOTAL LOAD
(L8s )
D IAI.IETER
{ il{cHEs }
AREA
(sQ Il{}
c01,tP . sTR.
/D<T I
TYPE OF
FRACTWE
CTLIIIOER
I.TE IGHT
(LBs)
CYLITIDER
UIIIT I{EIGHT
(PCF)
t6
IE
288
288
288 H
?88 H
1l-17-93
I I - l7-93
12-8-93
l2-8-93
12-8-93
12-8-93
99,500
101,500
5.98
5.98
28.09
28.09
3540
3610
shear
shear
DESIGII STREIIGTH 4000 PsI 0 28 DAYS
TESTS BY LABORATORY PERSOIIiIEL ARE II{ ACCORDAT{CE VITH.APPLICABLE ASTI.I IIETHODS UIILESS OTHERYISE II(ITEO
SO}IE II{FORI,IATIOI{ OF TEST REPORT MAY BE PROVIDED 8Y OTHER5
REiiARKS:
COPIE5: R.A. ]{el son & Associates, Inc
Town of Vail; l{estern llobile;
J V A, inc,; Gwatlmey Pratt Schultz Sandi R. Cody Bobby J. Hays
FIELD OSSERVER APPROVED BY
CHEN-NORTHERN, INC.
coilsutTIilG EI{CIilEERS A1{0 SCTEilTISTS
REPORT OF CONCRETE TEST.CYLINDER DATA
T0: MECII Enterprises JOB 0. 4 178 93-3 DATE: i0_2?-93Attn: Eustaquio Corti na
P.0. Box 3149vail, oo sr658-3149 SHEET t oF I
PROJ€CT: Llftside Building, east of lresthaven 0rive and llestin Hotel . South Frontage Road ltest, Vail, tolo.
PLACEI|EI{T LoCATIo!I: Elevator C Core lJall, Lines J through K, ?S & 26.
Elevatlon 101'.
EATCH TiCKET It{FoR}lATIott SUppLtER: testern ilobite
TRUCK 0. 150 TICKET t{0. 010988 ilIX DESIGT{ ilo.
TII'IE BATOHED: 12:14 Ptl TIt'tE ARRIVED: l2:2s pit rlttE, pLACEO:1?:40 ptt-cu. y0. L0AO/ACCW:
FIELD TESTI]{6 Il{F0Rl.{ATI0fl SA}tpLE lEtlp: AtR TEHp: -- ?TIIIE TEST TAKEII: --- SLUIIP: --- Ig. AIR Cgl{TEltT: :- I UEf UNIT yEtGHI: ---J08 SPECI FICATI0|{S: SLU}IP: 4 ]tl. AIR COI{TEI{T: 4.81 vATER ADDEo AT SITE --- GAL.
CYL II{DER I IIFORIT,IAT I OI{
t{0. 0F CYLII{DERS: 6 CYLII{0ER SIZE: 6"x 12" TIi{E CYLITIDERS CAST: 12:45 Ft't ttHERE CAST: On-Site
CURI116 Il{F0Rl'lAII0l{
II{ITIAL CURE: 0n-Site FIELD STORAGE FACITITIES:
DATE RECEIVEO AT LAB: 10-25-93 By: Sandi R. Cody MI /f,tAX
CYLII{OER
U}IIT I.IEIGHT
(PcF)
DESIGN STREIIGTH 4OOO PsI G 28 OAYS
Sandi R. Cody Bobby J. Hays
TESTS BY LAgORATORY PERSOIII{EL ARE T?I ACCOROAI{CE |ITH APPLICABLE ASTII T4ETIflD5 UIILESS OTHERIJISE IIOTED
SOI.I€ TI{FORI'IATIOI{ OF TEST REPORT I.IAY 8E PROVIOED BY OTHERS
REIIARKS:
CYLIT{DER
!,8IGHT
(LBs )
7
28
?8
28
?8
l0-29-93
10-29-93
1l-19-93
I I - 19-93
l1- l9-94
1l-19-93
103,500
101 ,500
131 ,000
126,000
132 ,000
132,000
6.09
6.03
6.03
o.uJ
6.04
6.03
3550
3550
4 590
4410
4610
46?0
29.13
28.56
28.56
28.56
28.65
28.56
shear
shea r
con/shear
snear
con/shear
con/shear
CoPIES: R.A. l{el son & Associ ates, Inc.;
Town of VaiI; tlestern llobllet
J V A, Inc.; Gwattuney Pratt S6hulta;
A3 i huturl protcctlon to cll.ntr. th. psbllc.nd oursclvat, !ll r.port!cll€nt3, rnd luthorl:rtlon for. pu&licrtlon of stat.ft.ntr, Conclus.ton3 orp.nding our rrittCn approvrl, S.r|ple3 wll'l b. dlrpo3€d ot .ltar ta3ttncln t'rltlng.
A ncnb.r of th. !I! group of coGprnl!!
qrc 3ubnltt.d rr th. confldlchti!l propcrty of
extract3 frot' or rig.rdlng our raporta lt filarvadls cotlFlatad uhlGr3 othlr rFrlnEa||lants agrcad to
Forn flo, cMEtl3A 6/91
dT"-\
li*' nou s E'i gsiir':*". g\ l$T-t;'"'liCHEN.NORTHERN, INC.
COIISULTII{G EIIGIIIEERS AI{D SCIEI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As a rnrts.l pFot.ctlor to cllants, th. publlc rrd our..Iv.i, .ll F.port3 arc iubnitt.d .r th. confldiGntl{rl Pt'op.rty of
cllant3, and asthorlratlon for publlcation ot sta!.lEnti. Conclollons or axttlctt froh or- r'Gg.rdlng cvr FaPortS lt ralerYadp.nding our '.rltt.n .pprovrl, Srmplcr w{ll bc dlrpo3od of.ftar t.ating ii cohpl.tcd unl.tr oth.r rrF.ngd||cnts.gnt.d to
A r|.||lb.r 6f th. !M group of codp.nrca Foflr Ho. Cfell3A 6/91
T0: ECl,l Enterpri ses JOB ll0. 4 178 93-3 0ATE: 10-?l-93Attn; Eustaouio Corti na
P.0. Box 3149 SHEET I 0F 2Vail, C0 81658-3149
PROJECT: Liftside Bullding, east of l{esthaven Drive and Uestin Hotel , South Frontage Road l{est, Vail, Colo.
PLACEI,IEI{T LOCATI0I{: Elevator To}ier "C", 0' to ?' of pour.
SATCH TICKET !I{F0RMATI0I{ SUPPLIER: llestern l,lobi I e
TRUCK !t0. 117 TICKET N0. 01 0960 titx DESIG|i |t0. 44
T lflfE BATCHED: 2:01 Pll TIl,lE ARRIVEO: 2:15 Pll TIl,lE PLACEO: 2:46 Ptl-CU. Y0. L0AD/ACCU|'|: 7lZ8
FTILD TESTI I{G I }IFOR I,IAT I OITI
TIf,lE TEST TAKEI{: 2:50 Pll
JOB SPECIF]CATIOI{S:
SLUllP: 3 r/4 I ll.
SLUHP: llax.4 Il{.
SAI.IPLE TETIP:
AIR C0l{TEl{T: 4.5I
AIR C0l{TEl{T: %
67 OF AIR TE}IP: 65 "F
l{ET UIIIT UEI6HT: 142.4
IJATER ADDED AT 5ITE 5 6AL.
CYLIIIDER IIIFORI.IATIOII
tlO. 0F CYLINDERS: 6 CYLIIIDER SIZE: 6"x 12" TIl,lE CYLIiIDERS CAST: 2:55 PM YHERE CAST: On-Stte
CURII{G INFORI'IATIOI{
IIIITIAL CURE: 24 hours on-Site
DATE RECEIVEO AT LAB: L0-22-93
FIELD SToRAGE FACILITIES: Cure Elanket
BY: Brian Scanlan l,lIll/HA(
AUE
DAYS
DATT
TESIED
TOIAL LOAD
(LBs)
DIAI,IETER
( mcHEs )
AREA
(sQ Ir{)
cor,tP . sTR.
(PSI)
TYPE OF
FRACTURE
CYLIICDER
tlE IGHT
(L8S)
CYLIIIDER
UIIIT UEIGTIT
(PcF)
7A
7A
28A
284
z8A
?SA
t0-?8-93
10-28-93
I t- l8-93
1l - l8-93
I I - l8-93
11-18-93
117 ,500
110,500
162,500
l6t,000
161 ,000
156.500
6.07
6.07
6 .08
6.09
6.07
6.08
?8.94
28.94
?9.03
29.13
28.94
29.03
4060
3820
5600
5530
5560
5390
shear
shear
snear
shear
shear
shear
OESIGII STREI{GTH 4()OO PSI O 28 DAYS
TESTS BY LABORATORY PERSOIIT{EI ARE II{ ACCORDAI{CE I.'I TH APPLICABLE A5TI.I }IETHOOS UI{LESS OTHERI.'ISE IIOTED
SOI,IE II{FORI,IATIO}I ()F TEST REPORT }IAY BT PROV]DED BY OTHER5
RE ARKS:
C0PIES: R.A. ilalson & Associates, Inc.i
Town of Vail; l{estern }lobile;
J V A, Inc.; Guattmy Pratt Schultz;B. Scanl on Bobby J. Hays
F]ELD OBSERVER APPROVED BY
*,t_
CHEN-NORTHERN, INC.
coflsutTIllc EI{GI I{EERS A D SCIEr{TtSTS
REPORT OF CONCRETE TEST CYLINDER DATA
Ar r l||ut!.I protcctton to cll.nts, th€ publlc .nd ourralv.s. all F.port3 rr. rubtnlttcd .5 th. confldlcntlrl prop.rty ot
cIt.nts, .nd authorizqtton foF Firbllcrtlon of lt.tdn.htr. Conclu3lons ol- .r(trrct3 ftont or i.g.rdlng ouf l!q9l!t-!:-I:.:lvtd
;cnding'our $^ittcn .Fpt-ov.l. 3!|t|pl€3 nlll b€ dl3Folad of att.r t.sting li complct.d tlnlc3s othar ltrrngdnentl rgrcta lo
ln erlting./i;;;;;';i thc EI! sloup ot cflrp.nf€t Forn tto' cl1EluA 6/91
T0: ilE0l.l Enterpri ses JOB l{0. 4 178 93-3 DATE: 10-Zl-93
Attn: Eustaquio Corti na
P.0. Box 3149 SHEET 2 0F 2
Vail, C0 81658-3149
PROJECT: Liftside Building, east of llesthaven Drive and llestin Hotel , South Frontage Road hlest, Vail, Colo.
PLACEl,lEllT L0CATI0I{: Elevator Tower "C"
EATCH TICKET I i{FORI.IAT IOII SUPPLIER: YCSTCTN tIIObi IC
TRUCK N0. 161 TICKET ilO. 0l 0966 I'iIX DESl6l{ l{0. 44
?ll,fE EATCHED: 3:14 Ptl TIIIE ARRIVED; 3:?0 Pll TI}IE PLACED: 4:05 PM-CU. YD. L0AD/ACCU|I1: 7156
FIgLD TESTIIIG I IIFORI,IAT I OII
II l,'lE TEST TAKEI{: 4: l0 PM
JOB SPEC IFICAT IOI{S:
SLUl,lP : 4 I tl.
SLUl,lP: lilax.4 IN.
SA}IPLE TEI{P:
AIR C0|{TENT: 4.21
AIR C0l{TEllT: X
67 'F AIR TEIIP: 60 T
UET Ut{l T UEI6HT: 142.1
UATER ADDED AT S]TE 7 GAL.
CYLINDER IHFORHATIOI{
tlo. 0F CYLiNDERS: 6 CYLIilDER SIZE: 6"x 12" TIHE CYLII{DERS CAST: 4:15 Pl,l IIHERE CAST: 0n-Site
cuRIlt6 ifiFoRtitAlI0t1
INITIAL CURE: 24 hours 0n-Site
DATE RECEIVEO AT LAB: 10-22-93
FIELD ST0RAGE FACILITIES: Cure Blanket
BY: Brian Scanl an 1'{ I t'l /itAX
A6E
DAYS
DATE
TESTEO
TOTAL LOAD
(LBS)
D I AI,IETER
( INCHE5 )
AREA
(sQ il{)
c0t'lP . sTR .
(Psr )
TYPE OF
FRACTURE
CYL I IIDER
UEIGHT
(LBs )
CYLI NDER
UI{TT IIEIGHT
( PcF)
7S
7B
288
288
e8B
288
l0-28-93
l0-?8-93
l1-18-93
11- 18-93
t 1- l8-93
l1-18-93
117,000
1I6,500
157,000
152, s00
147 ,000
151 ,000
6.05
5.09
6 .08
6.06
6.04
6. 08
?8.15
e9. 13
29.03
29.03
28.55
29.03
4070
4000
5410
5250
DIJV
5200
shear
snear
shear
shear
s neal
shea r
OES IGI{ STREI{GTH 4OOO PSI @ 28 DAYS
TESTS BY LABORATORY PERSOT{NEL ART III ACCOROAI{CE I'ITH APPLICABLE ASTI.I IIETHODS U]ILESS OTHERI.IISE I{OTED
Sot.'lt I]{FoRllATI0t{ 0F TEST REP0RT }lAY BE PRoVIDED BY 0THERS
REI{ARK5:
COPIES: R.A. l{el son & Assoclates, Inc
Town of Vail; gestern ilobile;
J V A, lnc.; Gwathrcy Pratt Schultz Brian Scanlon BobbY J. HaYs
FIELO OBSTRVER APPROVED BY
"- Y
CHEN.NORTHERN, INC.
co0l$rLTtxc EIGnEERS lI0 9CtEltI I STS
REPORT OF CONSTRUCTION ACTIVITIES
T0: tlECll Enterpri ses JOB tl0. 4 178 93-3 OATE: 10-27-93Attn: Eustaquio Corti na
P.0. Box 3149Vail, C0 81658-3149 DAILY REPoRT 1{0. 19 SHEET 10F 2
PR0JECT: Liftside Building eas{ of llesthaven Orive and lrestin Hotel , South Frontage Road lfest, Vail, Colorado.
I'EATHER COI{DITIOIIS AilD TEiIPERATURE
CONTRACTOR'S COIISTRI'CTIOI{ ACTIVITIES
PER5OTINEL:
IIIAJOR EQUIPI,IEI{T:
ACTIVITIES:
CHEI{-IIORTHERI{'S SITE ACTIVITIES
lle perfonned t o denslty tests on Untt B-12. Both tests passed.
VERBAL EOI.II'iUIIICAIION IIITTI UOI1TRACTOR, ENGIIIEER, ARCHITECT, OUI{ER
CoPIES: R.A. l{el son & Associates, Inc.;
J V A, inc.; Gwattney Pratt 9chultz; Tonn of Vail;l
I
I Sandi R. Cody Fred R. Cameron
I rtelo ossERvER APPRovED BY
A3 6 huturl piot.ctlon to clJants, th. publlc.nd ours.lv.3! rll rapotts .rc aubmlttcd 13 tha confldcntl.l prop.rty ot o_r cll.ntt. rn.l
.uthoi'izat loh. fot publlcatlon of rt.t.d|.nt. Concls3lon3 or artr.ctt iioai or rcgsrdlng our r.ports ls r.3.rv.d p.ndl69 our *rlttar rpFroval,S.fipl.s |flll -bc dlapoi.d ol aftcr tcltlng lt codplct.d unlt3i othcr arrrngcrncnti aie agr.cd to ln wrltlrrg.A n nbar of th. Elf! group of coc|Panlas
f
cHEN-NOHTHERN, tNC.
coflsuLTtr{G E||6!N€ERS A O SCIENIISIS
REPORT OF FIELD NUCLEAR DENSITV TESTING
Ai a nutgrl Fotectlo. to cll.nt.r th. publtc rnd ourr.lvct, rll r.portr.r. 3ubmlttad aa tlr. cont{d.rtlal FroPctty ot-our cll.nttr
rnd ruthorlratlon for Esbllcatlon of at;ta|trnt, conclutlona or .rtri€t! tio oF r'atrt dlng oui rl.Pol'tr ls r.3.1^v.d- pahdln{t our rfFlttrn
rPprovrl. Sar$Fla3 ttli b. dliporad ot aftar ta3tlngr lr co6pl.t.d unlatr othaF .rtrngsr.nt3 .ra !gr..d to ln $rltinE.
A r Db.r of th. !!I group of conD.nl.!
T0: llECl{ Enterpnises JOB tl0. 4 178 93-3 DATE: 10-27-93
Attn: Eustaquio Cortl na
P.0. Box 3149Vail, C0 81658-3149 0AILY REPoRT l{0. 19 SHEET 2 0F 2
PRoJECT: Liftside Bullding, East of Vesthaven Drive and tf€stin Hotel , South Frontage Road Vest, Vall, Colorado.
SPECIFICATIOI{ CO}IPACIIOI{ & I.IATERIAL
illl{IHt}l RE0UIRED II|-PLACE 0E|{SITY: 952 AS 0ETERl.lIllEO BY: ASTl,l D-698
C0llSTRt CTIOll C0IITRACT0R: R.A. llel son & Associates, Inc. TEST LOCATIOIIS UERE SEL€CTED BY: Chen-l{orthern
TYPE AiID ]{UI.I8ER OF EARTH IIOVI]{G U]{ITS:
IYPE AIID NUI.IBER OF COI'IPACTIOI{ UIIITS:
IIETHOO OF ADDIIIG I.IOISTURE:
THICKI{ESS OF L IFT:
I{UI.I8ER OF PASSES:
TEST
t{0.
tocATt01{
Uni t B-12
DEPTH OR
ELEVATIOI{
(FEET)
LABORATORY I FIELO
PERCEIIT
(RELATIVE/
il4,\Il,tu[)
OETAII{ED
SOIL TYPE
itAxIuutt
DflY
OEI{SITY
(pcf)
OPTII,IUI,I
I.IOISTURE
COI{TENT
$)
DR.Y
DEIISITY
(PcF)
I,IOI STURE
c0ilTEt{T
(r)
.'
4
l{ortheast Corner
SouthHest Corner
?7',1
???
121 .8
t?1.8
t1 .5
11 .5
118 .3
117 .9
9.9
9.7
97
97
Sandy Gravel ly Cl ay
Sandy Gravelly Cl ay
FULL TII.IE OBSERVATIOII X PART TIME OBSERVATIO}I
IHIS REPOEi PRESEI{TS oPIHIoIts FoRI.iED As A RESUL' oF oUR oBsERvATIo s oF FILL PLACEI.IET{T. vE HAVE RELIEO ON THE CoI{'RACTOR TO
OONTINUE APPLYIIIG tHE RECS|,IEIOED Oor.ipAclM EFFOnI ff{D TmISTURE TO FILL DUnING IHE llr'lgs tl{EH oUR OSSERVEn lS tlOT OBSERVII{E
OPERATIOI{S. TESIS ARE I,SO€ OF THE FILL ONLY AS 8ELIEVED ISCESSAiY TO CALTAFA'T OUR OSS€RVER'S JUDG€}IEHT. TEST DATA ARE }IOI
'XE
SOLE BASIS FOR OlIIItOfiS ON TfiEft€N fiE FIIL I'IEE'S SPECIFTCATIONS.
THE I{UCLEAR DEI{SOfiETER ilET}IOD OF TESTIIIG I{A5 USEO ITI SUBSTAI{TIAL ACCORDAIICE UITH ASTI,I 02992 AI{D D3OI7.
PRELII,IMARY 0SSERVATI0I{S AtiD/oR TEST RESULTS VERBALLY REP0RTED T0: Dave
PROGRESS REPORT:
COPIES: R,A. l{el son & Associates, lnc.;
J V A, Inc,; Gwattrney Pratt Schultz;
Town of Vail;
Sandi R. Cody Fred R. ganeron
FTELD OBSERVER APPROVED BY
CHEN-NORTHERN, INC.
coltsutT to E[ctIEERS AltD scrE[T ISTS
REPORT OF CONSTRUCTION ACTTVITIES
T0: t{Ecl Enterprises Jo8 [0. 4 178 95-3 DATE: 10-l-93Attn: Eustaqui o Cortin€
P-O. Box 3149voit, co 81658-3149 DAIty REpORT [o. 6A SHEET I oF I
PRoJECT: Liftside Euitding East of t'testhaven D.ive ard gestin llotet, south Frontage Road Uest, vait, colorado.
nEPoRT OF: RoC( 801-TS
LOCAllOtl: St6ir Core A-2, Grid Lines 8 to 10, o to ft.
EaulPllElfi: PIIP l|o. 34-58t8
Gauge l{o. E- 10
Ran ilo. A-365
F IIIAL CYCLE GA'G€ READIIIG
Rock BoLt l{o. cawe Reading ( pSI ) ( pst )
I 4000 1000, 1550, 2ooo, 2700.3300, 4000
2
3
4
5
6
7
4000
4000
4000
4000
llot Stfessed
4000, Bar Faited 1000, 1600, 2000, 2800, 5400, 4000
at 4000 PSI Loadins.
IIOTE: iock lolts 1 ard 7 lrere stressed in acyctic manner.
SPECIFICATToit 0F cyclE: 700, 1550, 2000, 2700.
3300 and 4000 pst .
I z
4l
q
o
c
CoPIES: R.A. fletson & Associates, Inc., Attn:
J V A. Inc.; Grathmey Pratt SchuttziTffii of Vai t, Attn: tir- Dan Stdnek;
lir.Rick Agate;
I
II Joe E. Ber*dict
I FIETD OBSERVER
Louis E. El, ter
APPROVED BY
As. tlutu.l prot.ctlon to cll.nt3, th. publlc and oFaalv.i, all r.ports ar-a tlbnlttad 13 th6 contldrntl.l prop€rty of our clJ.lrtt, .ndruthorlzatlon for publlcrtlon of ttrtin nt. Conclu3lonr or.xtr.ct3 tr.oo or raqardlng our r.port3 li r.3.rvcd pGnding our ffltt.n .FFrov.l.Srhpl.s rlll bG dlapo3ad of.ttcr ta3tlng l3 cgmplctad unl.3i othor arrangrorints rio rgrld to ln l-ltlng.A n fibcr of th. !!! group of conp.ni.3 rd! m. oErce ./rt
CIIEN-NORTHERN, INC.
clt[sulTlltc E[cnlEERs AID ECt$tTISrS
REPORT OF CONSTRUCTION ACTIVITIES
JoB l{0.4 178 93-3 DATE 1O't -93
DIILY REPORT XO, 7A SI{EET OF
Bui tding East of llesthaven Drive 6nd llesti n tlotel, South Frontage Road l'rest Va it,Co I orado.
I verified the Hetd-puddtes rere of ProPer s
Charles Beckhan II Fred R.CaaFron
TIEID OBSERVER APPRWED 8Y
A.' r nut(l prot.ctlon to cllanti, ttr. p{bllc rtd ou|..lver, .lI r.port! ir. rlbrlttad 15 thc contldantlrl prop.t'iy of ot.r cllcnt3, and
.uthorlz.tlon tor publtcatlon of 3tatdrnt. Concl13lons or. rxtflct3 from or r.g.rdlng osl. r.porta l3 rricrvad P.ndl''d oIF |.'{tt.n rpptovrl 'S&DI.E fllll ba diigot.d of .ftar t.rtlng l. cdiplat.d unl$r oth.r lrrangJtt.r|tr .r'G .gra.d to ln flr'{tlr|g.
A nc.nbcr ot thG !M qrorp of ca|nF.nlrr td F. cr*tda.,/tr
I
CHEN-NORTHERN, INC.
CTXSULTI116 EXGI IIEERS AXD SCTEIITISIS
REPORT OF CONSTRUSTTON ACTIVITIES
TO:llEcl.l EnterprisesAttn: Eustaqjlo Cortins
P.0. Box 3149
Vai 1,, C0 81658-3149
JOB TO 178 93-3 oATE3 10- 15-9J
PRoJECT| liftside 8ui tding East of ttesthaven Drive ard yesti
DAITY REPORT XO, 11A SIIEET 1 OF 2
n.llote[. South Frpntage Road Hest, Vait, Colorado.
Per cli€nt's request. I ras at the zifi*or fecitity to I nspect the steet, Hetding dd bottinEpractices per sPeci f i catiorrs. t arrived to find trc flat b€d trucks Hith mi scel taneous
cotums/beans (Item llos- 11/12). Th6y rere ready fof inspection. t verified att retd-pr.rddtes nerein cqPt iance to A.IJ.S.0.t.l. Atl flltd-trents rcre of proper size, length end conformity. Atl. 6tcel
hsd the proper heat trace #5 ctearLy sta|rped on materiEt. Ihe U-14 BeaoB had 3116 tfP {etd pattonsinstatlcd. Atl tr$€-steel rith spt ices a.d a coqcle of penetFation rretds repe ready fo. shiFnent.
They had been prwiously ultrasonicatly tested. t atso verified bott hote aLigrnents per the site
drarings.
Fred ard llichael l,lray of Zin*or statd that lteft lloE. 11/12 are atnnst cotpteted. (see attached
sheet for quantities).
llanufacturer has infonnud us that lten llo. 13, rhich consists of ni sceL laneous roofing sections,ri[[ comence shortly. This portion of the project has approximately 50 drarings €rd roughty ?5
to 15 sPtices, rhich ritl, rcc$ri rc uttrasonic testing on a daity basis. Fabrication for this portionrill comnence in about ten days.
coPlES: R.A. Netson & Associates, lnc., Attn:
J V A, tnc.; Gratfuney Pratt Schuttzi
Torn of Voit, Attn: I'||. Dan Stanek;
llr. Rick Agate;
ChBrtes Eeckham lI
FIELD OBSERVER
Fred R. carFroar
APPNOVED BY
A5 | fiutual prot.ctlon to cll.nttr th. publlc.|rd ourt.lv.3. rll rarorts !r.. sqbrlttcd ri thc confldrntlrl pr"oplrty of our cllanta, rnd
rsthorlattlon tor publlcrtlon of 4iatafiant. Concluslons oF artract3 traEt or. iagrrdlng our. raports lt tatcrved p€ndlng our wr'lttcn |rFprovtl,sdnpl.3 rlll b. dlapot.d of attci t..tlng lr cooplat.d rnl.sr oth.r.rF.ng.mcntr !r'G lgrcad to lh ||fltlng.A tc',bon ot th. !!! group of co.tpanlci rdri!..rcr@ ./tr
CHEN-NORTHERN, INC.
oofisutrlIc El{cl itEERS AltD sclEfiTtsTs
REPORT OF CONSTRUCTION ACTIVITIES
T0: ECfi Enterpris€r JoB flo. 4 178 93-3 DATE; 10-13-t3Attn: gustoquio Cortina
P,o. 8ox 3149
vait, co 81658-3149 DAtLy iEp(RT ilo. llA SHEET 2 oF 2
PROJECI: Liftside Building east of llesthaven Drive and llestin tlotel, South tfmtage Road llest, Vait, Colorado.
OUA}ITITY OF PARTS PER ITEI'/PER PIIASE
BASEO O qNREilT ADVATICE SILL LISIS:
ABCDETOTAL
rrEI | 1 colwfts 35 31 52 77 2 l9|l
(1.) rrE{ 12 FLmR BEAIS 179 135 140 3?6 780
(2.) rrEif 13 RooF sEAils -- -- 301 412 40 743
TOTAL 214 166 493 845 42 176a
(1.) These qranti tids Do ltot inctude Kurtanos Beaos (506 BestE)
(2.) since these cpantities are based m advance bitt tists; actual. SLlp cpantities ltilt be tess
becauee of a[[ the roof bents made rp of 2 or 3 advance bitt parts,
-:-CoPIES: R.A. t{etson & Associates. lnc.,Attn: lr. Rick Agate; IJ.V.A., lnc.i I
Gmthfi|€y prstt schuttz; I Chartes Beckham IlI FIELD OESERVER APPROVED BY
As r rutual protcctlon to cllanti, tha publlc rnd oursGlvc3, .ll r.porti arc lubmlttrd !t ttta confldcntl.l pt'op€rty ol osr cll.nt3r .nd
a{thorlrttlon for publlcstlon of rt.trn nt, Conclurlon3 or axtr.rcts fro|t| or r.g!tdln9 our F.portt l3 rct.rvaal Pandlng our rarlttan aPprov.l-
S.|EPI.! r,lll br dirporcd ol attcr t.3tlng {i co.rpl.t.d unlais othcr rrr.ng.n.nt3 .F..gF..d to ln r,.{ting.
A ;drb.r of th. HIH gioup of con|p.nlca Fffir|o..lLl@ ./tr
CHEN.NORTHERN, INC.
CENSULT IflG EXGIIIEERS AXD SCIEI{TTSTS
REPORT OF CONSTRUCTION ACTIVITIES
TO:HECII Enterpri ses
Attn: Eustaqulo Corti na
P.0. Eox 3149Vail, C0 81658-3149
JOB l{0. 4 178 93-3 DATE: 10-14-93
DAILY REPORT IIO. IIB SHEET 1 OF 2
PR0JECT: Llftside Euilding east of l{esthaven Orive and tlestin t{otel , South Frontage Road Uest, Yail, Colorado.
TEATHER COllDITI0llS Al{D TEIIPERATURE: 0vercast - Ltght Rain - 48 degrees F.
COI{TRACTOR'5 COI{STRIJCTIOI{ ACTlVITIES
PERSOHIIEL:
I.{AJ0R EQUlPlltllT: I 3301 tloe, 2 l,acker Packers, I }likasa Ualk-Behind Sheepsfoot Roller.
ACTIVITIES: Contractor backfilled hetween Grid Ltnes 1?-13, Y-Q. Contractor started backfilling
around Diers for access stairs at Lift 20,
CHEN-I{ORTHERII'5 SITE ACTIVITIES
l{e conducted in-place nuclear density tests at the request of the contractor. tle observed the
contractor starting to backfill around piers at access stairs at Chair Lift l{o. 20.
Ue ptcked up cylinders cast on 0ctober 13, 1993.
VERBAL COI..II'IU]{ I CATI OII I.II TH CONTRACTOR, E IIGI }IEER, ARCHI TECT,
lle di scussed test results with the contractor.
Wl{ER
COPIES: R.A. llel son & Associ ates, Inc.;J V A, Inc.; Gwathney Pratt Schultz; Tovm of Vail;l
I Brian ScanlanI rrelo oBSERvER
Fred R. Cameron
APPROVED BY
Ai a [uturl pr.otactlon to cllanti, th. publlc lnrl onr..clver. rll r.portr lrs rubmlttad .s th. confld.nt{r'l Ftop.rty of our cll.nts, .nd.uthorlz.tloi for pgbllcatlon of itatir.nt. Conclualoni or.rtr.ct5,ro|r or. r.g.rdlng our r..port3 l3 r...rv.d p.nding our rrl tt.n .pprov. | .
Srnpl.g trlll ba dirgo3ad of attar t ttlrlg l3 qo|rplGtcd irrtlr3i oth.r rfr.ng.n|cnt3 rre ati..d to ln rrltlng.
A n nb.i of thc !!ll gro|rP of co|[prnlc3
J
CHEN.NORTHERN, INC.
cotttsulTt 6 EltctxEERs Arto sctE trsTs
REPORT OF FIELD NUCLEAR DENSITY TESTING
Aa a nstual protaction to cllantr, thc lrtlltc rnd our3.lv.t, .ll r.port3.rc aqkrlttad .a th. confid.ntlal propcrty of our cll€.tt,
.nd authorlaatlon for publl€atton of atat.r|.r|tt concluilonr oi axtrrct3 frdr or r.gardlng our r.porti 13 r.3.rvad. PandlnE oui wrlttanlFprov.l. Sarnplaa Hlll ba dl3Forad of aft.r t..tlng lr eorplrtcd unlca3 oth.r lrrangdr.nt. ar. .gr.cd to tn vfltlng.
A nerbar of th. EI! grorp ol cooprnt..
T0: l.iECItl Enterprlses JOB l{0. 4 l7g 93-3 OATE: 10-14-93Attn: Eustaquio Corti na
P.0. gox 3149Vail, C0 81658-3149 DAILY REP0RT ilO. l1B SHEET Z 0F ?
PROJECT: Llftside Bullding, East of Uesthaven Drive and Uestin llotel , South Frontage Road llest, Vail, Colorado.
SPECIFICATIOII COI.IPACT I OII & I{ATTRIAt
lfll{Illu}l REQUIRED Ill-PtACE DEi{SITY: 951 AS 0ETERI{II{ED BY: ASTtt D-F9B
C0tlSTRUCTI0tl C0]{TRACTffi: Stan ililler, Inc. TEST LoCATI0I{S UERE SELECTED BY: Chen-l{orthern
TYPE Al{D l{UllBER 0F EARTH li0vlll6 UIIITS: I Backhoe
TYPE AHD I{UHBER 0F C0l4PACTI0li UIIITS: .1 Sheepsfoot, 2 yacker Packers. THICKT{ESS 0F LIFT: 12"
IiETHOD 0t ADDII{G I,I0ISTURE: }later Tnuck NUHBER OF PASSES: As Required
iEST
r{0.
LOCATIOI{
*8ToU=Bel on Tol
DEPTH OR
ELEVATIOII
(FEET)
of YalI
PERCEI{T
(REtATIVE/
ilAXIl,tult)
OBTAI'IEO
SOIL TYPE
llAxlirur{
DRY
OE1{SITY
{pcf)
oPTIHUil
ilotsTuRE
c0[TEilT
$)
DRY
DEIIS I TY
(PcF)
IA
6rid Lines
Y and 16.5
Retest of #l
Grid Ll nes
13 and S
5' BTOUt
5' BTot
7' BTolf
121 .8
121.8
121.8
lt q
11.5
t1.5
109 .3
109 .7
107.5
10.7
tl.l
7.0
90
90
ott
Sandy Gravel ly CIay
Sandy Gravelly Cl ay
Sandy Gravelly Ciay
FULL TII'IE OBSERVATIOII X PART TII.IE OBSERVATIOT{
THIS REPORT PNESST{IS OPIIIIOIIS FON',|ED AS A NESULT OF OUR OBSENVATIONS OF FILL P LACEI.IEI{T. PE HAVE RELI€D ON THE COHTRACTOR TOcoI{TIt{UE APPLYTNG THE RECOII.IE}OEO @'.IPACTIVE EFFORT AND I.|otSTUf,E TO FILL Dt'RtI{G TH€ TIH€S TJHETI OI'R OSSERY€R IS I{OI OISERVIIIGOPERATIONS. TESTS AN€ $ADE OF I'tE FILL ONLY AS EELIEVED }IECESSANY TO CAITIRATE OUN OBSENYER'S JUOGEIIEXT. TEST DAIA ARE iIOT
THE SOLE SASIS FOf, OPI'IIOI{S O TfiEIIER TTE FILL I.IEETS SPECIFTCATTONS.
THE IIUCLEAR DIIISOI'IETER I.IETHOD OF TESTIIIG UAS USED ]I{ SUBSTAI{TIAL ACCORDAI{CE I/ITH ASTI'I D2992 AI{D 03017.
PRELII,III{ARY OBSERVATIOi{S Afl0l0R TEST RESULTS VERBALLY REPffiTE0 T0: Jeff
PROGRESS REPORT:
COPIES: R,A. l{elson & Associates, lnc,;
J V A, Inc.; Gwatlmey Pratt Schultz;
Town of Vall;
Brian Scanlan Fred R. Caneron
FIEID OBSERVER APPROVED BY
CHEN-NORTHERN, INC.
. cotsljtTmc EI|GINEERS AltD SCIEIIISTS
REPORT OF CONSTRUCTION ACTIVTTIES
T0: llE0ll Enterprises JOB t{0. 4 lt8 93-3 DATE: l0-A4_9AAttn: Eustaquio Cortrna
P.0. Box 3149Vail, C0 81658-3149 DAILY REPORT !t0. t7 SHEET I 0F I
PR0JECT: Liftstde Building east of gesthayen Drive and l{estin Hotel , South Frontage Road l,rest, Vail, Colorado.
I.'EATHTR COT{DITIOITS AIID TEiIPERATURE
COIITRACTOR' S COIISTRUCIIOII ACTIVITIES :
PERSOTIIIEL:
I'IAJOR EQUIPilEflT:
ACTIVITIES:
llone
CHEI{.I{ORTHERI{'5 SITE ACTIVITITS
Tuo sets of cyl lnders rere pi cked up and transported tD the laboratory in Gl enwood Springs.
They were then stripped, narked and placed in the cure room.
VERBAL COI.I}IUI{ICATIOI{ UITH COIITRACTOR, ENGII{EER, ARCHITECT, OUNER
COPIES: R.A, lle'lson & Associates, Inc.J V A, Inc.; Gwattmey Pratt Schultz Torn of Vail; I
I
Billy Barbour
and Sandi Cody
FIELO OESERVER
Fred R. Cameron
APPROVED BY
A5-. trutual prot.ctlon to clllnt.i th. publlc lnd o{r3clv.i, .ll t aport3 .rc ..ubmlttad ar th. confld.ntl.l proparty ot our cllcntl. rndtuthorlz.tlon. for PubI{cttl-on of itrt.ircrlt. Conclr,r3lon3 or'Gxtrrcta lro or ragrrdlng oqr r.!ot tr i3 rrr.ru.d tcnd I r t-our wil ttan .pPr.ov.l .5.|npl.3.rlIl
^bc_ dl3p63.d of.ftcr t.3tlng 13 cofiplct.d unl.a3 othar affang.|ttantr eir rgrcci to In wrltl[g. _
A mdrbar of th. EI! grgup ot co.Drnl.3
a
CHEN-NORTHERN, INC.
cotasulT I ltc EI|GhEERS AltD SCTEXTTSTS
REPORT OF CONSTRUCTION ACTIVITIES
As a mrt|rll prot.ctlon to cll.ntr, th. psbllc rnd our3.ly.r, .ll r.FoFt3 rr. subnitt.d !r the confldantlrl prop.l'ty of our cl{.nts, .nd
.uthorlartlon foF Fubl lc.tloh oi .trtdn nt. Concluilon3 o'. .rtrrctt fro|n or F.gridlng our rapoitr ti rrrlrv.d p.ndlng ouF Y.rltt.n .ppl'ovrl .
Sr[pks wlll bG tltspos.d of aftar t.3tlrg 13 eorFl.t.d unl.rr other arrrngotwrnts ar'..gr.ad to ln yfltlng.
A henb.r of thr HIH group of €odfr.rl.t tot xr. *rcrr./rr
lo: l,fEcl,l Enterprises JoB to. 4 '178 93-3 DATE3 10-e6-93Attn: Eusta(pio Cortina
P.O. Box 3149
Vait, co 81658-3149 DAtLy REpoRT Ho. t8 st{EEr I OF 4
PROJECT: Liftsidc Buitding east of l,lesthqven Drive srd ltestin flotel., South Frontage Road ttest, Vail, Colorado,
REPORT OF SIRUCTUR4L STEEL
Per ctient's reqrett, I rsls on-site to inspect the fabrication of retding procdufes, steel
fabrication ard botting at Zir*of IndJstnles.
I r.as at Zinkor to perform Ultnaso{ric testlng ard l,lag, Particle testing on futl. pei}etratim retds.
Thefe sere 13 pieces *ith singte joints ard 3 rith do(Sle joints. TNelve pieces sefe 5/8- Inch
thiekness ard 4 pieces rere 3/15-indr thickness. The steel, nith 3/16-inch thicknesr had to be }|ag.
Particted in the root atrd Uttrasonicatty tested on the ftanges. There Here 2 pieces that shoHed
3i9ns of poor penetration. These pieces uere gror.md out ard repai red on-site and retested. At[
other inspections revea ld satisfactory resutts.
See Sheet 2 of 4 fof I-D. tll|tters.
CoPIES: R.A. llelson & Associates, lnc.,
Attn: llr. Rick Agate;
J.V.A.. tnc.;
GHathmey Pratt Schultz; I Chartes Beckham Il Fred R. camerotl
CHEN-NORTHERN, TNC.
co[suLTIxG Eltct ltEEns AxD SCIEIIISTS
REPORT OF CONSTRUCTION ACTTVITIES
fO: ECll Enterprises JOB lro. 4 178 93-5 DATE: 10-26-95Attn: Eustaq.lio Cort in€
P.O. 8ox 3t49vait, c0 81658-3149 DAtLy RrpoRr [0. tB
PRoJEcr: Liftside Euitding East of t esthaven Drive dnd uestin ltotet, south Frontage
SHEET 2 OF 4
Road gest, Vai [, Cotorado.
I.D. IIUIIBERS FOR UITRASOIITC TESI T [G,/I{AG. PARTICLE I IISPECT t OII
1355A - 13148
1318A - 13148
1323A - t3t6^
1332A - 1316A
1329A - 1516A
1314A - 13108
1331A - t3fiA
13108
t3l9A
CoPIES: R.A, flelson & Agsoclates, lnc-. Attn: ilr. Rick Agstr;
J V A, lnc.; &,athrcy Pfatt Schultz;
ToHn of Vait, Attn: llr. Dan Stanek;
Fr€d R, CanefonCharles Beckham tl
At a nutu.l protaction to cllcnts, th. publlc and orrralvli, .lI raporti rre 3ubnttt.d !5 th. conflal.ntl.l proparty of our. c-Hatrt3, rh,t.tthotl2.tlon for ltubllc.tlon of atatdiant. conclusloni oi artr.cti
'ro|t|
or r.gfdlng our F.toits l! rasarvad p.ndlhg our r1r.rtt.r .pprovrl.s.dpl.: rlll b€ dltpo3.d of lftcr t..tlng l: conpiotla unreii otrrcr orrngonririi ii-c ag"eei-ti-tn writl"l]_A i|.ltcr ot thc !I! gFo{p of coaDtnl.r m. d5rccr 6/9!
CHEN-NORTHERN, INC.
co||sull mG EilcmEERs A]{D SCIEI{TISIS
REPORT OF CONSTRUCTION ACTIVITIES
TO: l{ECl{ Enterpri$es JoB lto. 4 178 93-3 DATE: 10-26-93Attn: Eustacpio Cortina
P.O. Bor< 3149vait, co 81658-3149 DAIIY REPoRT lto. 18 sllEET 3 0f 4
PROJECT: liftsid€ Buitding east of Llesthaven Drive ard gestin ltotet, South Frontage Road gest, vai(, cotomdo.
REPoRI OF STRUCTURAL STEEL
Per clientts request. I ras on-site at Zimkor tabricatiofl facitity to test the foltoring futt
penetration Helds. There nere a totat of 15 singte joints. TheFe xere 3 doubte joints. The
fol toxing pieces ot steet Here either Ultrasonicat ty tested or llagnetic Particted, depcnding on
thickness- U.T- inspectioi reveated 2 pieces, l.D. Ilr|bers 1532A ard 1314A, had poor penetration.
contFactor gror.rnd out the uracceptable portion ard reeetded to acceFltabte criteria. Alt other
pieces rere acceptabte to testing procedJres.
See Sheet 4 of 4.
CoPIES: R.A. lletson & Assoeiates, lnc.,
Attn: llr. Rick Agate;
J.V.l., lnc,;
osathney Pratt Sciul tz;chaftes geckhar II Fred R. Canerm
FIELD OBSERVER APPRO/ED BY
As 6 nutual Fiotcct{on to cli.nti, th. pubtlc rnd ouriclvca. rll rcportt ar. subnltt.d ir th. confldcntlll Propcrty of our clldttt. .nd
luthorltat{on for Dublicrtlon of sttt-ant. Conclutlon5 or altractr fro|t| or raElrdlng o{r Fcport3 lr rctarvad Fatdlng osF nrlttat aPpt'oval.
S.mpl.a n{ll bo dirporrd of rftcr t.itlrg l3 coopl.tad unl.r3 oth.r rr...ntdiGnts .r. tlgrccd to ln r{i{tlng.
A rl.lhbar ol th. !!! grouF ot cdrprnl.i
\
CHEN-NORTHERN, INC.
coNsulTtt{G Eil6tIEEiS AltD SCT EUT T STS
REPORT OF CONSTRUCTION ACTIVTTIES
T0: l,tEcfi Enterprises JoB ilO. 4 t78 93-3 DAIE: 10-26-93Attn: Eusta$lio Cortina
P.O. Bor( 3149Vait, co 81658-3149 DAtty REpioRr [O. 10 SHEEI 4 oF 4
PRoJECT: Liftside Bui lding E6t of Uesthaven Drivc and lJestin lloteL. south Frontage Road lGst, v8ll., cotorado,
'5l8rrlhicknessU.I. lnspected
I .D. Iu{6ers
1535A
t3t8A
1323A
1332A
t5z9A
l3t4A
13148
1331A
13108
1319A
13148
13108
'3l16r'fhickness
ag. Particted
l.D. llu|bers
1316A
1316A
1316A
1311A
COPIES: R.A. l{elson & Associates, Inc., Attn: Hr. Riek Agate;
J V A, lnc.i Gmthmey Pratt Schuttz;
Torn of Vail, Attn: Xn, oan StEnek;
Chartes Seckhqm lI fred R. Caneron
FIELD OESERVER APPROVED BY
At . rututrl Protactlon to cli.nts, th. publlc .nd ourrclvcs, .ll r.port3 .r. 3ub.rltt.d ar tha confldantlsl propcrty ot our cll.nti, .nd.uthorlr.tlon foF publlc.tlon of 3tatadint. Conclu3lon3 or'.rtr6cti tro6 or r..gsrdt|rg ouF r.poFt5 ii r.i..v.d F.ndlng ort rl.ltt.[ rtpt ov.l.S$pl.r rlll b. dltpot.d ol rttar tast{ng is compl.tcd uhl.i! oth.r $rrngrrrint; ri-c egr..i to ln wFttthg. -
A i| t4b.r ot tha E!! group of cooprnl.s .u r. *rru./!!
d'''f'\
b' *-qi_le:} B; e'{A?}fiF/ 6.z PMfiSCHT.ffiZ .9-
59- rnaumn da #CHEN.NORTHERN, INC.
COIISULTIIIG EIIGI }IEERS AND SCIEIITISTS
REPORT OF CONSTRUCTION ACTIVITIES
T0: IIECM Enterpri ses JOB t{0. 4 178 93-3 DATE: 1l-1-93Attn: Eustaqui o Cortina
P.0. Box 3149vail, C0 81658-3149 0AILY REP0RT l{0. 20 SHE€I 10F 1
PR0JECT: Liftside Buiiding east of Uesthaven Drive and Uestin Hotel , South Frontage Road l,lest, Vail, Colorado.
I.IEATHER COIIDITIONS AND TEIIPERATURE
COI{TRACTOR'S COIISTRUCTIOI{ ACTIVITIES
PERSOIII{EL:
l,tAJ0R EQUIPT,TET{T:
ACTIViTIES:
CHEI{-I.IORTHERII'S SITE ACTIVITIES
tJe arrlved on-site for a scheduled concrete pour, which was delayed until it rvas finaily
cancelled.
VERBAL C0l,lllut{ I CAT Iotl LllTH C0]{TRACToR, Ell6IliEER, ARCHITECT,OUI{ER
COPIES:
J V A,
R.A. l{el son & Associates, Inc.
Inc.; Glrathmey Pratt Schul tz Town of Vail; I
I
I
Sandi R. Cody
FJELO OESERVER
Fred R. Caneron
APPROY€O BY
Ai. nutr.l pr.otcctlon to cIlant3, th. publlc.nd ou.sclv.3, .ll raport5 rF. rubhltt.d..s thr confld.ntl.l proP.rty of ou-r-cll.nt5. .nd
authorlzltloir for publlcltlon of aiat.da;t. Conclu3lori or citrrctr iro or rcgrrdlng our rcpotti lt rct.r"Y.d pcnding ou} |{r'lttan rFPtov.l.
s.nFIG3 wlll bc dirporcd of aftar t.!t{ng l3 coiFlct.d unlG3s oth.r arrrngl.ttt.nt3.rG lgr.cd to ln Nrltlng.
A |trrrlrbcF of th. HIH grosp of cofiparl.5
CHEN-NORTHERN, INC.
COII$JLTIIIG EIIGIIIEERS AIID SCIEIITISTS
REPORT OF CONSTRUCTION ACTIVITIES
l0: IIECX Enterprises JOB 1{0. 4 178 93-3 DATE: ll-10-93Attn: Eustaquio Corti na
P.0. 8ox 3149vail, C0 81658-3149 DAILY REPoRT tt0. 21 SHEET r 0F I
PROJECT: Liftside Building east of yesthaven Drive and llestin tlotel , South Frontage f,oad fest, Vai't , Colorado,
YEATHSR COIIOITIOI{S AI{D TEI.IPERATME
COiITRACTOR' 5 COI{STRI'CTIOII ACTIVITI ES
PERSOT{I{EL:
HAJ()R EQUIPiIEI{T:
ACTIVITIES:
CHEN.NORTHERI{'S SITE ACTIV ITI ES
Ue performed concrete testing, including slump and air content. TUo sets of cyllnders Hene
cast,
VERSAL COHMUI{ICATIOII I'ITH CONTRACTOR, EIIGI IIEER, ARCHITECT, OUilER
COP I ES:
J V A,
R.A. Nelson & Associates, Inc.Inc.; Gwattmey Pratt Schulte Town of Vall;l
I
I
I
Sandi R. Cody
FIELD OBSERVER
Fred R. Cameron
APPROVED BY
Ar ! mut{al prot.ctlon to cll.nt., thc psbtlc and ou|.3clv.r, .ll r.portr.r. rsbnltt.d r. th. contid.ntl.l Prop.Fty of oU|._cll.Dtt. r|'al
;utaoiii;if d'i;; puoticltto-n "i-ii.ii-.iti. conctuctonior citircts ir'<r" on rrsridtns osr r.port! ls r.r.rv.d ierdlng our trrltt.n .PFrov.l.
S.npl.r,ltl br di3poacd of aft.r tartlng l3 co platad unleii oth.r riF.ngdr.nt3 ar'. igt.d to ln wiltlng.
A mdnb.r' ot th. !I! gioup ot codprni.3
CHEN-NORTHERN, INC.
COI{SULTING EII6I IIEERS AI{O SCIEIIT]STS
REPORT OF CONCRETE TEST CYLINDER DATA
dZ324asa;)
8' *ou l:*i, '-s*Wf."j
i^"W
A\e,,o,eeP
T0: tlECll
Attn
P.0.
Vai I
PROJECT:
Enterprl ses
Eustaquio Corti na
Box 3149
c0 81658-3149
Li ftsi de Bui ldi ng ,
JOB t{0.178 93-3 DATE: 11-a-93
SHEET 1 OF I
of llesthaven Drive and llesti n Hotei, South Frontage Road tlest, Vail, Colo.
PIACEI.{E]{T LOCAT]OI{ :Elevator Shaft A-2.
SATCH TICKET IIIFORHATIO}I
TRT CK fio.
TIME EATCHEO:
TICKET t{0.
TI E ARRIVED:
SUPPL ]ER:
r,rtx oEsIGfi ll0. B
cu. Y0. L0AD/ACCull:TII4E PLACEO:8
FIELD TESTI iI6 I IIFORI,IAIIOI{
Ttl4E TEST TAKEI{: ---
JOB SPEC IFICATI[)IIS:
SAfiPLE TEi{P: AIR TEr.tP: -- "F
SLUi{P: --- It{. AIR C0l{IEl{I:--- f UET UI{IT I/EIGHI: ---SLUHP: I1{. AIR COI{TE]{T: X IIATER ADDED AT SIIE --- GAL.
CYL II{DER II{FORMAT IOI{
tl0. 0F CYLII{DERS: 4 CYLINDER SIZE: 6"x 12" IIl,lE CYLIIIIDERS CAST: --- I{HERE CAST: on-Site
CURII{6 INFORI,IATIOI{
ItIIIIAL CURE: On-Site
DATE RECEMD AT LAB: ---
FIELO STORAGE FACILITIES:
BY: --- lll N/l.lAX
A6E
DAYS
DATE
IESTED
TOIAT LOAD
(LBs )
DIA}'IETER
( IircHEs)
AREA
(sQ lfi)
coilP . s TR.
(Pst)
TYPE OF
FRACTURE
CYL lI.IDER
lTE i6HT
(tBs)
CYL I I{DER
UI{IT t.IEICHT
(PCF)
7
7
28
2S
1l-9-93
I l-9-93
l1-30-93
l1-30-93
l0t,500
103,000
6. 03
6.00
28. 56
28.27
3550
3640
shea r
shear
DES IGIi STREIIGTH 4OOO PSI G 28 DAYS
TE5T5 BY LABORATORY PERSOIIIIEL ARE III ACCOROAI{CE IIITH APPLICAELE ASTM I,IETHODS UIILESS OTH€RI.'ISE iIOIED
SOI'IE IIIFORI,{ATIOI{ OF TEST REPORT I{AY BE PROV1DED BY OTHERS
R EIiIARKS :
COPIES: R.A, lielson & Associates, lnc
Town of Vai'l ; lJestern llobile;
J V A, Inc.; Gwathrney Pratt Schultz Sandi R. Cody Bobby J. Hays
FIELD OSSERVER APPROVEO BY
As I mutual protcctlon to cllcnti, tha publlc rnd oui.3.lvcr, .lI rcporticll.ntr, lnd luthor'lz.tlon for publlc.tlon ot 3trtqrcnt.. Conclu3lort or"pcndlng our. |rrlttcn .pproval. SrmPler will b. dlspor.d ot !{t€t' t.Bt'ingln wrl tl ng.
A m.hb.r ol thc !I! group oa cotnp.nJ.s
.r. 3ubnltt.d !t the confldl€ntldl proF.rty of
cxtfrctg from or rcaafdlng ou|" r.eport3 13 raraavadlr cafiplatad unlGss oth€r arrangGmart3 agraaal to
Farn Na. CllEllSA 6/9:
I. ,, ,QAo$,!Gr,.lu,
CHEN.NORTHERN, INC.
COT,ISULTIIIG Ei,IGI I{EERS AI{D SCIEI{TI5TS
REPORT OF CONCRETE TEST CYLINDER DATA
As. nutr.1 pFotactlon to cllents, the publlc.nd ouri.lve3, aIl r€por"ts.r.submlttod.s the confidl.ntl.l property of
cl-t.nt3, rnd luthorllatlon for publication of .t!te$.rts, Concluslons oi.xtrrcts from or rcgardlng "Yt !:!:I!t^!1-!:t:!u"dpcndiog'osr rrltt.n rpprova]. Sampl€3 wlll be dlspos€d of after tastinE ls complcted unle33 othcr arrangament3 lEr€ao ro
in nritlng.i rn.nulr if thc E!! sroup of complnies Fomr tlo' c1'8113A 6/91
T0: llECl.l Enterpri ses JoB l{0. 4 178 93-3 DATE: 10-27-93
Attn: Eustaqulo Cort I na
P.0. Box 3149 SHEET 1 0F 1
Vai l, C0 81658-3149
PRoJECT: Liftside Bu'i lding, east of tlesthaven Drive and Uestin Hotel , South Frontage Road Uest, Vail, Colo.
PLACEIIEIIT L0CATI0ii: Stair "C" to Elevation 95
BATCH TICKET I]{F0RI.'|AT lotl SUPPLIER: l{estern l|obi I e
TRUCK flo. 161 TICKET N0. 010184 HIX DE5i6N t{0. 44
TIME BATCHEI): 9:10 AM TII'IE ARRIVEO: 9:20 A1,l TIiIE PLACED: 9:25 All CU. YD. L0AD,TACCUI'I: 7
FIELD TESTING II.IFORMATION SAMPLE TEHP: -- .F AIR TEMP: 25 .F
TlllE IEST TAKEiI: 9:55 All SLUl.lP: 3 lN. AIR C0I{TENT: 4.6X UET UI{II IJEIGf{I:
JOB SPECI F ICATI0iIS: SLUIIP:4" l,lAX IN. AIR C0t{TEliT: 6122 TATER ADDED AT SITE 0 6AL.
CYTTNDER II{FORI'IATION
N0. 0F CYLII,{DERS: 6 CYLINDER SIZE: 6"x 12" TIME CYtINoERS CAST: 10:i5 AM IJHERE CAST: 0n-Site
CUR]N6 INFORMATION
It{lTiAL CURE: 24 hours 0n-Site FIELD STORAGE FACILITIES:
OATE RECEIVED AT LAB: BY: l'lIl{/MAX
A6E
OAYS
DATE
TESTEO
TOTAL LOAO
(tBs)
O I AI.IE TER
( IilCHtS)
ARTA
(sQ rr{)
co P.sTR .
(Psr)
TYPE OF
FRACTURE
CYLIIIDER
YEIGHT
(LBs )
CYLIIIOER
UI{IT IJEIGHT
( PCF)
7
7
28
?8
z8
z8
11-3-93
l.t -J-YJ
l1-e4-93
I 1- ?4-93
1l-24-93
l1-24-93
121 ,000
109,500
148,500
151 ,500
162 ,000
147,000
6. 03
5.98
6. 01
6.03
6.04
6.00
28. 56
28 .09
28 .37
28.56
28.6s
2e.27
4?40
3900
5?3 0
53 t0
5650
5200
con/ snear
con/shear
con/spl i t
con/ spl i t
con/spl i t
con/spl i t
DES16II STRENGTH 4OOO FSI G 28 DAYS
TESTS SY LAEORATORY PERSOT'II{EL ARE IIi ACCORDAT{CE 1{ITH APPLICABLE ASTI.I I,IETHODS UIILESS OTHER!'ISE I'IOTED
SOI.IE IIIFORMATION OF TEST REPORT I.IAY 8E PROVIDED BY OTHERS
REI,iARKS:
COPIES: R.A. NeIson & Associates, Inc
Town of VaiI; Uestern l,lobiIe;
J V A, inc.; Gwathney Pratt Schultz Billy
FIELD
Earbour Bobby J.
OBSERVER APPROVEO
Hays
8Y
CHEN.NORTHERN, INC.
COI{SULTII{G E1{6IIIEERS AI{D SCI EI{T I STS
ffBts o $91
REPORT OF CONCRETE TEST CYLINDER DATA
As ! nutual protc€tlon to cllcnts, th. publi€ .nd ours€lvGr, all rcports are lubmltted.3 thc confldl€ntl.'l property of
cll.ht3r .nd authorlzatlor for publlcltlon of ltatdFntr. Concluslons or cxtrlcts from or r.grrdlng our r.ports l3 r.scrvadp.ndlng our wiltt€n rpprovil. Sa|'pl.B |{lll ba dlrpoacd of aft€r t.Btlng li complctcd unlc.3 oth€r..rr.ngcmchts agrtcd toin rrl t I ng.A m€mb.r af tha HIH group of co p.nf€s Fol^n| Ho. cMErl3A 6/91
T0: l,lECll Entemrises JoB l{0. 4178 93-3 DATE: 1l-2-93Attn: Eustaqulo Corti na
P.0. Box 3149 SHEET I 0F 1Vail, C0 81658-3149
PROJECT: Liftside Building, east of lJesthaven Drive and gestin llotel , South Frontage Road l{est, Vail, Colo,
PLACET,IEI{T LOCAT IOII :Elevator Shaft A-2.
BATCH TICKET I NFORiIAT IOI{
TRUCK N0. ---
TIME EATCHED:
TICKET lIO.
TII.IE ARRIVED:
SUPPL I ER :
ltlx DESIGi{ ilo. B
0u. YD. LOAD/ACCUl,,l:TII,IE PLACEO:6
FIELD TESTI I{6 II{FOR}IATIOII
T Il,lE TEST TAKEI{: ---
JOB SPECIF ICATIOI{S:
SAI,IPLE TEI4P : AIR TEI'{P: -- "F
SLUl,lP: --- lN. AIR COtlTEt{T: --- X UET lJl{IT IIEIGHT: ---SLUIIP: lll. AIR C0NTENT: X UATER ADOED AT SITE --- GAL.
CYLII{DER TIIFORIIAT IOI{
N0. 0F CYLII{DERS: 4 CYLINDER SIZE: 6"x 12' TIIIE CYLII{DERS CAST: UHtRt CAST: 0n-Site
CUR I I{G I NFORI,IATlOI{
i ll I TIAL CURE: 0n-Site
DATE RECEIVED AT IAB: ---FIELD STORAGE FACILITIES:
BY: --- lllll/].'lAx
AUC
OAYS
OATE
TESTED
IOTAL LOAD
(LBs)
DIAI,IETER
( It{cHES )
AREA
(sQ il{)
cor,rP. sTR.
( Psi )
TYPE ()F
FRACTURE
CYLIIIDER
rE tun I
( LBs)
CYLIiIOER
UIIIT I'EIGHT
(PcF)
7
7
28
28
11-9-93
11-9-93
11-30-93
11-30-93
101 ,500
103 ,000
t21 ,000
132 .500
O.UJ
6.00
6 .02
5.99
28.56
28.27
28.46
?8. t8
3550
364 0
4460
4700
shear
shear
con/shear
con/shear
DtS 16I{ STRTI{GTH 4OOO PSI G 28 DAYS
TESTS BY LAB0RAToRY PERS0NIIEI ARE li{ ACCoRDANCE lrlTH APPLICABLT ASTII IIETHoDS UiILESS oTllERl,lSE tloTED
SOI,IE ] NFORI,IAT I OI{ OF TEST REPORT MAY BE PROVIDED BY OTHERS
REiIARKS:
CoPIES: R.A. t{eison & Associates, Inc.;
Town of Vail; Vestern l{obile;
J V A, Inc.; Gwathney Pratt Schultz;Sandi R. Cody Bobby J. Hays
FIELD OBSERVER APPROVED BY
o
GHEN-NORTHERN, tNC.
COI{SULTIt{G EI{GII{EERS AI{D SCIET{T]STS
REPORT OF CONCRETE TEST CYLINDER DATA
As . mutull protectlon to cll.nt3, th. publlc rnd ourrelves, rll raports r.. rubm{ttcd os th. confldl€ntlrl propcrty otcll.ntt, .nd authol.lzrtion for publ{c.tton of 3trtament3. Concluiions or Gxtrrcts from or regardlng our reForti ir r.r.rv.dpendlng our l{rltt€h rpproval. Samples $lll bG dlsposed of aftcr t€stlng ls complcted unleE6 other lrrange €hts aEraad toln wrl t lng -
A nenbcr ol th. !!! group of complnl€s Forh Io. CME113A 6/91
T0: l,lECil Enterprises JOB 1{0. 4 178 93-3 DATE: 11-17-93Attn: Eustaquio Cortl na
P.0. Box 3149 SHEET I 0F IVaiI, C0 81658-3149
PR0JECT: Ltftside Building, east of Uesthaven Drlve and tJestln Hotel , South Frontage Road l{est, Vail, Colo.
PLACEI.'IEI{T LOCATIOI{ :Ualls; P5thruonS - Znd lift.
BATCH TICKET INF0RMATI0I{ SUPPLIER: festern llobile
TRUCK NO. I89 TICKET I{0. 103 I4IX [)ESIGI{ NO. 44
TIIIE BATCHED: 12:18 Pl,l TI}IE ARRIVED: TIIIE PLACED: CU.YD.L0AD/ACCUM: 7
FIELD TESTII{G IllFoRllATloN SA}IPLE TEIIP: AIR TEl.lP: --'F
TIME TEST TAKEN: --- SLUI'IP: 4 IN. AIR CONTEi'IT: 4.9% UET UIIIT hlElGHT: ---
JOB SPECIFICATIONS: SLul'lP: IN. AIR C0NTEI{T: X I{ATER ADDED AT SITE --- GAL.
CYL I I{DER 1 I{FORI,IAT]OI{
N0. 0F CYLII{DERS; 6 CYLINDER SIZE: 6"x 1?" TIl.,lE CYLITIDERS CAST: UHERE CAST: On-Site
CURING II'IFORMATION
INITIAL CURE: 48 hours On-Site
DATE RECEIVED AT LAB: 11-19-93
FiELD STORAGE FACILITIES:
BY: llank Jensen tllt{/l'lAx
A6E
OAYS
DATE
TESTED
TOTAL LOAD
(LBs )
DIAMETER
( Il{cHts )
AREA
(SQ IlI)
co[P . sTR.
(Psr )
TYPE OF
FRACTURE
CYL I ]IDER
I'E I6HT
(LBs)
CYL IITDER
Ul{IT I'EI6HT
(PcF)
7
?8
28
z8
z8
11-24-93
i 1-24-93
1?-15-93
12-15-93
12-15-93
12-15-93
102,500
99,500
6.08
6.06
29 .03
28.84
353 0
3450
snear
snear
DESI6I{ STRENGTH 4OOO PSI O 28 DAYS
TESTS BY LAEORATORY PERSOI{I{EL ARE it{ ACCORDANCE TIITH APPL]CABLT ASTI,I I.{ETHODS U]{LES5 OTHER}'TSE I{OTED
SOI'IE INFORMATION OF TEST REPORT I.{AY BE PROVIDED BY OTHERS
REMARKS: Locatlon was provlded by representative of R,A. liel son & Associates.
COPIES: R.A. llel son & Associates, Inc
Town of VaiI; llestern llobi1e;
J V A, Inc.; cwatlmey Pratt Schultz Sandi R. Cody Bobby J. Hays
FIELD OBSERVER APPROVED BY
o
CHEN.NORTHERN, INC.
COIISULTIIIG EN6I I.IEERS AI{O SCIEl{TISTS
REPORT OF CONCRETE TEST CVLINDER DATA
As ! mutu!l protectlon to cll€ntr. thc publlc ard ours.lv.!, .Il r.port3.re 3ubmltt.d rs th. confldlent't.l Property of
cllenrs. and authorizntlon foF Fubllc6tlon of st.temehts. Conclurlonr or entrrct3 fron or reg.rdlng our rcports l3 rc3crvad
pendlng our |rrlttcn .ppt-ov.l. Saoplas t.ltl be diBpoe€d of.ftcr testlng l3 cornplct6d unllsr other rrrrng€ment5 !gF€.d to
in *ri t i ng.
A member ;f th€ HtH group of complnlcs Fonr No. cl'lEl l3A 6/91
T0: llECtl Enterpri ses J08 ll0. 4 178 93-3 DATE: 11-18-93Attn: Eustaouio Corti na
P.0. Box 3149 SHEET I 0F IVail, C0 81658-3149
PROJICT: Liftside Buildin9, east of Uesthaven Orive and llesti n Hotel, South Frontage Road llest, Vail, Colo.
PLACEMENT L0CATI0N: lJal I s .
BATCH TICKET II{FORMATiON SUPPLiER: llestern Mobile
TRUCK N0. 150 TICKET flo. 0l-0604 t{IX DESIGI{ X0. 44
TillE BATCH€D: l?:43 Ptl TIIIE ARRIVED: 1:00 Ptl TIME PLACED: 1:35 Pl,l-CU. YD. L0AD/ACCUM: 7
FIELO TE5TI]{G II{FORIIAT ION
IIl'|E TEST TAKEN: ---
JOB SPECIFICAT]ONS:
SLUMP: 4 l/4
SLUMP:
IN,
IN.
SAI'IPLE TEMP:
AIR C0i{TENT: 4.9%
AiR C0NTEI{T: %
AIR TEilP: -- "F
lrET UI{IT IIEIGHT: ---
IJATER ADOED AT SITE --- GAL.
CYLIilDER tIiFORMAT I ON
1,10. 0F CYLIII0ERS: 6 CYLII{DER SIZE: 6"x 1?" T Il'lE CYLINDERS CAST: 1:15 Ptl IIHERE CAST: 0n-Site
CUR I N6 I IIFORI.IATIOI{
II{ITIAL CURE: 0n-5i te
DATE RECEM0 AT LAB: ll-23-93
FIELD STORAGE FACI t ITIES:
BY: l,lark Jensen l'll N/l,lAX
AGE
OAYS
OATE
TESTED
TOTAL LOAD
(LBS)
DIAI4ETER
( TNcHES)
AREA
(sQ ilr)
COIIP . STR .
(Psr)
TYPE OF
FRACTURE
CYLINDER
UEIGHT
(LBS )
CY L I1{DER
ut{IT t{EI6ftT
( PcF)
o
28
?8
2S
28
I 1-24-93
1l-24-93
14-10-VJ
12-16-93
lz- I6-93
t2- 16-93
109,000
112,500
6.08
5.99
29.03
?8.18
37 50
3990
shear
con/shear
OESI6I{ STRETIGTH 4OOO PSI O Z8 DAYS
TESTS BY LAB0RAToRY PERS0NNEL ARE Ill ACCoRDAIICE lllTH APpLICABLE ASTM I,|ETHoDS UIILESS 0THERIIISE i{0TED
SOME l IIFORI.IAT I OIi OF TEST REPORT IIAY 8E PROVIDEO BY OTHERS
REI.IARKS:
COPItS: R.A. liel son & Associates. Inc
Town of Vail; lJestern Mobile;
J V A, Inc.; Gwathmey Pratt Schultr Sandi R. Cody Bobby J. Hays
FIELD OESERVER APPROVEO BY
I mo#rc b $%
.f,cy''t
CHEN-NORTHERN, INC.
colsutTIltc EllG$tEERs AND scrEraTlsTs
REPORT OF CONSTRUCTION ACTIVITIES
A3. mutqal protection to cll.nt3, th. publlc.nd our3clvG3, rll raportr .re subfilttad as th. confld€ntlal propcrty of out cllcnts' rnd
authorlzatlotl for publlcrtlon o.f 3tit!|tEnt. Concluslons or'ertrlcts trotn oi rcglrdlng orlr rcportl l6 reseived pendlng our wrltt.n .Pprovtl .
Sr|rplcs rl'll b. disposcd o? rtter t.stlng lr compl.tcd unle3s other air.ngem€nts ar€ rgra.d to ln wrltlng.
A n€nb.r of the !I! grouP of companlt5 .do. r|(). Girro,a 5Al
To: llEcx Entefprises J08 IO, 4 17t 93-5 DATE: 10-1-93Attn: Eustaqjio Cort iha
P.o. Box 3149Vait, co 81658-3149 DAILY REpoRT llo. 5A stlEET 1 0f t
PRoJECT: Liftside BuiLding East of Uesthaven Dnive ard Uestin tlotet, South Frontage Foad tJest, Vait, Cotofado.
REPoRT OF! ROCK Bolls
LOCATlofl: Stair Core A-2, crid Lines I to 10, e to ,1,
EQUlPitEllT: PrrP [o. 34-5818
caug€ [o. E- 10
Ram [o. A-f,55
f ITIAL CYCLE GAUGE READI}IG
Rock Bott o. Gauge Reading ( PSt ) ( PSt)
I 4000 1000, 1350, ?000, 2200, 5300, 4000
a
.3
1
5
6
7
4000
4000
6000
4000
lot Stfessed
4000, Bar tai led
at 4000 PSI Lo6ding.
1000. 1600. 2000. 2800. 3400. 4000
ilOlE: Rock Eotts I ard 7 rere stressed in a
cyclic mamer.
SPECIFICATIoI{ 0F cYcLE: 700. 1350, 2000. 2700,
5500 and 4000 PSI.
CoPlEs: R.A. llelson & Associates, Inc., Attn: llr. Rick Agate;
J V A, tnc.; , crathn€y Pratt Schuttz;
ToHn of Vsit, Attn: lir. Dan Stanek;
Joe E. Benedict
FIELO OESERVER
o
CHEN,NORTHERN, INC.
coflsulTIIG E[ctraEERS Al'lD SCIEI|TtSTS
REPORT OF CONSTRUCTION ACIIVITIES
To: ECll Enteryrises JoB [O. 4 178 93-3 DATE! 10-20-95Attn: Eustaquio Cortina
P.O. Bor( 3149vait, c0 81658-5149 DArLy REP0RT ito. 14 SHEET 2 OF e
PROJECT: Liftside Buitding East of lresthaven Drive ard l,testin ltotel, south Frontage Road lrest, Vail, ColoFado.
REPoRT OF: ROCK BOLTS
GAUGE READI}IC
IIIITIAL FI}IAL
1. 4000 3800
2. 4000 3900
3. 4000 4000
4. 4000 4000
5. 4000 4000
6. 4000 3900
7. 3800 3800
8. 5900 3900
Pur,rP #J45818
GAUGE #E 10
RAfi *11 355
Creep 500 lb- increments
]{urter 1 xas in the pit area on Q Line andis the replacenent for Anchor [unber 7
rhich faited in testing on october t. '1993.
il|'|lbers 2 througft 8 xere in the northxest
corner.
a
aa
@
o
t).aa
o.@
a
at
CoPIES: R.A. lletson & Associates, Inc., Attn: l.||.. Rick Agate;
J V A, lnc.i cxathtney Pratt Schuttz;
ToHn of Vail, Attn: llr. Dan stanek;
Ffed R. carneron
APPROVED BY
Darrett Huss
FIELD OESERVER
Ar e mut.ral protectlon to cll.nts. the publlc lnd orr3€1ves, rll r€porti ar. iubmlttrd .r th€ confld.ntlrl prop.rty of our cll.nt3, and
authorl:atlon lor p||blicrtlon ot rtrtds€nt. Conclualoni or axtrrcts from or r.g*d{ng our r€portr 13 ras€rvGd F.ndlng orr wrl ttcn .pprov. | .
SdnFl.s wlll b. dl3pot.d ol .ft.r tcstlng ls complctGd unle33 othcr rrr.ngcrEnts .r. agreed to ln wi"ltlng.
A |n.mbcr of th. g!! group ot comp.nl.s .o.t s- 6Eru 6.|9r
ot
CHEN.NORTHERN, INC.
COI{SULII I{6 EI{GI}IEERS AI{D SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As ! mutual protcctlon to cll.rta, the publlc .nd oursclvas, .ll rcports .re subtlitt€d !a th. confldlcnti6l property ofcll€nt!t .rd a{thorlzltJon fop publlcrtloh of statamcnt3. Concluslon3 or Grtrrctt from or F.grrdlng oui raport6 {. r.3.rv.dpGnd'lng our $trlttan rFFr"oval. S!$9I.E wlll b€ dliFossd of uftrr tcstlng iB conpl€ted unl€sE other. trrrang.rnants lgl^aod toin wrl tl ng.
A memb€i of th. !!!l gr"oup of cohFrni€B Fonn No, CilElt3A 6/91
T0: itE0tl
Attn
P .0.
Vai l
PROJECT:
Enterpri ses
Eustaqul o Corti na
Box 3149c0 81658-3t49
Liftside Bui I dl ng,
JOB l{0. 4 178 93-3 DATE: 11-30-93
SHEET I OF I
of festhaven Drive and Uestin Hotel , South Frontage Road tlest, Vail, Colo,
PLACEMEI{T LOCATIOI'{ :t{all; Line 7, L to tJ, up to Elevation 280.
BATCH TICKET IIIFORMATIOT,I
TRUCK 1{0. 104
TIiIE EATCHED; 11;41 A{
TICKET ilo. 01-0688
TIiIE ARRIVED: 1l:50 At4
SUPPLIER: l{estern l.lobi I e
t'rlx DEsrGil N0. 39
TIME PLACED:12: i5 Pli-CU. Y0. L0AD/ACCUI|:
FIELO IESTTiI6 I IIFORI,IAT IOII
TIME TEST TAKET{: ---
JOB SPECI FICATIOI{S:
SAI'|PLE TEITIP: AIR TE}IP; -- T
SLUiIP: 3 3/4 ll{. AIR CONTEI{T: 4.99( UET Ui{IT IJEIGHT: ---SLUIIP: IN. AIR COITEflT: g I,ATER A0DE0 AT S]IE -- GAL.
CYLIIIDER INFORMATIOI{
I'10. 0F CYLII{DERS: 6 CYLINDER SIZE: 6"x 12" TIl.lE CYLII{DERS CAST: 12:30 Pll TJHERE CAST: 0n-Site
CURI}16 II{FORMATIOI{
INITIAL CURE: On-Site FIELD SToRAGE FACILITIES:
DATE RECEMD AT LAB: 12-2-93 BY: ilark Jensen l,llll/tlAx
AGE
DAYS
DATE
IESTED
TOTAL LOAD
(LBS)
DIAMElER
( I ricHEs)
AREA
(sq ril)
COMP, STR ,
(Psr)
TYPE OF
FRACTURE
CYLINt}ER
i{E I6HT
(LBS)
CYLIiIDER
UtiIT IIEI6HT
( PCF)
7
28
28
28H
28H
t2-7-93
12-7-93
12-28-93
12-28-93
12-28-93
12-28-93
135,000
137.000
6.02
5.98
?8.46
28.09
47 40
4880
shear
shear
DESIGI{ STRENGTH PSI @ 28 DAYS
TESTS BY LABoRAToRY PERS0I{I{EL ARE IN ACC0RDAI{CE YITH APPLICABLE ASTIi I,|ETHODS UI{LESS 0THERyISE N0TED
SOI.IE II'IFORMATIOII OF TEST REPORT I.IAY BE PROVIOTO BY OTHERS
REI.IARKS:
C0PIES: R.A. l{el son & Associates, Inc.;
Town of Vail; llestern Mobi le;
J V A, Inc,; Gwatlmey Pratt Schultz;Sandi R. Cody Bobby J. Hays
FIELD OBSERVER APPROVED BY
CHEN-NORTHERN, lNC.
CO'{SULTI}IG E}IGI IIEERS AND SCIEIIITSTS
REPORT OF CONSTRUCTION ACTIVITIES
T0: l.lECll Enterprises JOB ?{0. 4 178 93-3 DATE: 1l-16-93Attn: Eustaqul o Cortl na
P.0. 8ox 3149Vail, C0 81658-3149 DAILY REPoRT l{0. 22 SHEET I 0F I
PR0JECT: Liftside Euilding east of llesthaven Drive and t{esti n Hotel , South Frontage Road Uest, VaiI, Colorado.
UEATHER COl{DiTIOI{S AilD TEI'IPERATURE
COIITRACTOR'S COI{STRUCTIOI{ ACT I VITI ES
PERSOT{I{EL:
|1AJOR EQUIPI,|EIT:
ACTIVITIES:
CHEI.I_ ORTHERII'S S]TE ACTIVIT I ES
lle arrived on-site as scheduled to perfonn denslty tests on C-11 and C-12. Testing vras
cancel I ed.
YEREAL CO}II'IUI{ICATIOII UITH COI{TRACTOR, EIIGINEER, ARCHITECT, O|,II.IER
COPIES: R.A. l{elson & Associates, Inc.
J V A, Inc.; Gwathmey Pratt Schultz
Sandi R. Cody
F]ELD OSSERVER
Fred R. Carpron
APPROVEO BY
A. a mutual piot€ctloB to cllantr, th. publlc rnd ourselvcs, .ll r.ports ar. submlttaal a3 th! confld€ntlal- propGrty o'l ou-r"_cll€nt3' and
"rtt ot;iiii.i"I for puuiicaiion of :tatrocirt. conclusions or artrdct! ironr or regardlng our taports l9 rescrved pending our rrlttcn epp.ovll 'Sampl€$ lltlll be disposed of.ft€r te3tlng l! coripletcd url€ss othei rrrangcm€ntB .r€ .gr€€d to ln r{rltlng.
A m€mber of th€ E!! group of cornpdnlat
CHEN.NORTHERN, INC.
COIISULT I IIG EIIGTIIEERS AXD SCIEIITISTS
REPORT OF CONSTRUCTION ACTIVITIES
T0: l,lECl'l Enterprises JOB N0. 4 178 93-3 OATE: 11-17-93Attn: Eustaquio Corti na
P.0. Box 3149Vail, C0 81658-3149 DAILY REPoRT tlo. 23 SHEET l0F ?
PROJECT: Liftside Buildlng east of Uesthaven Orive and ltestin Hotel , South Frontage Road l{est, Vail, Golorado.
!,EATHER CONDITIOI{S AI{D TEMPERATURE
COIITRACTOR'S CONSTRUCTIOII ACTIVITIES
PERSOIiI{EL:
I'IAJOR EQUI PMEI{T:
ACTIVITIES:
CHEN-NORTHERI.I'S SITE ACT I VITI ES
Density tests uere performed on C-11 and C-12.
Concrete was tested on P 5 to 15 on 5, second lift. Six cylinders were cast.
VERBAL COI.II.IUIIICATIOI'I IIITH COI{TRACTOR, ENGII.IEER, ARCHITECT, OIINER
CoPIES: R.A. llelson & Associates, Inc.
J V A, Inc,; Gwatlrney Prdtt Schultz Town of Vai 1 ; I
I
Sandi R. Cody
FIELD OESERVER
Fred R, Carneron
APPROVED BY
Ar a Dutual protactlon to cllanti, tha publ{c rnd ours.'lves, .ll reports .r.€ 3nbnltted es the confldenti.l proplrty of our.cll.ntl, lnd
.uthorlratloir for publlcatlon of itatdm;t. Conclusion6 or €xtrrcts irod or rGgarding our r.ports iB r€r.rved,andlr|g ourr{r.ltt.n rppr'ov!].
S.mple3 lalll b. dliposcd of rftar tastlng lr compl€t€d unl€ss other arr.ngsnents ar. agr€€d to In r.rltlnE.
A n.mb.r ol th. [I! grouF of cotlp.nlc3
CHEN.NORTHERN, INC.
CONSULTING ENGIT{EERS AIID SCIEI{TI9TS
REPORT OF FIELD NUCLEAR DENSITY TESTING
As r trutual protectlon to cllanti, th. publlc lnd oursclvas. .ll roports are submlttcd a! tht confldentl.l pl"opol"ty of o{r cllcnti'
.nd authorlaation lor publlcrtlon of strtemant, conelgalonli or €xtracts from or rcgardlng our rQports ls reserved- pcndlng osr ilrlttcn
spprov.l. Samplcs wlli be dispos€d of after tartlng lr completed unless othcr arrrngcm€nts ire lgreed to ln rflting.
A msrber of tho EI! group of co pilnlc3
T0: lilECll Enterpri ses J08 l{0. 4 178 93-3 DATE: 11-17-93
Attn: Eustaqui o Corti na
P .0. Box 3149Vail, C0 816s8-3149 DAILY REP0RT l{0. 23 SHEET 2 0F Z
PR0JECT; Liftside Building, East of yesthaven Drive and lfestin tlotel, South Frontage Road llest, Vail, Colorado.
SPECIFICATIOI{ COI.IPACT IOI{ & I.iATERIAL
ll I lll l,,luf,l REQUIRED II{-PLACE OEIISITY: 95% AS DETER}|IIiED BY: ASTII D-698
CO]{STR|CT1OI{ C0NTRACT0R: Stan Miller, Inc. TEST LOCATI0]{S UERE SELECTED BY: Chen-l{orthern
TYPE AI{D NU}'IBER OF EARTH I,IOVI NG UNITS:
TYPE AIID I{UI,IBER OF COI,IPACT I OI{ UI{ITS:
MEIHOO OF ADDIIIG IIIOISTURE:
THICKI1ESS 0F LIFT: l{ot obserYed
t{UllBER 0F PASSES: As Requi red
TES T
NO,
LOCATIOI{
DEPTH OR
ELEVATION
( FEET )
LABORATORY I FI ILD
PERCENT
(RELAI I VE/
AX I UM )
OETAII{ED
SOIL TYPE
ilAX I r,rutl
DRY
DENS ITY
(pcf)
OPT I I.IUI,I
1'IOISTURE
c0t{TEt{T
(fi)
DRY
DENS I TY
(PcF)
IIO I STURE
c0l{TEl{T
(%)
5
6
C- 11 Center
C-12 Center
Grade
Grade
tzL .8
121 .8
11.5
11 .5
717.6
lrl.)
t3 .5
L2 .7
97
Ytt
Sandy Gravel ly Cl ay
Sandy Gnavel ly Cl ay
FULL T II,IE O85ERVATIOII X PART TII'IE OBSERVATIOI{
lHls REPoRT PRESENTS OPttllOl{S FO[0'IED AS A n€sULT OF OUfi oBs€Rv^ltols oF FILL PLACEMEHT. tlE HAVE RELIED ON THE Coa{TRACIOR TO
CONTINU€ APPLYING THE RECOT,I4ENOEO CO+IPACTTVE EFFORT AI{O IIOISTURE TO FILL DURING THE TII.IES I{HE OIJR OASERVER IS I{O1 OBSERVING
OPERATTONS. TESTS ARE MADE OF THE FILL ONLY AS S€LIEVEO I{ECESSARY To CALIBMTE OJR OBSEnVrR'S JUDGEI.'IENT. TEST DATA ARE }{oT
THE SOLE BASTS FOi OPII{IOI{S ON T'HETI]ER IHE FILL I.IEETS SPECIFICATIO S.
THE I.IIJCLEAR DEI{SOI.IIETER I'IETIIOD OF TESTITIS }'A5 USED II{ SUESTANTIAL ACCORDAT{CE UITI1 ASTI.I D2992 AND D3OI7.
PRELII,III{ARY OBSERVATI0IIS AN0/OR TEST RESULTS VERBALLY REP0RTED T0: Dave
PROCRESS RIPORT
COPlE5: R.A. l{el son & Associates, Inc.;
J V A, Inc.; Gwattu€y Pratt Schultz;
Town of Vail:
Sandi R. Cody Fred R. Cameron
FIELD OBSERVER APPROVED BY
o
CHEN-NORTHERN, INC.
colrgjLT tc EltGtftEERS AID SCt EftT t SIS
REPORT OF CONSTRUCTION ACTIVITIES
T0: ECll Enterpnises J00 t{0. 4 l7g 93-3 OATE: tt-18-93Attn: Eustaqui o Corti na
P.0.8ox 3149Vail, C0 81658-3149 DAILY REPORI l{0. 24 SHEET 10F 1
PROJECT: Liftside Butlding east of llesthaven Drive and llestin Hotel , South Frontage Road Uest, VaiI, Colorado.
!/EAIHER COIIOI TIOI{S AIID TII.IPERATIRE
CONTRACTOR'S COIISTRUCTIOI{ ACTIVITJ E5
PERSOI{I,IEL:
HAJOR EQUIPI.IEIIT:
ACTIVITIES:
CHEI{-IIORTHER}I'S SITE ACTIV I TT ES
lle perfornnd eoncrete testing on 8-inch wall, Grid Lines 1, \rl through l{. Six cylinders were
cast.
VERBAL COI.{I.IUNICATIOII UITH COIITRACTOR, ENGII{EER, ARCH]TECT, OUI{ER
COPIES: R.A. Nelson & Associates, lnc.;
J V A, Inc.; Gwdtlmey Pratt Schultz; Town of Vail;l
I
I Sandi R. Cody
I FIELD 0BSERVER
Fred R. Cameron
APPROVED BY
A5 . muturl protactlon to cllcnt3, th. publlc.nd ours.Ives, r'll raport3 ara iubrnltt.d..E thc confldGntlal proFcrty ot our cll.nt3r rndruthorizatioil tor publlcrtlon of st.ich€nt. Conclu3lons or cxtrlct3 iroln oi ragardlng osi rGport3 ls rdi.Fv.d pendlng our rrlttcn appfov!1.
S.rDl€s wlll bG dlspo3ad of.ft€r tc3ting ls cohplGted unl.ss other.rr.ngqn€nt9 ai. rgraed to in hrltlng.
A m.|rber of thc EI! groqp of comp.nica
CHEN.NORTHERN, INC.
COIISULT I ItG EIIGIIIEERS A}ID SCIEXTISTS
REPORT OF CONSTRUCTION ACTIVITIES
T0: HECi{ €nterprl ses
Attn: Eustaquio Cortina
P.0. Box 3149VaiI. C0 81658-3149
JOB ll0. 4 178 93-3 DATE: 1l-?3-93
DAILY REPORT NO. 25 SHEET 1 OF 2
PROJECT: Liftside Bui'lding east of festhaven Drive and l{estin Hotel , South Frontage Road lJest, Vail, Col orado.
IJEATHER COI{OITI0i{S At{D TEilPERATURE: Partly Cloudy - 40 degrees F.
COI{TRACTOR'S COIISTRWIIOI{ ACTIVITI ES
PERS0I{i{EL: lllA
HAJ0R EQUiPIIENT: N/A
ACTIVITIES: ]lone in these areas.
CHEII-I{ORTHERN'S S ITE ACTIVITIES
lle arrived on-site and conducted in-olace nuclear density tests. See Sheet ? for test results.
VERBAL COI'II.{UNICATIOIl VITH CONTRACTOR, E}IGI I{EER, ARCHITECT, OI'I{ER
Ue revi ewed density tests dated 0ctober 14, 1993 with David Schreiner. Test Nos. I and 1A were
mi smarked and should have read "Grid Lines Y - 12.5". This ar€a has not been built on and will be
retested v/hen contractor has reworked this area.
COPIES: R.A. llel son & Associates, Inc.
J V A, Inc.; Gwathmey Pratt Schultz To*n of Vai I .l
I
Brian Scanl an
FIELO OSSERVER
Fred R. Cameron
APPROVED BY
A3 r mqturl Frot.etion to cllent6, th. publlc lnd ourselv€3. lll rtpor.tE rr. 5ubfiitt.d.s tha confld.ntl.l propcrty of our cllcnts, lndauthorlz.tloir lor Fubllcatlon of rtlt.nFnt. Corcl!3lonr or Grtr.cts lFo!| or r.gridlng our r.ports Ir rescrv€d pendlng our wrl ttcn .pFrov. l .
Srnpl€3 vr{lI bc dl3po!.d ot.lt!r ta3tlnE ls cdrFl.ted unlos3 othcr arringdncnt3 lre .grG6d to ln wrltlng,
A tt|e|t|blr of th€ EI! group ol com9!ni..
CHEN-NORTHERN, INC.
CONSULTIT{G ENGTT{EERS AHD SCIETIIISTS
REPORT OF FIELD NUCLEAR DENSITY TESTING
As a ltr.tual protactlon to cllcnts, th. publlc and ourselveEr all r.ports .r.3otrn'lttad as th€ contldentlal pioperty of o|rr cllontir
ind authorlz6tlon for publlcrtlon of statdEntr conclusior3 or axtrtcta lrom or rcgardll1g our rcport3 ls rarervcd pendlng our ||rlttan
.pprovll. Sampl€3 wlll bc dispoBcd of lft€r testlng ls complet.d unl€as othar. arrrng€m.nt6 .re agr€€d to ln l{ritlng.
A ft€mb.r of th€ E!! grou! of companles
T0: l4ECl,l Enterprises J08 il0. 4 178 93-3 DATE: 1l-23-93Attn: Eustasuio Cortlna
P.0. 8ox 3149Vail, C0 81658-3149 . DAILY REP0RT l{0. 25 SHEET 2 0F 2
PR0JECT: Ltftside Building, East of llesthaven Drive and l,lestin Hotei, South Frontage Road llest, VaiI, Coiorado,
SPECIFICATIOI{ COiIPACTIOI{ & I.IAIERIAL
llllill.{Ul'{ REQUIRED II{-PLACE DE]{SITY: 95% AS OETERI{Ii{ED BY: ASTII D-698
COi{STRUCTION C0IITRACTOR: Stan }til'lec, lnc. TEST L0CATI0f{S UERE SELECIED BY: Chen-llorthern
TYPE AI{D T{UI.I8ER OF EARTH I,IOVI I{G UI{ITs
TYPE AI{D IIUI1BER OF COI.IPACTIOII UI{ITS:
llETHoD 0F ADDII{G ll0lSTURE: l{/A
N/A
l{/A THICKIIESS 0F LIFT: Unknotrn
IIWBER 0F PASSES: As Requi red
TEST
0.
LOCAT]ON
DEPTH OR
ELEVAT IOI{
(FEET)
LABORATORY I FI :L!
P€RCEI{T
(RELAT IVE/
llAXIt-ltltl)
OBTAINED
SOIL TYPE
t{AX I[Ull
DRY
0Er{stTY
(pcf)
OPT I I.IUM
I.IO I STURE
CO TENT
('()
DRY
DEt.IS I TY
( PcF)
I.IO I ST URE
CO}ITENT
(%)
7
I
6ri d Li nes
29.5 @ K
Grid Lines
230P
Fi ni shed
Grade
Fi ni shed
Grade
L2! .8
121.8
11.5 116. 3
117.1
1U.5
tt n
95
96
Sandy Gravel ly CI ay
Sandy Gravelly Clay
FULL TIIIE 0BSERVATI0I{ X PART TIIIE 0ESERVATI0I'|
THIS REPORT PRESET{TS OPI}IIONS FORHEO AS A RESULT OF OT.IR OBSERVATTd{5 OF FILL PLACE}IETIT. TIE I{AV€ R€LIED ON THg CO'ITRACTOR TO
mNTII{UE APPLYING IHE RECOI|46NDED cd,lpAcflvE EFFoRT ANo tt€ISTt RE TO FILL OURIIIG T}lE TIMES lrllEN oue oBS€nvER IS M)T ossERvIa{G
OPERATIONS. TESTS ARE MAOE OF THE FILI OI.ILY AS EELIEVED NECESSARY TO CALIERATE OUR OSSERVER'S JUO6EI.IEI{T. TEST DATA ARE iOI
THE SOLE EASIS FOR OPINIONS ON I,HETHER TH6 FILL }.{EETS SPECIFICATIONS.
THE I{UCLEAR DEI{SOI.IETER I'IETHOD OF TEST]IIG I'AS USED II{ SUBSTAI{TTAL ACCORDAT{CE I{ITH ASTI.I 02992 AI'IO D3017.
PRELIl.lItlARY oBSERVATIotIS AtlD/0R TEST RESULIS VERBALLY REP0RTED T0: Dave Schreiner
PR0GRESS REP0RT: Areas tested are being protected from freeze by "cure blanket"
Finished grade is covered by one foot of "pea gravel".
COPIES: R.A. t{el son & Associates, Inc.;J V A, Inc.; Gwatlmey Pratt Schultz;
Town of Vail;
Erian Scanlan Fred R. Caneron
FIETD OBSERVER APPROVED BY
CHEN-NORTHERN, INC.
COIISULI IIIG Et{GIIIEERS At{D SCIENTISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As a rnutu.l prot.€tlon to c1lent3, the publlc and o!r.l.lv.s, .ll r€porti arc sulm{tt€d a3 th. confldl.nt{.1 propcrty of
cllents. .nd !uthorlzrtlon lor publlcltlon of statqnants. Conclu3lons or attracts fron gr rag6rdlng our rcport3 ls re3arvad
p€rdlng our writt€n .Fprov.l. Scnplc3 |{lll b. dlipored of.ftor t..tfng l. coGplctcd unl.Es oth.r aricngdn ntt agr..d to
ln wrltlng.
A menb€r ;t th€ EI! grosp of cotnp.nl.3 For|tr o. ct4Ell3A 6/91
T0: MECI'I €nterprises JOS ilO. 4 178 93-3 OATE: 11-10-93Attn: Eustaquio Cort l na
P.0. 8ox 3ltl9 SHEET 1 0F 2
Vai'l , C0 81658-3149
PR0JECT: Liftside Euilding, east of Vesthaven Drlve and Uestin Hotel , South Frontage Road llest, Vail, Colo.
PLACtlllEl{T L0CATI0I{: lfal I s.
BATCH TICKEI I t{F0RtlAT I01{ SUPPLIER: yestern llobile
TRUCK t{0. 97 TICKET 1{0. 0l-0453 tlIX oEStGl{ t{0. 44
TIIfE BATCHE0: l?:12 Pll TII'IE ARRMD: 12:30 PM TIIIE PLACED:12:45 Plt-CU. YD. LOAD,/ACCU||: 28
FIELD TESTII{G I I,|FORI'IAT IOI{ SAI{PLE TEMP:. 52 "7 ATR TEI,IP: 40 OF
TIl.lE TEST TAKET{: SLUlrlP: 4 l/4 t . AIR COi{TENT: 4.8X '}rET UI{IT |{EI6HT: ---
J08 SPECIFICATI0I{S: SLUltlP: llax.4 It{. AIR CONTEIIT: 4-8X ITATER ADDED AT SITE --- GAL.
CYL] OER I }IFORI.IATION
t{0. 0F CYLIflDERS: 6 CYLIT'IDER SIZE: 6"x 12" TIl,lE CYLIT{DERS CAST: 1:00 Pl,l IIHERE CAST: 0n-Site
CURTI{6 IIIFORI'IATION
Il{ITiAL CURE: 48 hours 0n-Site
DATE RECEIVED AT LAB: ll-12-93
FIELD STORAGE FACILITIES:
BY: Sandi R. Cody MI l{/l,lAx
A6E
DAYS
DATE
TESTEO
TOTAL LOAD
(rBS)
DIAHETER
( lr{cHEs)
AREA
(SQ IN)
COMP. STR.
(Psr )
TYPE OF
FRACTURE
CYLIHDER
llEI6HT
(LBS)
CYL I]IOER
UIIIT I{E IGHT
( PcF)
7A
7A
28A
28A
Z8A
284
ll-l/-93
l1-17-93
12-8-93
l2-8-93
12 -8-93
12-8-93
106,000
110,500
140,000
l4l ,000
141 ,000
I'14.000
6. 08
6. 05
6. 08
6. 09
6.06
6.08
29. 03
28.75
29. 03
29. 13
?8.84
29.03
3650
3840
4820
4840
4890
4960
shear
shear
shear
shear
shear
shear
DESI6I{ STREI{GTH 4OOO PSI O 28 OAYS
TEST5 BY |-A80RAT0RY PtRsot{t{EL ARE IN ACC0RDAIICE yITH APPLICABLE ASTII iIETH0DS UIILESS 0THERIIISE i{0TED
sOI,IE II{FORI'IATIOI,I OF TEST REPORT I.IAY 8E PROVIDED 8Y OTHERS
REI'IARKS :
COPIES: R.A. l{e'lson & Associates, Inc
Town of Vail; llestern l,lobile;
J V A, Inc.; Gwatlrney Pratt Schultz Sandi R. Cody Bobby J. Hays
FIELD OESERVER APPROVEO 8Y
CHEN-NORTHERN, INC.
COIISULTIIIG EflGTilEERS AI{O SCIEI{TI STS
REPORT OF CONCRETE TEST CYLINDER DATA
A5 . |nlrtu.l protcctlon to cllcht6, tha lubllc qnd our3elvcsr .ll .cports are subm{ttcd .s the confldlentill propeity of
cllent3r and .rthor{zation foi pgbllcatlon of rt.tsr€'lts, Conclcslonr or extrrcts ft^dn or r'agardlag our r€ports ts resarvadp€ndlng oor wrltten epprov.l. Sampl.g wlll be dlsporad of rftar tcrtlng ls complet€d unteBs;thar irrangemtnts agr€€d to
A member ;f the E!! group of co|trprnt€s Fofln flo. CMElt3A 6/91
T0: l'lECtl Enterpri ses JOB ll0. 4 178 93-3 DATE: ll-10-93Attn: Eustaquio Corti na
P.0. Box 3149 SHEET 2 0F 2Vail, C0 81658-3149
PR0JECT: Liftside Building, east of lresthaven Drive and hlestl n Hotel , South Frontage Road Uest, Vail, Colo.
PLACEI.IEI{T LOCATION:ldal l s.
EATCH TICKET I}{FORI|ATIOI{ SUPPLIER: Uestern l,lobile
TRUCK l{0. 100 TICKET tio. 01-0465 ftIX DE5I6fl r{0. 44
TIiIE BATCH€0: 3:00 Pttl TIl,l€ ARRIV€0: 3:10 Pil TlllE PLACEO: 3:?0 P -CU. r0. LOAD/ACCUI|; 77
FIELD TESTIT{G I i{FORiIAT I OII SAI,IPLE TET.IP: 54 "F AIR TE}.IP: 45 "F
TII'IE TEST TAKEN: --- SLUI{P: 4 IN. AIR CONTENT: 4.2% lrET Ul{lT }JEI6HT: ---
JOB SPEC I FICATI0iIS: SLUiIP: llax.4 Il{. AIR C0NTE T: 4-8% IIATER ADDED AT SITE --- GAL.
CYLIIIOER I i{FORI,IAT I OI,|
l{0. 0F CYLII{DERS: 6 CYLII{DER SIZE: 6"x 12" TII4E CYLINDERS CAST: 3:30 Pll t'lllERE CAST: 0n-5ite
CURIITG ] IIFORI.IATI OiI
INiTIAL CURE: 48 hours
DATE RECEIVEO AT LA8:
0n-Sl te
1t - l2-93
FiELO STORAGE FACIL IT IES:
BY: Sandl R. Cody t'l|I tlltlAx
46E
DAYS
OATE
T EST EO
TOTAL LOAD
( L8S)
DIAIiIETER
( I NCHES )
AREA
(sQ rr{)
cofiP.sTR .
(Psr )
IYPI OF
FRACTURE
CYL II{DER
VE I6HT
(L8S)
CYL I I{DER
UI{IT I{FIGHT
(PCF)
7B
7B
288
288
288
288
11-17-93
11-17-93
1Z-8-93
l2-8-93
12-8-93
l2-8-93
99,500
101,500
133,000
126,500
140,000
129 .000
5.98
5.98
5.99
6.02
6.08
5.99
?8.09
28.09
28.18
?8.46
29.03
28. l8
3 540
3610
47 ?0
4440
4820
4580
shear
shear
shear
shear
snear
shear
DESIGII STREI{GTH 4000 PSI @ 28 DAYS
TESTS BY TABORATORY PERSOI{IIEL ARE II{ ACCOROAI{CE IIITH APPLICABLE ASTI.I MEIHODS UNLESS OTHERIiIISE NOTED
SOME I]{FORTIATIOI{ OF TEST REPORT HAY 8E PROVIDED BY OTHERS
REI,IARKS:
COPIE5: R.A. l,lelson & Associates, Inc.;
Town of Vail; trlestern llobile;
J V A, Inc.; cwatlmey Pratt Schultz;Sandi R. Cody Bobby J. Hays
FIETD OESERVER APPROVID BY
'tI o
CHEN-NORTHERN, INC.
COI{sULT IIIG EIIGIITEERS AI{D SCIEITT]ST5
REPORT OF CONCRETE TEST CYLINDER DATA
As ! mutul] pt-otection to clreht3, th. pubttc rnd ourselvcs, all r'Gportt .re 3ubnlttad rt th. confldlcntl.l properiy of
ctlanti, and {uthor{zation tor p{bilcdt{on ot stlta|nanar. Concluslons or extiacta trqt or rcgrrdlno our relart3 l5 r'serv'd
pendtrg our wrtttan rpprovrl. s.mples vr{lt bG dJ3pored ot .ttri-[iiii.i ts"i;dFictea qniess 6thc. iffrngcnrints careed to
i"#il;"3i th€ !I! sroup ol companlc, Forn No' cMEll3A 5/s1
T0: HECtt Enterprises J08 f{0' 4 1.78 93-3 OATE: 12-3-93
Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0t 2
Vail. C0 81658-3149
PR0JECT: Liftside Building, east of llesthaven Drjve and llestin Hotel , South Frontage Road t/est, Vail, Colo.
PLACEI'{EIIT LOCATI0}|: Grid Llnes P-5, L through Q to elevation 80.0'.
BAICH IICKET INFORllATr0il SUPPLIER: l{estern l'lobi I e
TRUCK tio. 150 TICKET tlo. 010717 l'l!x DESISH ll0. 39
TIME BATCHED: 9;?7 At{ TIIIE ARRIVEO: 9:41 Al{ TIIiE PLACED: 9:43 Alt-CU ' YD. L0AD/ACCW: 7/21
FIELO TESTItI6 I }IFORHATIOI{
TII.{E TEST TAKE}lr 9:48 AH
JOB SPECIF I CATIOI{S:
SLIJI{P:11/Z It'I.
SLUHP: 4 IN.
SAIIPLE TEI,IP:
AIR COllTEl'lT: 5.0X
AIR COIIIENT: X
55'F AIR TEIIP: 23 T
IJET UI{IT l{EIGHT: 143.8
I{ATER ADDED AT SITE 4 6AI..
CYL I NOER I ITFORIIATIOI{
N0. 0F CYLINDERS: 6 CYLII{D€R SIZE: 6"x 12" TIME CYLIT{0ERS CAST: 9:52 Alt IIHERE CAST: on-site
CUR II{6 II{FORUATIOT{
Ii{ITIAL CURE: 0n-Si te
0ATE RtCtlVEo AT LAB: 12-6-93
FlELO SIORAST FAC It ITI ES
BY: l'lark Jensen
Heated
l,rrN/r.rAx
Jobsi te Trai ler.
70173 degrees F.
AGE
DAYS
DATE
TESTED
TOTAL LOAD
(LBs )
D I AtlETER
( IilCHES )
AREA
(sq I[)
coilP.5TR.
(Psi)
TYPE OF
FRACTURE
CYL iI{DER
t.IEIGHI
(LBs )
CYL IIIDER
UIIIT lIEIGHT
(PcF)
7A
284
28A
284
284
H
H
12-10-93
12-10-93
12-31-93
l2-31-93
l2-31-93
t 2-31-93
130,500
135,000
6.08
6.0s
23.03
28.75
4490
4700
coni cal
con/shear
DES]CII STREI{CTH 45OO PsI G 28 OAYS
TESIS 8Y LAEORATORY PERSOI{I{EL ARE III ACCOROAIICE UITH APPLICABLE ASIiI I'IETHOOS UIILESS OTHERTIISE }IOTE[)
SOIIE I I{ FORI,{ATI OI{ OF TEST REPORT IIAY B€ PROVIOEO BY OTHERS
REI,IARKS 116 non-cloride accel erator
Job specifi6ation for thi s
$as
wal I
added to mix.
4000pou.ls psi
CoPIES: R.A, lie.lson & Associates, Inc
Town of Vail; Uestern l.lobile;
J V A, Inc,; Gwathrey Pratt Schultz Erian Scanlan BobbY J. tlaYs
FIETO OBSERVER APPROVEO BY
CHEN.NORTHERN, INC.
coflsulTll,lc Elt6l llEERs All0 scI {TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
A5 a nuturl rrot€ction to cllcnti, th€ publlc .nd ourselve3. .ll raports !r€ sutttritted.s the contidlanttal proparty of
cl{ants, and authorlzatlor foF publlcrtlon of stater|cnts. Concluslon! or €ttf.ct5 fron or rcE.rding our report3 ls r.5€rv€d
pendlng our wiltt€n lpproval. Srmples tdtIl be dlsFo3€d of 4ftcr tGsttng Js cornplGted Inl633 other arr.lngcm€nts .9re.d to
ln rf ltlng,r'nriinuin ir the !lt! grouF of cor''p!n|.3 Forfl flo. ct'lEl l3A 6/91
T0: l.tECll Enterpri ses JOB l{0. 4 U8 93-3 DATE: t?-3-93
Attn: Eustaqu io Corti na
P.0. 8ox 3149 SHEET 2 0F 2
Vall, C0 81658-3149
PRoJECT: Ltftstde Building, east of Uesthaven Drive and Llestin Hotel , South Frontage Road t'lest, Vail' Colo.
PLACTI'IEI{T LOCAT I OI{ :Grid Llnes P-5, L through Q to elevation 80.0'
EATCH TICKEI II,IFORTIAT IOII
TRUCK r{0. 151
TIl,lE EATCHEO: 1l:02 All
TICKET N0. 010724
TI[{E ARRIVEO: 1l: 15 AM
SUPPLIER: llestern i.lobl I e
HIX D€SIGll ll0. 39
TIt'fE PLACEo:1l:50 Al'l-cu 'YD' L0AD/ACCUIi|: 7156
FIELD TESTIIIG IIIFORI'IAT I OtI SA}IPLE TEIIP: 57 .F AIR TEiIP: 33 "F
T II.{E TEST TAKETI I 1I:55 AIl SLIJITIP: 3 III. ATR CO['ITEI{I: 5.27 }TET UI{II TJEIGHT; i43,6
JOB SPECIFICATI0IiS: SLUI'IP: 4 It{. AIR COI{TEI{T: 4-82 UAIER ADOED AT SITE 5 GAL.
CYL II{DER I IIFORI,IATTOI{
l{0. 0F CYIIIiDERS: 6 CYLIT{DER SIZE: 6"x 12" TttlE CYtil{DERS CASI: 12:00 l{oon.tlHERE CASI: 0n-Site
CURI I{G I IIFORI.{AT I OI{
II{ITIAL CURE: On-Site FTELO STORAGT FACILITIES: HEated JObSitE TTAi.}ET
0ATE RECEIVED AT LA8: 12-6-93 BY: l'lark Jensen UIti/l{AX
ACE
OAYS
OATE
TESTEO
TOTAL LOAD
(L8s)
DI AI'IETER
( r ilcHE5 )
AREA
tsQ Ir{)
COHP.sTR.
(PSI )
TYPT OF
FRACTURE
CYLIT{DER
I{E I GHT
(rBs )
CYL II{DER
UI{IT I./E IGHT
(PcF)
7B
7B
?89
?86
288 H
288 H
12-10-93
l2- 10-93
r2-31-93
12-31-93
12-31-93
t 2-31 -93
130, 500
130,500
6.04
5.98
28.65
28.09
4550
4650
col umnar
col umnar
DESIGI{ STRET{GTH 4500 PSI G 2S 0AYS
IESTS 8Y LABORATORY P[RSgItflEt ARE I}I ACCORDAIICE UITH APPLICABLE AST I{ETHOD5 UNLESS O1HERIJISE T{OIED
SOI.I! I RFORI.IAT I OI,t OF TEST REPORT I'IIAY BE PROV]DED BY OTHERS
REI.IARKS:11 non cloride accelerator was added to mix.
Job specification for this wal'l pour is 4000 psi.
COPIES: R,A. l{elson & Associates, Inc
Town of Vai l ; t{estern l,lobi le;
J V A, Inc.; Gvathney Pratt Schultz Brian Scanlan Bobby J. HaYs
FIELD OBSERVER APPROVED BY
CHEN-NORTHERN, INC.
cofisljtT rt{G ExGtxEERs AID SCIEIITSTS
REPORT OF CONSTRUCTION ACTIVITIES
T0: t{ECi{ Enterprises JOB ll0. 4 178 93-3 DATE: ll-30-93Attn: Eustaquio Corti na
P.0. Box 3149Vail, C0 81658-3149 DAILY REP0RI t{0. ?6 SH€ET 10F 1
PR0JECI: L'lftside Building east of tJe6thaven Drive and ttlesti n ftotel, South Frontage Road l{est, Vail, Colorado,
VEATHER COI{OI IIOI{S AI{D TEI.IPERATURE
COI{TRACTOR'S CONSTRIJCTIOI{ ACTIVITIES
PERSOI{IIEL:
I'IAJOR EQUIPllEltT:
ACTIVI TIES:
CHEN-IIORTHERII'S SITE ACTIVITIES
Concrete tests were performed on concrete poured in llall Line 7, L to U to elevation 280. Six
cyl inders rrere cast.
VSRBAL COI.|I.IUIIICATIOII I{ITH COHTRACTOR, ENGII{EER, ARCH1TECT, OU}IER
COPI[5: R.A. Nelson & Associates, Inc.
J V A, Inc.; Gwatlmey Pratt Schultz Town of Vai I ; I
I
Sandi R. Cody
FIELO OBSERVER
Fred R. Cameron
APPROYED BY
As e mutual prot€ctlon to cllant3, th€ publlc.nd ourr€lvea, atl r.port3 ara submltted !3 the co-nfidcrtl.l. FioPcrty of .o_-rrillantt' and
iiti"iiiiii"i'iJr;i,'bii.;.t;;;; stat.m.;t. conclus'rons or extrecti fr"'r oi i.is.iatng our ieports l. r€sorved icnilnE-our Ht ltt.n .ppPor.I 'S$tplcs wlll bc dilpo6ed ot rftcr t€stlng l3 complGted unl.53 oth€r rrrrngdn€nt3.r. lgraad to ln tl9rltlr5,
A hemher of the SI! sroup of contpdn le3
CHEN-NORTHERN, INC.
coftsulTmG EltGIllEERs AllD sclEflT t sTs
REPORT OF CONSTRUCTION ACTIVITIES
T0: l'lEclil tnterDrises JoB t{0. 4 178 93-3 oATE: 12-3-93
Attn: Eustaqulo Cortina
P.0. Box 3149Vail, C0 81658-3149 DAILY REP0RT ll0. 27 SIIEET l0F I
PRoJECT: Liftslde Building east of llesthaven Drive and Uestin Hotel , South Frontage Boad l,lest, Vail, Colorado.
I{EATHER C0I{DITI0]{S Al{0 TEI,IPERATWE: Cl oudy - Llght Snow - 20 degrees F.
COI{TRACTOR'S COI{5TRUCTIOil ACTIVITIES
PERSONIIEL:
tlAJ0R EQUIPlltt'lT: 100' Concrete Pump, llheel Earrows, Vibrators, Finishing Tools.
ACTIVITIES: Contractor poured 6rid Llnes P'5, Lines L through Q to top 80.0', leveli
course at Stalr Llne A-2.
CHEN-I{ORIHERiI'S SITE ACTIVITIES
Ue sarnpl ed concrete and tested for slump, air content, unit weight and temperature. Ve cast
two sets of 6" x 12" test cylinders.
VERBAL CO}.II,IUI{ I CAT IOI{
David Schrei ner
IdITH CONTRACTOR, TI{GI]{EER, ARCHI TECT,
was i nforrned of on-site test results.
OUIIER
COP IES:
J V A,
R.A, llelson & Associates, Inc.Inc.; Gwathmey Pratt Schul tz Town of Vai i ; I
I
Brian Scanl an
rIELD OSSERVER
Fred R. Car*eron
APPROVED BY
As ! huturl protcctlon to cll.rt., th. publlc rnd o.sr3.lv.., r'll report3 rre submlttEd 6s the confld€ntlal propGrty of our cllGnts' tnd
authorlz.t.ton for D'bltcatton of stst.ncnt. conclu.tons or "xtri.ti frorn- bf regerdtng our rrports--fi riiirv"a ["nit"g-our xrlttcn approval'
siiiiii-iiii'lf uiipo.la oi aiier ierttng ts coripl€t€d unl.ss oth€r .rr.ngdnent3 are rsre€d to ln writing'
A m€mber of th€ EI! group of companlcs
CHEN.NORTHERN, INC.
coflsutTI[G EIGIITEERS AllD SCIEITISTS
REPORT OF CONSTRUCTION ACTIVITIES
TO:HECH Enterpri ses
Attn: Eustaquio Cortl na
P.0. 8ox 3149Vail. C0 81658-3149
JOB
OAILY
l{0 .rIg 93-3 DATE: 12-5-93
REPORT ilo.28 SHEET OF
PR0JECT: Llftside Building east of Hesthaven Drlve and Uestin Hotel , South Frontage Road ljest, Vail, Colonado.
I{EAIHER COl{DlTI0l{S Al{D TEI{PERATURE: Pantly Cloudy - 30 degrees F.
COI{TRACTOR'S COI{STRUCTIOI{ ACTIVTTIES
PERSONI{EL:
iIAJOR EQU]PI.IEI{T:
ACTIVITIES:
C HE I{.I{ OR THE R I'I ' S SITE ACTIVITTES
lle picked up tvo sets of cylinders cast on Oecsnber
Gl enwood Springs I aboratory fon stDrage and testing.
1993 and transported then t0 the
VERBAL COIII.IUIIICATIOI{ VITH CONTMCTOR, EI{GI IiEER, ARCHITECT, O}'IIER
C0PIES: R.A.
J V A, Inc, ;
l{el son & Associates, Inc.
Gwattilney Pratt Schultz Town of Vatl;l
I
Erian Scanl an
FIELD OBSERVER
Fred R. Caneron
APPROVED BY
As I cstsrl FFotactl or1 to ellent3r thr publtc rhd our.selv.t, dll r.port3 !r'€ subiltt€d !. the contldantlrl propsrty of ou_r.cllantt' 'nd,uthort:.tloh for rubttc.tloh ot itrtdncnt. concrustons o" elrricti irorn or regaratng our"cp""tjii rciiiv-a ie"itl"g-or"wrltt.n.pproval'
a;fii;;-iiii tc aispo;ed of.ftcr t.3ttng l3 conslet€d ur'1c33 othcr" arrangement: .rG agr.6d to in qrltlr|g.
A flamber of the !!! group ot cornprnlr3
CHEN-NORTflERN, INC.
COIISULI I IIG EI{GIIIEERS AIID SCIEIIIISTS
REPORT OF CONSTRUCfION ACTTVITIES
TO: Eclil Ehterprises Jots N0. 4 178 93-3 DATE: 12-6-93Attn: Eustaquio Cort ina
P.0, 8ox 3149
Vait, ff 81658-5149 DAILY REPoRT llo. ZgA SI{EET 1 Of I
PRoJECT: Liftside Buil,ding east of l.lesth6ven orive ard tlestin flotel, South Frontage Road llest, vait, cotora&.
Attn: Eustaquio Cort ina
P.0, 8ox 3149
Vait, ff 81658-5149 DAILY REPoRT llo. ZgA SI{EET 1 Of I
PRoJECT: Liftside Buitding east of l.testh6ven orive ard tlestin flotel, South Frontage Road llest, vait, cotorado.
REPORT OF STRUCTURAL SIEEL
The A 325 bolts and relds rere observed on txo levets that had bee'n connected prior to our visit.
Att ol the structural Helds on Levea 48' 6t 153'9" Here fourd to b€ acceptable betueen Grid Lines L
ard e, 21,5 and 31, The botts Here fourd to be scceptable (snug tight) exc€pt at the fotLoeing
tocati ons:
P-31 tooee bolts colum to beam and the anchor botts rcre nissing. O-25 toose botts bean to cotum.
L-22.9 to L-?4 u 14 x 22 beam to ernbed. 0-22.9 to 0-21.9. Beam to besm, 0-22.9 to 0-21.9 bedn to
coturn, L-22.8 beam to eflH, P,9-22.5 beam to cotun and a-21 .5 beam to beam.
on Levet 59' - Ott l64,3tt the botts Here acceptabte betreen Grid Lines L to o and 21.5 ard 31 ard the
nelds vere found to be acceptabte except at F-26, the u 14 xZZ beam to the rstl eflbed Has missing
a 5,t15rt Hetd on one side of the sheo tsb.
Att of the connections that did not meet the job specifications lrere marked rith Hhite pFint ard
the general contractor and subcontractor Here i nforned.
Attachmnts-
C0PIES: R.A. tletson & Associates, lnc.,Attn: llr. Rick Agate; IJ.v.A., Inc,; I
Grathmey Pratt schuttz; I 9:f_"tl^!:-.Hj:" l:3^*_c:g""onFTELO OASERVER APPROVED 8Y
A5 e mutudl protactlon to clterts, the publlc.r.t ourselv€3, all report. ar€ submlttcd.s thc contldantl.l Property of out" cllants. .nd
authorlz.tton foi publlcation of stltement. Conclusions or extrlets ironr or regardlng our t"6ports ls resarvad Pendlng our r{tlttsn.plrovrl'
Eirirptii *tlt be disposcd of efter testihg J3 cohpleted unless oth€r rrrrig.i.-nt5 .;e agr€Gd to in wrltlng.
A il€mber of the EM group of companics Fon'r |E. 4'@' e/rl
LZl07 /S.X 11:25 t^t,i:#"-,:::@oo:
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CHEN-NORTIiERN, rNC.
60 SULTIIG €ITGIIEERS AltD SCIEI|TISTS
REPORT OF CONSTRUCTION ACTIVITIES
TO: IEC EnteryrisesAtth: Eustaquio Cortin€
P.O. Box 3149
Vei l, Go 81558-3149
PRoJECT: Liftside Bui tding East of tlesthaven Drive ard ltesti
JoB lfo. 4 178 93-3 DATE: 12-8-93
DAILY REPOf,T IIO. 29 SXEET ' OF I
n $otet, South Fro,ntage Rotsd lleEt, vait, Colorsdo
The fittet retds rere visualty observed on colums and b€a|IB at Zimkor Fsbrication Ptant
the rclds *ere fornd to be acceptable and conforrned to the shop drarings.
See attached she€t-
Al, t of
CoPIES: R.A. l'lelson & Associates, Inc.. Attn: llr.
J V A, lnc.,' GHathmey Pratt schultz;
Toxn of Vait, Attn: i|I. Dan stanek;
Rick Agate;
I
I ctrarles Beckhafl tt
I FIEID OBSERVER
Fred R. Cs[€ron
APPROVED 8Y
As I tn{tqrl prot.ct{oh to cllcnt3, thG publlc and oursllvcr! rll r€porti .rc submltted as the confldentlrl property of our c!l.hta. altd
authorlr.tion foF publ{eat{on ot stitesent. Conclui'lons or axti.cts troo or rcgardlng our^ reportr {s ra3eiv€d pending our wrlttcn .pproval.s.nplct Hill b€ disposed of.ftcr tcatlhg It cofipl.ted unl.sr other.rrangem€nt3 .fc agreed to ln wrltlng.
A nsllb.r of th€ llg group of conpanlcr 86. ro. cn{ro2^./9l
12 / I $/S$,o''01 '^1,l::J,iii Cf,EN-N0trIffiftN
ll 3c3r*2632! EAs
Inspccliou" Inc.Uf,IXISOXIC TWOTT
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CHEN.NORTHERN, INC.
CO]{SUITING ENCI I'IEERs AI{D SCIEIiITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As ! mutu.l protectlon to cli.rtsr th€ publlc and ourselvesr all r€ports 6re submlttsd !s the conf{dlentlll property of
cllcnts, rnd iuthorlzetlon for Fubllcation ol statamehts. Concluslons or ertr.cts froft or regarding our taports is raserv€dpcnding our r,rltten rpprovnl. S.mpl€s wJll be disposed of rfter te3ting is conpl€t.d unless other .rr.ngemahts rgre€d toln rri t l nE,
A m+nb€r of the !I! group of conprnlos Fonn No. Cl,lElt3A 6/91
T0: l,lECll Enterprises JOB ilO. 4 178 93-3 DATE: 12-16-93Attn: Eustaquio Cort i na
P.0. Box 3149 SHTET I 0F IVail, C0 81658-3149
PR0JECT: Liftside Building, east of Uesthaven Drive and Vestin Hotel , South Frontage Road ldest, Vail, Co1o.
PLACEMEITT LOCAT ION:Slab; llest Side, Second Floor.
BATCH TICKET II{FORI.IATIOI{
TRUCK N0. 104
TIMI EATCHEO: 9:51 AH
TICKET t{0. 10843
Tl$E ARRIVED: l0:10 Al'l
SUPPLIER: Vestern l,lobi le
HIX oESICt'l 1{0. 44
TII4E PLACED:10:15 AH-CU. YD. L0AD/ACCUI'|:z8
FIEL0 TESTING I t{F0Rl4AT 10t{ SA|'IPLE TEI'IP: 58 "F AIR TE}IP: 37 'F
TIME TEST TAKEII: 10:25 Al,l SLUMP: 41/Z It{. AIR C0NTENT: s.4X vET Ul{lT IJEI6HT: ---
JOB SPECIFTCATIONS: SLUHP: IN. AIR C0l{TEl{T; X YATER ADOED AT SITE 0 GAL.
CYL II'{OER I IIFORMAT IOI'I
li0. 0F CYLINDERS: 6 CYLII{DIR SIZE: 6"x 12" T If,lE CYtItl0tRS CAST: 10:35 Atl TJHERE CAST: 0n-Slte
CIIRING IIIFORHATION
Il{ITIAL CURE: 24 hours 0n-Site
DATE RECEMD AT LAB: 12-17-93
FIELO SIORAGE FACILITIES: Insulated 8ox
BY: oan NeiII II{/flAX
AGE
DAYS
DATE
TESTED
TOTAL LOAD
(LBS )
D IAMETER
( TNCHES)
AREA
(sQ IN)
cor'{P . sTR .
(PSr )
TYPE OF
FRACTURE
CYL i]IDER
!,EIGHT
(LBS )
CYL I1{DER
U}IIT UEIGHT
(PCF)
7
7
ao
ao
28H
12-U 3-93
!2-23-93
72,500
73 ,500
5.98
s.98
?8.09
28.09
?580
26?0
shear
sh€ar
DESiGI{ STRENGTH 4OOO PSI G 28 OAYS
TESTS 8Y LABORATORY P€RSONI.IEI ARE III ACCORDAIICE UITH APPI]CABLE ASTH METHODS UI{LESs OTHERUISE NOTED
SOI.IE INFORMATION OF TEST REPORT },IAY BE PROVIDED 8Y OTHERS
REMARKS:
COPIES: R.A, l,lel son & Associates, Inc.;
Town of Vai I ; l,lestern Mobi 1 e;
J V A, lno.; Gwatirmy Pnatt Schultz;Dan lleill Bobby J. Hays
FIELD OESERVER APPROVED 8Y
cttEN-NoRTItERN, rNC.
CONSULT IIIG EIIGITIEERS AIID SCIE TISIS
REPORB OF CONSTRUCTTON ACTTVITTES
TO3 trtEctl Enterprises JoB lto. 4 l7g 9l-3 DATE: 1-4-94Attnr ErBtaqii o Cortina
P.O. Box 5149
vait co 81658-3149 DAtLy REPORT Io. 32 SilEET I oF 1
PROJECT: Liftside Vai L
Tenperature at 10:00am 10"F
The shear studs rene acousticat ly tested betreen grid tines 22.5 - 31 and F - S at etevation69'6tt/74'9tt- Att of the studs, Hhen struck rith a hamEr, Here foltni to be acceptable. Thre€ studg
Tere bent 15" ard are acceptabte.
The fitlet Helds on the co ltrrn to cotlr|n connections at elevation 74r9s + betrreen grid tines 23 -
.51 and [ - R Here vistrat ty observed ard rere found to be acceptabte except three colrms on line27. The relds were less than the 1l4x as specified on zinnonrs draxing. Thes€ cotumF rere marked(x).
The boLts that nere found loose on K line at 25.5 & 26 d.ring our visit on 12-?2-95 have been
tightened 8nd the xetds on L line b€txeen 22.9 and 24 have been te{ded futt tength. Alt of these
corrections are acceptabte,
PRoGRESS REPORT The General contractor ard the erection cret| Here inforned of ny observat i ons.
COPI ES:
R.A- [etson & Asso. - Attn: Rick Agate
J.V.A. Inc.
GHathmey Pratt schul tz
Iom of Vait - Atth: Dan Stanek
Darrel I lluss
ITELD OBSERVER
Fred R. Cameron
APPROVED BY
As rl mutlal protcction to cll.ntsr th€ p'rhltc rnd our.rclvcr, all yeFortt are 3ubrnJitad as th! co[fldentirl prop.rty ol ost cll.nt3, lndauthorlzrtlon lor publicrtlon of 3titam€nt. Cohclu!lon3 or extracts trom or r€grrdlng oul. report! l3 icaaived pondJng our iritt.n .ppr-oval.Sttnplci wlll ba dlsposed of after t63tlrg ts corhpl€tcd unl.3s othtt. .rrAngetn€nts lFe agreed to ln ytrlt{ng.
A ilctDDer of th€ !I4 group of comp.nl.s r.ri E. cnEron^ i./er
CHEN.NORTHERN,
coilsutT rlrc Et{c rEERs Al{D
REPORT OF EXCAVATION
INC.
scr EIT lsTs
OBSERVATTON
TO: ilECll Enterprises JOB 0. 4 178 93-5 DATE: 1-5-94Attn: Eustaqui o Cortina
P.O, Box 3i49vail co 81658-3149 DAILY REPORT NO- 33 SBEET 1 oF t
PROJECT: Liftside Bui lding, Vait,
Since our last visit, contractor had excavated area behird proposd srJirming pool at tines V - tl
& 9 - 12. This area had traetured bedrock & fines ard other debris had been renpvd. Contractofis going to place concrete as a leveting course on this rock.
coPtEs:
R.A. lletson & Asso. - Attn: Rick Aate
J.V.A. tnc.
Grrathmey Pratt Schul tz
As r mutual protictlon tc cll.nts, th. publlc and ourlolv.s, .ll rBports !r. Blbnltted a3 the conf{d6rtlal Propcrtja ot our cllenit, .nd
authorlzation for public.tlon of st.tdncnt. Concluslor|s Dr.rtracts frorn or r€g.rding our report3 i3 rer€rved Pandlng out'r.!.ltten rpproval,
S$Dpl€s Hlll bG dlsposed ol .ftar ta3tlng ls conpleted unl.s3 other rr.!n9€m6nt3.rc.gr.ed to in wrltlng,
A ne,nbar of thc E!! group ot cornprnier rmr . c'cr@.6/er
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:1; : mAS fnspect ion, Inc,- :SBBE Stapleton Drive
,., lsenverr C0 ACt?16
N. S3O5 FIELD
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Custsner # 854595 '
f,ugtbrner'CHEN-N0ETHERN,
Repart te:.
ULTRASONIC
2?.'B.181..1992
??.F,181-1992
ZIHKNR
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CHEN-NOHTHERN, INC.
COI{SULTII{6 ENGII,IEERS AI{O 5C I EI{TJ 5TS
REPORT OF CONCRETE TEST CYLINDER DATA
As r utqal protaction to cllonts, th. psbllc rnd oursGly.rr !ll reForts arc subt$lttcd !a th€ confldi€ntirl PioPerty of
cllantS, lnd cuthorlzqtlon for Dqbllcrtlo$ of etrte||lenti. Con.lu3ions or'ar(trlcts fro|n or regrrdlng our F€ports l3 ras€rvcd
p€ndlng our w.ltten lpprov.l. S.npl€s {lll be dlsposad of after tGsting la codplcted unlcss oth€r .rrang€m.nts rgt\.ao to
n nt"rntcr'6f the !l! group of co.tp.nics Form Ho. ct'lE113A 6/91
T0: t{ECli Enterprises JOB t{0. 4 178 93-3 DATE: 12-9-93
Attn: Eustaquio Cortinap.0. Box 3149 SHEET I 0F I
Vail, C0 81650-3149
PR0JECT: Liftside Building, east of \lesthaven Dnive and Uestin Hotel, South Frontage Road llest, Vai'l , Colo.
PLACEI{EI{T LOCATIOI{ :fast Slab.
BATCH TiCKET I t'lF0RitAT I0t{ SUPPLIER: Uestern l'lobile
TRUCK tto. lO2 TICKET 0. 10760 lllx DESIGI1 N0. 44
TIlrtE BATCIIED: 7:45 At'l TIIIE ARRIVED: 8:00 Al{ TI}"IE PLACED: 8:15 A}I-CU. YD. L0AD/ACCU|||: 2A
FIELD TESTIIIG I]{FORI.IAT IOI{
TIUE TEST TAKEI{: B:20 Afl
JOB SPECIFICAT IOI{5:
SLUMP
sLul,lP
4 t/4 IN.
IH.
SA}IPLE TEMP:
AIR C0NTENT: 5.4%
AIR C0HTENT: Y.
65 "F AIR TEMP: 38 oF
t+tET Ul,lIT IJE IGHT:
I,IATER AOOED AT SITE -- GAL.
CYL I NDER I XFORI.IATTO}I
t{0. 0F CYLII{DERS: 6 CYLIiIDER SIZE: 6"x 12" T Il.lE CYLIN0ERS CAST: 8:35 Alt $HERE CAST: on-Site
CURIITG I]IFORUATIOI{
IiIITIAL CURE: 24 hours
DATE RECEIVED AT LAB:
on-St te
tz-10-93
FIELD STORAGE FACIL IT I ES:
BY: Dan l{eil l tl I t'llttlAx
A6E
DAYS
DATE
TESTED
TOTAL LOAD
(LBS )
D IAIIETER
(rxcHEs)
AREA
(sq Iil)
COMP. STR.
(PSr )
TYPE OF
FRACTURE
CYLl !IDER
l'fE IGHT
(LBS)
CYt I I'IDER
UI{]T I'EIGHT
(PCF)
7
?8
28
28
28
12- 16-93
12-16-93
l-6-94
l-6-94
1-6-94
1-6-94
ll t ,500
112,500
1..f7,000
14?,500
r50,500
t35.000
6.0/
6.08
4 0a
5.98
6. 06
6.07
28.94
29.03
28. 09
28.09
28.84
28.94
3850
3870
c4JU
5070
5??0
4670
shea r
shear
snear
snear
con/shear
DE5161{ STREI{6TH 4000 PSI a 28 DAYS
TESTS BY TABORATORY PIRSOi{I{EL ARE lII ACCOROAIICE IIITH APPL1CABLT ASTTT ilETHOOS UIILESS OTHERIIISE NOTED
SOfiIE IilFOR},IATIOI{ OF TEST REPORT I,IAY 8E PROVIDED 8Y OTHERS
REIIARKS:
COPIES: R.A. l{el son & Associates, Inc.;
Town of Vai I ; llestern ilobi I e;
J V A, Inc.; Gnattney Pratt Schultz;Dan lleill Bobby J. HaYs
FIELD OBSERVER APPROVED BY
I
CHEN.NORTHERN, INC.
COIISULTI t,IG EII6I}IEERS A]{D SCIEI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
A3 a nstu.l prot€ctlon to cllent!t th€ publlc and ouFsslves, all r€ports ar. submittld rs the conlldl.ntlrl propcrty ol
cllentsr and authorlzltlon for publlcet'lon of stat.nEnts. Concluslont or €xtrrcts frorn or regridirg our raport3 l9 rasarvcq
pcndlttg our nrltten .pproval. Santl€r *lll b. dlcpos€d of.ft.t testlnlt l3 conpl€ted unlcss other lrrrngem€nts rgrc€.| toln |{rl t i ng.A me|||baF of th. !l! group of comp.nl€s Fonn t{o. ct'lElt3A 6/91
T0: f{ECl,l Enterprises JOB ll0. 4 178 93-3 OATE: 12-14-93Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F 2Vail, C0 81658-3149
PROJECT: Liftside guilding, east of Uesthaven Drive and l,lestl n Hotel , South Frontage.Road t{est, Vail, Colo.
PLACEIIEI{T L0CATIOI{: Elevator Ual I s.
EATCH TICKET I}|F0RMATIOi{ SUPPLIER: llestern l.lobi I e
TRUCK l{0. 150 TICKET 0. 10803 IX DESI6]{ lt0. 39
TIl,lE BATCHED: 9:28 AI{ TIIIE ARRIVED: 9:50 Ail TIl,lE PLACEDT l0:00 AllCU. YD. L0AO/ACCUII: 63
FIELD TESTII'IG I|{F0RMAII0i{ SA}1PLE TE}IP: 58 'F AIR TEMP: 38 T
TIME TEST TAKEII: 10:10 AM SLUl.lP: 4 ltl. AIR C0llTEllT: 5.4% lJtT UNIT llElGHT:
J08 SPECIFICATI0T{S: SLUHP: Il.l. AlR COt{IEtlT: % ITATER ADDED AT SITE 0 GAL.
CYLII{DER I I{FORIiIAT ION
1{0. 0F CYLII{DERS: 5 CYLII{DER SIZE: 6"x 1Z' TIl.lE CYLINDERS CAST: 10:20 A}l I{HERE CAST: 0n-Site
CURIIIG II{FORI.IATION
I l{ I TIAL CURE: Field Cure
DATE RECEIVED AT LAB:
FiELO
BY:
STORAGE FACILITIES: Hot Box
il I t{/flAx
AGE
DAY S
DAT E
TESTED
TOTAL LOAD
(L8s)
OIAI.IETER
( I NCHES )
AREA
(sQ ll{}
COHP. STR .
(Psr )
TYPE OF
FRACTURE
CYL I1{DER
UEIGHT
(LBs )
CYLINDER
UI{IT l.,EIGHT
7A
284
284
28A
28H
12-21-94
1?-21-93
l-u-94
1- 11-94
1- 11-94
1- I 1-94
138,000
143,000
180,000
166,000
168 ,000
176.500
6.03
6 .08
6.07
5.98
5.98
5.98
40. JO
29.03
e8.94
28.09
28.09
28.09
4830
4930
62?0
59i0
5980
6280
con/spl i t
snear
con/spl i t
con/sp l i t
con/spl i t
con/spl i t
DESI6N STREI{GTH 4OOO PSI O 28 DAYS
TESTS BY LABORATORY PERSOIiIIEL ARE I1{ ACCORDAI{CE TIITH APFLICABLE ASTI{ i,{ETHODS UIILESS OTHERI,TISE NOTED
SOI,IS ]I{FORMATION ()F TEST REPORT I,|AY BE PROVIOED 8Y OTHERS
REMARKS :
COPIES: R.A. llel son & Assoclates, !nc
Tonn of Vail; l,lestern llobile;
J V A, Inc.; Gwattnney Pratt Schultz Dan Neill Bobby J. Hays
FIELD OBSERVER APPROVED 8Y
CHEN-NORTHERN, INC.
CONSULTII{G EI{GI I{EERS AND SCIEIITISTS
REPORT OF CONCHETE TEST CYLINDER DATA
As . mutu.l protectlon to clients, th€ public rnd ou.selv.st all r€portr ara 3ubmitted !3 the contidlertl.I Pl'op€rty ot
clf€nts, 6nd ruthorizltion tor public.tion ot atet.hentr. Conclu6loil3 of txtracts froh or ragfdlng oqr reDort! la reseFvcd
pandlng our rrltten lpprov.l. Sahplcs lilll ba dlsposed ot.fter t.stlng ls complct€d unl€93 other arrahgcments rgr€ed to
ln r{rltlr|g.
A ncr$bcr ot the bl$ grouF of companlci Fonn No. CfiE113A 5/91
T0: MECI'I Enterprises JOB lt0, 4 178 93-3 DATE: 12-14-93Attn: Eustaquio Corti na
P.0. Box 3149 SHEET 2 0F 2Vail, C0 816s8-3149
PR0JECT: Liftside Building, east of Uesthaven 0rive and Vestln tlotel , South Frontage Road Uest, Vail, Colo,
PLACEI{EI{T L0CATI0t{: Elevator I'lal I s
BATCH TICKET T I{FORMATION
IRUCK t{0. 1s0
TI}IE BATCHED: lZ:52 Ptt
TICKET NO. 10811
TIIIE ARRIVE0: l:05 Plt.
SUPPLIER: lrestern l,lob il e
ilIX DES I6l{ ll0. 39
TII{E PLACED: l:10 Pl'l CU.YD.L0AD/ACCit{|56
FIELD TESTING t tlFORllAT 10N SA!,IPLE TEI'IP: 58 AIR IEI{P: 42 'F
IIl,lE TEST TAKEII: l:20 Pll SLUI,{P: 3 3/4 Il{. AIR COtlTEllT: 4.8* UET UltlT ITIEIGHT:
JOB SPECIFICATI0I'IS: SLUIIP: Il{. AIR COI{TEi{T: % VATER AODED AT SITE 0 6AL.
CYL]I{DER I I{FORI.IAI I OI{
t{0.. 0F CYLII{DERS: 6 CYLIIIDER SIZE: 6"x 12" TIl,lE CYLIIIDERS CAST: 1:30 Pl4 IIHERE CAST: On-Site
CURII{G I I'{ FORI,IAT I OI{
I1{I TIAL CURE: 24 hours
DATE RECEIVEO AT LAB :
0n-S i te F1€LD SToRAGE FACILITIES: Trai I erBY: tlll{/llAx
AGE
DAYS
OATE
TESTEO
TOTAL LOAD
(L85)
D IA}IETER
( rxcHEs )
AREA
(SQ III)
c0t'tP. sTR.
(Psr)
TYPE OF
FRACTUR6
CYLI I{DER
YE IGHT
(LBS }
CYL]I'It)ER
UNIT VEiGHT
(PcF)
,o
7B
288
288
288
28H
1Z-21-93
12-2t-93
l -11-94
1-1i-94
r-11-94
1- 1l -94
135,000
133 ,500
155,000
154,500
166,000
169,500
6.08
6.04
6. 08
5.98
6.07
6. 06
2q n?
28. 65
29.03
28.09
28.94
28.84
4650
4660
5680
5860
57 40
5880
shear
con/shear
con/spl i t
con/spl i t
eon/spli t
con/spl i t
DESIGII STRET{GTH 4OOO PSI O 28 OAYS
TESTS BY LABORATOfiY PERSOI,IIIEI ARE III ACCORDANCT $ITH APPLICAETE ASTI,I I,IETHODS UNLTSS OTHERUISE TIOTED
SOIII II{FORI{ATIOII OF TEST REPORT I.IAY BE PROVIDED BY OTHERS
REIIA&KS:
C()PIE5: R.A. llelson & Associates, Inc.;
Town of Vai l ; l{estern }lobi l e;
J V A, Inc.; Gwathley Pratt Schultz;Dan lteill Bobby J. Hays
FIELO OBSERVER APPROVED 8Y
/
CHEN-NORTHERN, INC.
COI{SULTII{G EI{GI I{EERS AND SCtEI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
Ai. nutu.t protectlon to clr€{ts,, tt'e psblic lnd osrs.lv€s, ill rcports tre tt bolt-tcd r! th. conlidlGnti.l p:op:ltl -:f_-.--.cliants, .nd aqthortzrtton for prbllc.tlon of st.temerts. Concluslons o|. Gxtract6 from ar regardlng our icPorti ls-ras€rv'u
piiii,ii' "ri-wriiten ipprovat. irmpt-i wtlr be dtspo3cd of sftcr testtng tr comp].t.d unl6rs othcr rrr.ntGn€nts agr.€d ra
in Erl ting.e t**u"" ii th. E!l! group of comp.ni.t Form tlo' C}lEtl3A 6/91
T0: }l€Cll Enterprises JOB l{0. 4 178 93-3 DATE: 12-23-93
Attn: Eustaouio Corti na
P.0. Box 3149 SHTET I 0F 2
Vail, C0 81658-3149
PR0JECT: Liftslde Building, east of t{esthaven Drive and llestin Hotel , South Frontage Road l'fest, Vail, Colo.
PlACEflEl{T L0CATI0 : Slab at C-31.
BATCH TICKET I t{ FORI.IAT I ON
TRUCK {0. 107
TIHE BATCHE0: 8:17 All
TICKET flo. 10907
TIl.tE ARRIVED: 8:48 AM TIME
SUPPLIER: llestern l,lobi I e
llix DEslGt{ N0. I 4000
PLACE0: 9:08 AM-CU. Y0. L0AD/ACCUI'I: 71141?A
FIETD TESTIIIG Ii{FORI'|ATION SAIIPLE TEI'IP: 50 "F AIR TEI'IP: l0 oF
Tit'lE TEST TAKEN: 9:15 Al'1 SLUt'lP: 4 1/4 ltl. AIR C0l{TEl{T: 4.91 tlET UNIT IJEIGHT: ---
JOB SPECIFICATIONS: SLtfiP: It{. AIR C0NIEI|T: 7 UATtf, A00t0 AT SITE 14 GAL.
CYL I NDER IIIFORI4AT IOII
t{0. 0F CYLINDERS: 6 CYLIT{DER SIZE: 6"x 12" TIME CYLINDERS CAST: --- I'IHERE CAST: On-Sita
cuRtNG iflF0Rr,iATI0ll
Ii{ITIAL CIJRE: 0n-S l te
DAIE RECEMD AT LAB:.---
FIELD STORAGE FACILITIES: Inside Trailer
BY: Carolyn Adams M t N/l.lAX
AGE
DAY S
OATE
TESTED
TOTAL LOAD
(LBs )
D I AIlETER
(IflCHES)
AREA
(sQ $r)
COMP. STR.
(Psr )
TYPE OF
FRACTURE
CYLIIIDER
UE I6HT
(LBs )
CYL I I{DER
UI{IT IJE lChT
(PcF)
7A
28A
28A
284
28A
H
H
12-30-93
12-30-93
1-20-94
1-20-94
L-20-94
L-20-94
98,500
98,000
5.98
5.99
28. 09
?8. r8
3 510
3480
shea r
shear
DES IGII STRETIGTH 4000 Pst @ 28 0AYs
TESTS BY LABORATORY PERSONNEL ARE tI{ ACCORDAI{CE I.IITH APPLICABLE ASTH I.iETHOOS UI{IESS OTHERVISE I,IOTEO
SOI'IE IIIFORI.IATIOI{ OF TEST REPORT I'NY BE PROVIDED BY OTHERS
REHARKS:Sanple obtained from nixer truck.
COPlE5: R.A. llelson & Associates, Inc
Town of Vail; Uester"n l,loblle;
J V A, Inc.; Gwaihmey Pratt Schultz Carolyn Adams Eobby J. HaYs
FIETD OESERYER APPROVED BY
CHEN.NORTHERN, INC:
CONSULT]N6 EI{GI I.IEERS AI{D SCIEIIT]STS
REPORT OF CONCRETE TEST CYLINDER DATA
As a mtrtu.l protcctlon to cllenti. th€ publlc and oqr3€lv€s, !ll reports rr€ iubm{ttcd a! thc canfldl€nt{al proPerty of
client3, rnd luthorlzrtioh for public.tlon of st.teDent3' Conclssion3 or extrrcti from or regrrdlng our rcports l3 r.$crv'd
pendlrg our Rr{tt€n .ppfov!1. slrnples r{lll be dlsposed of .ft€r t€sting is compl€ted unlcsi other rrrrngc$Ent3 agr..rl to
ln l{rJtlno.a men',lir ir the !!! Eroup of conprnie' Form Ho. cMEllsA 6/91
T0: I'{ECM Enterprises JOB ll0. 4 178 93-3 DATE: le-23-93Attn: Eustaqulo Corti na
P.0. 8ox 3149 SHEET 2 0F 2VatI, C0 81658-3149
PR0JECT: Ltftside Building, east of Yesthaven Dlive and l{estin Hotel , South Frontage Road Yest, Vai'l , Colo.
PLACEMEI{T LOCATIOIi:Elevator Core A: Final Lift.
BATCH TICKET I IIFORI'IAT IO}I
TRUCK t{0. 104
TIIIE BATCHED; lZ:07 Pi'{
TICKET 1{0. 10913
TIHE ARRIVEO: 12:30 Pf,l
SUPPLIER: llestern l,tob i I eI X DESI6 l{0. 4500
TIME PLAC€D: 12:40 Pl,l-CU. YD. L0AD/ACCU||: 717l
FIEL0 TESTIT{A Ii{FORHATIO|{ SAtlPtt TEIIP: 58'F AIR TEIIP: 20 T
TII'IE TEST TAKET{: 12:45 PM SLUMP: 3l/4 It{. AIR C0t{TEllT: 4.71 IJET Ul{lT UEIGHI:
JOB SPECI FICAT I0flS: SLUtiP: IN. AIR C0l{TEl{T: X ITATER ADOED AT SITE -- 6AL.
CYLII{DER I NFORI'IAT ]ON
t{0. 0F CYLINDERS: 6 CYLII{DER SIZE: 6"x t2" TI}IE CYLII{DERS CAST: 12:55 Pltl IJHERE CASI: On-Site
CURIIIG I I{FORMATIOiI
ItIITIAL CURE: 0n-Site
DATE RECEIVED AT LAB; ---
FIELD SToRAG! FACILITIES: Inside Trailer
BY: Carolyn Adams l,'ll N/llAX
AGE
DAYS
DATE
TESTED
TOTAL LOAD
(LBS)
D I AI'IE TER
( Ii{cHE5 )
AREA
(sq lN)
COI4P. STR.
(PsI )
TYPE OF
FRACTURE
CYL IIIDER
l{E l CHT
(L8s)
CYLII{OER
UI{IT YEICHT
(PcF)
7B
IB
aoD
z8B
288 H
288 H
12-30-93
l2-30-93
1- 20-94
t-20-94
1-20-94
1-20-94
120, 500
119 ,500
5.99
5.99
28.18
28. l8
4280
4240
snear
shear
DESIGN STREIIGTH 45O() PSI O 28 DAYS
TESTS BY LABORATORY PERSOI{NEL ART II{ ACCORDANCE UITH APPLICAELT ASTM I,IETHODS UIILESS OIHERVISE IiIOTEO
SOI'IE INFORI.IATIOI{ OF TEST REPORT I.IAY BE PROVIDEO 8Y OTHERS
REITARKS :Samole obtained frorn nixer
lfl non chloride.
truck.
CoPIES: R.A. Nelson & Associates, Inc
Town of Vail; Uestern llobile;
J V A, Inc.; Gwatluney Pratt Schultz Carolyn Adans Eobby J. HaYs
FITLD OBSERVER APPROVID 8Y
CHEN.NORTHERN, INC.
COiISULTI t{G EI{GII{EERS AIIO SCIET{TISTS
REPORT OF CONCRETE TEST CYLTNDER DATA
A3 a nuturl pFotectlon to cll€nt3. the publ{c .|ld ourselvas. .ll rcports lre lubnlttcd ar th. corfidi.nt{al Prop€rty ot
clie^ts, .nd !urhorrzation ror publrc!tron of 3t6t3n€nts. conclusion! or crtracts from or rcg.rdiog 9!l M9I!'_ l:-::t::utdpendlng our wrttt€n lpprov.l. S.npl€s r{ill b€ dlsposed of dfter t€stlng is cohpleted unlcsr other rrrang.irents tgrreo ro
{n wrltirg.i "ii'6!i it the !.!! sroup of conpdni€s Fo ' Io' ctlEll3A 6/91
T0: l.tECl.l Enterpri ses JOB I0. 4 178 93-3 DATE: 12-24'93
Attn: Eustaquio Corti na
P.0. 8ox 3149 SHETT I 0F IVail, C0 81658-3149
PR0JECT: Liftside 8ui1ding, east of llesthaven Drive and Uestin Hotel, South Frcntage Road Uest, Vail, Colo.
PLACEI4EI{T LOCATI0I{: First Lift at Lines A-l: tlorth Ua'll of l,lechani cal Room.
BATCH TICKET II{FORi'|ATION SUPPLIER: l,lestern llobile
TRUCK N0. 189 TICKET tro. 10925 lllx DE5I6I{ l{0. 39
TIl,lE BAICHED: 8:44 AM TIIIE ARRIVED: 9:00 AM TIME PLACED: 9:05 AM-CU. Y0. L0A0/ACCUi{: 47
FIELD ISSTII{G II{FORiIATIOII SAMPL! TEIIP: 17 "F AIR TEI'IP: 27 "F
TlllE TEST TAKEI{: 9:15 Al,l SLul,lP: 4 ltl. AIR C0t{TEt{T; 5.21 tlET Ul{iT I'IEIGHT:
JoB SPECI F ICAT I0i{S: SLUHP: Il{. AIR CONTEI{T: X VATER ADDED AI SITE -- GAL.
CYL II{DER IT,IFORMATTOI{
N0. 0F CYLINDERS: 6 CYLIIIOER SIZE: 6"x 1?" T Il,lE CYLINOERS CAST: 9:30 htl lltlERE CAST: 0n-Site
CURIIIG I I{FORHATION
It{ITIAL CURE: 0n-Si te
DATE RECEIVED AT LA8:
FIELD STORAGE FACIL ITIES: TTAIIEN
BY: Dan t{ei I I llllUl{Ax
AGE
OAYS
DATE
TESTED
TOTAL LOAD
(LBS }
D I AI'IETER
( t NCHEs )
AREA
(SQ IN)
COI4P. STR.
(PSl)
TYPE OF
FRACTURE
CYL INOER
},8I GHT
(LBS )
CYLI I{DER
UNIT t.ITIGHT
(PcF)
?8
?8
28
?8
l2-31-93
l2 -31 -9 3
t-?L-94
t-zL-94
l-21-94
r-2r-94
i24,500
120,500
5.98
5.99
28.09
28. 18
4430
4?80
snear
shear
DESiGI{ STREIGTH 4OOO PSI @ 28 DAYS
TESIS BY TABORATORI PERSOI{NEI ARE IN ACCORDANCE }IITH APPLICABLE AST}I I.IETHOD5 UIILESS OTHERUISE TIOTED
501'lE I t{FoRl.lAT I0ll 0F TEST REPoRT MAY BE PR0VIDED BY oTHERS
REIIIARKS:
CoPIES: R.A. l{elson & Associates, lnc
Town of Vail; !,testern f4ob'lle;
J v A, Inc.; Gwatfun€y Pratt Schultz Dan t{eill EobbY J. HaYs
FIELO OBSERVER APPROVED 8Y
d'T"*hP'1 ra^n -fi
S Nov ls93
.'#&&
s..iffi'*T;$
CHEN-NORTHERN,
CONSULTIIIG ENGTNEERS AI{D SCI
REPORT OF CONCRETE TEST
A6 ! mutu.t prot.ctJon to cll.nta, th. plbltc rnd osr3clv.3, .ll r.portr ir..5ubt[lttad as thc confldlcntlrl prop.rty of
clicnts. ena.uthorizatlan for publlc!tlon of st.tcmrntt. ConcluslonB or Gr(tr.ctr t!'olr or ragard{ng our r.Ports ls r.i.t'v.d
;.,i;i;; '";;-";iillir 'iep"""r t . banpt$ ittt b€ drtpo3€d o{.(t.r teit{ns {3 c<ftFl.t.d qnlc3t o!h.n .rrrng.m.nta rsre.'l to
ln wri t lng.i "t;;r;; ;i thc !l! group of cot'p.nl.3 Forn flo' cHe113A 6/91
T0: [ECl,l Enterprises JOB l{0. 4 178 93-3 DATE: 10-27-93
Attn: Eustaouio Cofti na
P.0. Box 3149 SHEET 1 0F 1
Vail, C0 81658-3149
PRoJECT: Liftside Building, east of lJesthaven Drive and Uestin Hotel , South Frontage Road Uest, Vail, Colo.
PLACEI'|E}|T L0CATI0I{: Stair "C" to Elevation 95
BATCH TiCKET I IIFORI.IATI ON
TRUCK N0. 161
TIIIE EATCHED: 9: l0 All
TICKET ilo. 010134
TIIIE ARRIVEO: 9:20 Afil T TI.IE
SUPPLIER: lrestern llobi I e
l{Ix DESIGI{ l{0. 44
PLACEO: 9:25 All CU. YD. L0AD/ACCtfi:
FIEIO TESTING f F0RllATI0t{ SAIIPLE TEMP: AIR TEt'lP: 25 'F
TII'IE TEST TAKEII: 9:55 Al,l SLUhP: 3 Il{. AIR COt{TEtiT; 4.6X UET Ul{iT llElGHT:
JOB SPECIFICATIOT{S: SLUf,lP:4" llM lll. AIR C0t{TEflT: 5t2U IIATER A00ED AT SITE 0 6At.
CYL I I,IDER I}IFORMATIOII
N0. 0F CYLII{oERS: 6 CYLIT{DER SIZE: 6"x tZ" TII'IE CYLiI{DERS CAST: l0;15 All }lHtRE CAST: 0n-Site
CURIIIG ] I{FORI'IAT I OII
Il{iTlAL CURE: 24 hours
DATE RECEiVED AT IA8:
0n-5 | te FIELO
BY:
STORAEE FACILTTIES:
l.lIt{/l,lAx
DAYS
OATE
TESTED
TOTAT LOAO
(t8s)
OlAMETER
( txcHEs )
AREA
(sQ ril)
c0l.1P . sTR.
(Ps r )
TYPE OF
FRACIURE
CYLIT{DER
IEISHT
(L8s)
CYL II{DER
I,IIIT ITEIGHT
(PcF)
7
28
?8
28
z8
1l-3-93
I l-3-93
l1-24-93
l1-24-93
1t-24-93
1l-24-93
121 ,000
109,500
148 ,500
151 ,500
t 62,000
147 ,000
O. UJ
5.98
6. 0l
^ 6.03
6.04
6.00
28.56
28.09
28.37
?8.56
28.65
?8.?'r
4?40
3900
5230
5310
5650
5?00
con/shear
con/shear
con/spI i t
con/spl i t
con/spl it
con/spl it
DESIGN 5TRE}IGTH 4OOO PSI @ 28 OAYS
TEST5 BY LAEORAT()RY PERSOI{i{EL ARE III ACCORDAT{CE I.|iTH APPLICABLE ASTI.I I,IETHOOS UIILESS OTHERYISE IIOTED
SOI.IE INFORI.IAIIOI{ OF TEST REPORT I,IAY 8E PROVIDEO BY OThERS
REiIARKS :
COPIES: R.A. elson & Associates, Inc
Toun of Vail; Uestern llobile;
J V A, Inc.; Gwathmey Pratt Schultz Billy Barbour Bobby J, HaYs
FIELD OBSERVER AFPROVED BY
CHEN.NORTHERN, INC.
COIISULTII{G EIIGIIIEERS AilD SCIEI{TI ST5
REPORT OF CONCRETE TEST CYLINDER
/a
F-
(c
t\JilAD
T0: ttECl,l Enterprises JoB l{0. 4 178 93-3 oATE: ll-2-93Attn: Eustaquio Corti na
P.0. 8ox 3149 SHEET I 0F IVail, C0 81658-3149
PROJECT: Liftslde Building, east of lJesthaven Drive and Uestin tlotel , South Frontage Road trfest, Vail, Colo,
PLACEI,IEI{T L0CATI0||: Elevator Shaft A-2.
EATCH TICKET It{F0RtlATIoll
TRUCK IiO.
TI}IE BATCHEO:
TICKET IIO.
TIITIE ARRI VED:
STIPPIITR:
flIX oES ICfi ito, B
CU. YO. LOAO/ACCI'I.I:
FIEIO IESIII{G I tlFORl,lATI0l{ Sfrt{PLE TEI4P: AIR TEI'IP: --'F
Tll'lE TEST TAKEI{: --- SlUt'{P: --- Il{. AIR COl{TEllT: --- X UET UI{IT IJEIGHT: ---
JOB SPECIFICATI0IIS: SLUI{P: Ill. AIR C0l{TEllT: f UATTR AODED AT SITE --- cAL.
CYL II'IDER I I{FORI,IAT IOI{
l{0. 0F CYLINDERS: 4 CYtlt{DER SIZE: 6"x 12" TIl,lE CYIII{DERS CAST: tlHERt CASI: On-Site
cuRIt{6 It{F0RHArI0t{
il{ITIAL CljRE: 0n-Si te
0ATE RECEM0 AT LAB: ---FIETD STORAGE FACILITIE5:
BY: --- l.lll{/llAx
7
28
z8
11-9-93
I t -a-o?
i 1-30-93
l1-30-93
101,500
103,000
127,000
132 ,500
6.03
5.00
6.02
5.99
zd.5b
28.?7
28.46
28.18
3550
3640
4460
4700
shea r
shear
con,rshear
con/shear
DESI6I{ STRE'IGTH 4OOO PSI @ ?8 DAYS
TESTS 8Y LABORATORY PERSOI{NEL AR€ II{ ACCOROAT{CE 9ITH APPLICABLE ASTU I..IETHOOS UIILTSS OTHERUISE TTOTEO
S(II,IE II{FORI.|ATIOI'I OF TEST REPORT I.IAY 8E PROVIOED 8Y OIHERS
COPIES: R.A. tlelson & Associates, Inc.;
Town of Vail; tlestern llobile;
J V A, Inc.; Gnattuey Pnatt Schultz;Sandi R. Cody Bobby J. Hays
FIELD OE5ERVER APPROVEO BY
A3 6 nutu.l prot.ctlon to cllcrt3, thc publlc
cllcnts, rnd .uthorl4tlon for lqblicatlou ofpandlng our Hr{tt.n.pprovrl. S.nFlca iill b.ln |..r{tlng.
A m$rb.r ot thc !I! gr.oup of conp.nl.3
lnd orrrsalvct, rl I raport3stlttrhcnts. Conclu5lons ofdl3porad ot att.r t.rtlng
ar. submltted a! tie confldt.nti.l proPeFty ot
cxtr.cts froir or rlalFd{ho our rGDorts i3 r.sal.vaal
{3 comFl.ted unlcsr Sttrer irrrngcmintr .gr..d to
Fon' xo. CttEl l3A 6/3r
REPORT
CHEN-NORTHERN, INC.
COTISULTIIIG EIIGIIIEEIS AIID SCIEIITISTS
OF CONCRETE TEST CYLINDER DAT
d"ll'ub,A
S- ott tntt ?l
lii gJ; '.r '' 'r- -!
{t-.Ft'$':*C
T0: llECl,l €nterprl sesAttn: Eustaquio Corti na
P.0. 8ox 3149Vail, C0 81658-3149
Yljyz
JOB 1{0. 4 178 93-3 DATE: 1l-17-93
SHEET 1 OF I
PROJECT: Liftside Buildlng, east of t esthaven Orive and Yestin tlotel , South Frontage Road lfest, Vall, Colo.
PLACEIIEI{T LOCATIOII:l{alls; P 5 thru on 5 - znd lift.
SATCH TICKET I flFoRltAT l0ll SUPPLIER: \Jestern liobile
TRUCK r{0. 189 TICKET ilo. 103 HIX DESIGT{ flo. 44
TIttE SATCHED: 12:[A Pn TIHE ARRIVEO: TIl.lE PLACE0: CU. Y0. L0AD/ACCU||: 7
FIELD TESTII{G IIiFOf,I.IATTOI{ SAiiPLE TEI.IP: --OF AIR TEI,IP: -."F
TIl.lE TEST TAKEI{: --- SLU}IP: 4 IN. AIR C0l,lTEl{T: 4.9X UET Ul,llT IIEIGHT:
JOB SPECIFICATIOIIS: SLUIIP: Il{. AIR COl{TEl{Tr I IIATER AD0E0 AT SITE --- GAL.
CYLIT{DER IilFORI'IATIOt{
l{0. 0F CYLIIIDERS: 6 CYLII{DER SIZE: 6"x 12' IIl.lE CYLII{DrRS CAST: yHERE CAST: on-Site
CURIIIG II{FORI,IATIOI{
IXITIAL CURE: 48 hours On-Site
DATE RECEIVED AT LA8: ll-19-93
FIELD STORAGE FACILITTES:
BY: Mark Jensen tllll/llAx
. A6E
DAYS
OATE
TESTED
TOTAL IOAD
(LBs)
DIAI,IETER
( iNcHES )
AREA
(sQ m)
cotttP. sTR.
( PsI )
TYPE OF
FRACTIJRE
CYL I]IDER
I,'EIGHT
(LBs )
CYt II{DTR
UI{IT UEIGHT
(PcF)
28
28
?8
zd
11-24-93
l1-24-93
12-15-93
12-15-93
lz-15-93
l2-15-93
t02,500
99,500
6. 08
6.06
29 .03
28.84
3530
3450
snear
shear
DESI6t{ STREI{GTH 4000 PsI 0 ?8 DAYS
TESTS BY LABORATORY PERSOI{IIEL ARE II{ ACCORDAIICE I,'ITH APPLICABLE ASTI'I iIETHODS UNLESS OTHERI{IST NOTED
SOI.IE INFORHATIOTI OF TEST REPORT TIAY 8T PROVIDEO BY OTHERS
REIIARKS: Location was provided by representative of R.A. l{el son & Associates.
CoPIES: R.A. Nelson & Associates, Inc.;
Town df Vail; t{estern ilobi le;
J V A, Inc.I Gffathrey Pratt Schultz;Sandl R. Cody Eobby J. Hays
FIELO OBSERVER APPROVTO 8Y
At r mutull prot.ctlon to cllcnttt thc Fubllc .nd orrsclv.!, all rcport3
cll.nts, lnd luthot-iz.tlon for Fubllc:tlon of stltafi.'rts. Conclurloni orpendlhg.our v.rltt.n.pproval. S!ftpl.a wlll b. dllpo3ad of rftcr tGltlng
1n wFt t t hg.a .kbar ot ih. EI! g!"oup ol corp.hlca
.r. sutarittcd a. tha coafldlartl.l 9rop.t'ty of
Gxtr.cts lrom or ragardlng our raport3 l! r.t.Fvad
{B co|npl.tad unla3t athcr arrang€menta lgr€ed to
Fori }{o. CrM€1134 6/91
CHEN.NORTHERN, INC.
COIISULTI }16 EI'IGII,IEERS AI{D SCIENTISTS
REPORT OF CONCRETE TEST CYLINDER DAT fff;'h
T0: l'lECtl
Attn
P.0.
vai I
PROJECT:
Enterpri ses
Eustaquio Cortina
8ox 3149c0 81658-3149
Liftside Eui i di ng,
J08 fto. 4 176 93-3 DA
of llesthaven Drive and l,lestin Hotel , South Frontage Road Uest, Vail, Colo.
PLACEI{EIIT LOCATI0I{: l/al ls.
EATCH TICKET I llFoR!,lAT I0l{ SUPPLIER: lJestern l.lobile
TRT CK I0. 150 TICKET 0. 0l-0604 ilIX 0ESl6t{ lto. 44
TI|IE BATCHED: 12:43 Pl,l TIl,lE ARRIVED: l:00 Pll TIIIE PLACTD: l:35 Pll-CU. Y0. L0AD/ACCU|,|: 7
FIELD TESTIIIG I F0RI'|ATIOI| SA|IPLE tEl,lP: -- T AIR TEl,lP : -- "F
TIl,lE TEST TAKEII: --- SLUMP: 4ll4 Il{. AIR CONTEI{T: 4.91 llET UI{II I,EIGHT:
JOB SPECI F ICAT I0llS: SLtt'lP: Ill. AIR C0llTEllT: 1 IIATER ADDED AT SITE --- GAt.
CYL I}IDER IiIFORI,IATIOI{
0. 0F CYLI OERS: 6 CYLMDER SIZE: 6"x t2" TIl,lE CYLIIIOERS CAST: l:15 Pll tlHtRE CAST: 0n-5ite
CWINE IITFORIIATIOII
It{ITIAL CURE: 0n-S i te
OATE RECEMO AI lA8: 11-23-93
FIELD STORAGE FACIL I TI E5:
8Y: l{ark Jensen llll{/llAx
A6E
DAYS
OATE
TESTEO
TOTAL LOAO
(LBs)
OI.AI.'IETER
( Il'rcHEs)
AREA
(sQ I[)
coHP. sTR.
(Psr )
TYP€ OF
FRACTURE
CYLI I{OER
I{E IGHI
(L8S)
CYLINDER
UI{ IT IEIGHT
(PcF)
6
6
28
28
z8
?8
l1-24-93
l1-24-93
I ?- 15-93
12-16-93
I ?- 16-93
l2-16-93
109 ,000
ll2,500
5.08
5.99
?9 .03
28.l8
3750
3990
shear
con/shear
DESIGN STRSIIGTH 4OOO PS] O 28 DAYS
IESTS BY LAEORATORY PERSOI{IIEL ARE III ACCORDAI{CE I/ITH APPLICABLE ASTI'I I,IETHOOS UIILESS OTHERVISE I{OTED
SOI'IE II{FORIIATIOII OF TEST REPORT I'IAY 8E PROVIDED 8Y OTHERS
REI'IARKS;
COPIES: R.A. t{elson & Associates, Inc,
Tor*n of Vai I ; l,lestern llobi I e;
J V A, Inc.; Gwathney Pratt Schultz;Sandi R. Cody Bobby J. Hays
FIELO OESSRVER APPROVEO BY
As ! rutu.l pFotcctlon to ctl.nta. th. Publlccll€nts. lnd .uthoilzatlon for publlc.tlon of
pcnding ot|r kt.lttcn .pproval. S.6pl.t rill bain vrritlng.
A neftbcr of thc UI! group of corFrnlcs
rnd oursclvcs' .ll FCPor.t.
st.tarwant3, Conclua{ont or'dl3poi.d of aftcr tast{ng
.r. rubnltt.d !3 the cohllallantl.l propaity of
cxtrlcts fro(' or F.gaidlng our ..Ports t3 r.tCl"Y.c
is coftolctad qnl.si oth.r arr.nE.ncnt3 rgic.d to
Forrn No. cl,lEl.l3A 5/9r
CHaN-NORTHERN, rNC.
milsulT orc Etlct[EERs AID sclE Ttsrs
REPORT OF CONSTRUCTION ACTIVIIIES
to: HEC Enterpris6s JoB [0. 4 178 9J-3 DATE: t0-1-9:t
Attn: Eustaquio Cortina
P.0. B6x 3149vait, c0 81658-3149 D ItY REPoRT llo. 6A SIIEET I OF I
PROJECT: Liftside Buitding East of l,resthaven Drive and Uestin fiotet, south Frontage noad Hest, vail, cotorado.
REPoU or: ROCr BoLIS
LocAltolt: stair core A-2, Gpid Lines 8 to 10, 0 to r.
EOUIP EIT: PurP Xo. 34-5618
cawe l{o. E-10
Ram tlo. A-365
Rock Bol, t Io.
F I IIAL
cauge Reading ( PSI )
4000
4000
4000
4000
4000
llot Stre6sed
4000, 8ar Fai ted
at 4000 PSI Loading.
CYCLE GruGE READ IIIG( PSI )
tooo, 1350, z0oo. 2700, 3300, 4ooo
?
3
4
J
5
7 1000, 1600, 2000, z8oo, 3400, 4000
lloTE: Rock Botts I and 7 Here stressed in a
cyclic namer.
SPECIFICATIOI 0f CYCLE3 700, 1350, 2000, 2700,
3300 ard 4000 PSt -
CoPtEs: R.A. lletson & Associates, lnc.r Attn: ilr. Rick Agate;
J V A, lnc.; Grath eY Pratt Schuttz; Ilom of Vait, Attn: llr. Dan Stan€ki I
I
Joe E. Benedict
FIETD OESERVER
Louis E- Et ter
APPRO/ED BY
As r utd.r Drotcctlon to cIt.nti, thc publlc rnd ouirclv.r, .ll r.lorti rrc rllrmlttcd.s th. confld.ntl.l proParty ol osr cllcntt. ond
ruthor{z.tlon for B(bltcrtton ot rt.tclicnt. Concluilon3 or .ltrrcti iran o,r'rcgardltrg our r.Portt lr t.tctvcd p.ndlng oil' *rttt'o l9grovrl '
s;;i:r;iii-fi-ifspo"ca li .ttar t.rtl69 Ir coripl.t.d unl.t3 othcF arr.ngdr.ntt cr. .gr..d to In urltlrg.-i-;;rb.;-;i ii.-!!i-;;.;'"i conprnlos '.dt rs' 'rroo^ 'rr1 | ,/-
f.l'"ab
-E' DEC 1993 ?r'5 u Lt,, '"-- 6
E '*t***. -.$u,g'*"'::f
CHEN.NORTHERN, ING.
collsul-T I ltc EI|GnEERS AltD sclEITtsTS
REPORT OF CONSTRUCTTON ACTTVITIES
TO: f{Ecl.l Enterprises JoB lto. 4 178 93-3 DATE: 10-20-93Attn: Eustaquio Cortina
P.O. Box 3149
Vail., C0 81658-3t49 DAILY REponT [O.
: Liftside Bui Lding East of uesthaven Drive snd gestin ltotet, sdlth Front
REPToRT OF: RocK BoLTS
p$tp trJ458t8GAUGE READIIIG GAUGE # 10
RAJ.I #A 365
I}IITIAL F II{AL
1. 4000 3800
2. 4000 3900
3. 4000 4000
4- 4000 4000 - Cre€p 500 tb. i ncreflpnts
5. 4000 4000
6. 4000 3900
7. 3800 3800
8. 3900 3900
u$ef 1 ras in the pit area on Q Line andis the reptacc rnt for Anchor lluber 7
rhich faited in testing on October 1, 1993.
ilur$ers Z thrdrgh 8 rere in the northrestcorner. 6)\"oo
@rr
a
@'!
J V A. tnc.; G$athmey Pratt schuttz; IloHn of Vail, Attn: llr. Dan staneki II Darrett lluss
I FtEtD OBSERVER
rlo. 4 178 93-3 DATE: 10-20'93
Y REPORT IIO. 14 SHEET 2 OF 2
, Sdlth Frontage Road llest, Vail, Colorado,
I
I
rts
a
aa
f1u
a)ar;\ltrtoe\ilr
,^.oW
6)a \-7
ao,c\
\.9/
I lluss Fred R. cd|Eron
ID<R'UFO IDgD'lt'FN NY
P.O. Box 3149
Vail., C0 81658-3t49 DAILY REponT [O. 14 THEET 2 0F 2
PRoJECT: Liftside Bui Lding East of uesthaven Drive snd gestin ltotet, Sdlth Frontage Road llest, Vail, Cotorado.
REPToRT OF: RocK BoLTS
p$tp trJ458t8GAUGE READIIIG GAUGE # 10
RAJ.I #A 365
I}IITIAL F II{AL
1. 4000 3800
2. 4000 3900
3. 4000 4000
4- 4000 4000 - Cre€p 500 tb. i ncreflpnts
5. 4000 4000
6. 4000 3900
7. 3800 3800
8. 3900 3900
a
u$ef 1 ras in the pit area on Q Line and a ais the reptacc rnt for Anchor lluber 7
rhich faited in testing on October 1, 1993.fU
ilur$ers Z thrdrgh 8 rere in the northrestcorner' @ o e @i
o
@r3@
rila\Y
@'!o
CoPIES: n.A. llelson & Associates, Inc., Attn: r. Rick! Agate;
J V A. tnc.; G$athmey Pratt schuttz; Ilosn of Vail, Attn: llr. Dan Staneki II Darrct t }uss Fred R. cd|Eron
I FIEID OBSERVER APPRd/ED BY
Ar a iutu.l prot.ctlon to clllntl', the pqbllc.nd our3clv.3, .ll i.port3 rr. r|tb||lttad .t th. confid.ntlal ProParty ot oqr cllltts, and
ruthorl'rtton for Dubllcrttoh ot 3trtircnt. Concls3ton. or .xtnrct3 irom or rrgerdlng our raporta l3 r.r.rvrd fattdlng o|tr tfltt.n aPproval.
Srbpl.i wlll b. dirgoa.d of rft.r taating t3 co@lrlad unl.rs othar rrirngdncnt3.re agtttd io ln i.iltlng.
A r|l.mbcr of thc EI! group of co p.n{et 'id|n. ttaDe .Ar
CHEN.NORTHERN, INC.
cor,tsuLllitc Elt6Ir{E€Rs Al{D scl EI{TI STS
REPORT OF CONCRETE TEST CYLINDER
T0: ilEctl Enterprises JoB lt0. 4 178 93-3 oATE: ll-30-93Attn: Eustaquio Corti na
P.0. 8ox 3149 SH€ET 1 0F 1Vai1, C0 81658-3149
PR0JECT: Liftside Euilding, east of lJesthaven tlrlve and tlest'l n Hotel , South Frontage Road llest, Vail, Colo.
PLACEiIEf{T LOCAIIO :Uall; line 7, L to U, up to Elevation 280.
EATCH TICKET I l{FORl,lAT l0ll SUPPLIER: Vestern ilobile
TRUCK l{0. 104 TICKET 1{0. 01-0688 ilIX DESTGN 1{0. 39
TIt'lE BATCHED: 11:4I AH TIiIE ARRIVED: l1:50 Atl TlltlE PLACED:t2:15 Pll-CU. YD.l0AD/ACCUll: 7
FIELD TESTII{G It{F0Rl'lATI0t'l SAI.|PLE TEltlP: --'F AIR TEttP: -- T
T Il,lE TEST TAKEI{: --- SLU}IP: 3 3/4 It{. AIR COfiTE T: 4.9% ltET UI{IT |EIGHT: -.-
JOB SPECIFICATI0I{S: SLIJI'IP: Il{. AIR COtlTEtlT: X IIATER ADOED AT SITE -- GAL.
CYL I]{DER IlIFORI,IATIOI{
ll0. 0F CYLII{OERS: 6 CYLIT{DER SIZE: 6"x 12" TltlE CYLIT{OERS CAST: 12:30 Pll IIHERE CAST: On-Site
CURII{G IIIFORf{ATION
INITIAL CURE: On-Site FIELD STORAGE FACILITIES:
DATE RECEIVED AT LA8: 12-2-93 BY: llark Jensen lllt{/UAX
AGE
OAYS
DATE
TESTEO
TOTAL LOAO
(LBs)
DIAiIETER
( mcHEs)
AREA
(sQ Ill)
coilP. sTR .
(Psl)
TYPE OF
FRACTURE
CYL IIIOIR
!/E iGHT
(LBs)
CYLI I{DER
UNIT IIE I6I{T
(PcF)
?8
28
28H
e8H
t?-7 -93
12- 7-93
l2-e8-93
12-28-93
12 - 28- 93
12-?8-93
135,000
137 ,000
6.02
5.98
28.46
28.09
4740
4880
shear
shear
OESIGI{ STRENGTH --- PSI A 28 DAYS
TESTS 8Y LABORATORY PERSOTII{EL ARE II{ ACCORDAI{CE TIITH APPLICABLE ASTM I.IETHOD5 UIILESS OTHERUISE }IOT€D
SOIIE IIIFORI.IATIOI{ OF TEST REPORT I,IAY BE PROVIDEO 8Y OTHERS
R EI.IARKS :
COPIES: R.A. l{el son & Associates, Inc.;
Town of Vail; Uestern llobile;
J V A, Inc.; Gwathney Pratt Schultz;Sandi R. Cody Eobby J. Hays
FITLD OESERVER APPROVEO 8Y
As r tnutual prot€ctlor to cll.nts, th. publlc
cllent3. lnd authorlaatlon for rtrbllc.tlon ofp.ndlng 6ur r|-ltt€n allroval. Sanplcr nlll b.in wiltlng,
A momb€r. ot th. !J! gionp ot comp.n{c.
lnd oursclves, all report.
3tatsrGnt3. Concl uslons or
dlrpo3ed ot aft.r t.sting
ar€ suboitted !s th€ conf{dlentirl propcrty of
extrrcts from or rcg.Fdlng oqr !"Gports ls ra3arvctll3 co.npl€ted unlrs3 other rrr.ngemcnts.graad to
Fotin tlo. cMEllSA 5/91
.rl
CHEN.NORTHERN, INC.
c0trsulTt t{6 EltGIt{tERs Al{0 scltt{TlsTs
REPORT OF CONCRETE TEST CYLINDER DATA
d"x'"'%'f ltc lee-l et, ,s'iiflfu" sT
Q**Tilia"'* U
ktnrrr4P
T0: tlECl,! Enterprises JoB N0. 4 178 93-3 oATE: 1l-r0-93Attn: Eustaquio Corti na
P.o. Box 3149 SHEET 1 0F aVail, C0 81658-3149
PR0JECT: Llftside Building, east of Uesthaven Drive and trlesti n Hotel, South Frontage Road t{est, Vail, CoIo.
PLACEl,lEllT L0CATI0I{: Ual ls.
EATCH TICKEI Il{F0R}lATIOfl SUPPIIER: llestern l{obile
TRUCK l{0. 97 TICKET 0. 0l-0453 t{tx DESIGfi [0. 44
TIIIE BATCHEO: 12:1? Pl'l TII{E ARRIVED: 12:30 P TllitE PLACED:12:45 Pil-CU. YD. LOAD/ACCUM: 28
FIELD TESTIIIG Il{F0Rf,lATI0l{ SAilPLE TEHP: 52 T AIR IEiIP: 40 'F
Tlf,lt TEST TAK€ll: SLWP: 4 l/4 It'I. AIR C0llTEtlT: 4.8I t{ET ul{IT IJEIGHT: ---
J08 SPECI FICAT I0l{5: SLUl,lP: l4ax.4 If{. AIR C0l{TEt{T: 4-81 UATER A0080 AT SITE --- GAL.
CYLIHDER I}IFORIIATIOII
l{0. 0F CYLIT{DERS: 6 CYLI[{DER SIZE: 6"x 12" TIiIE CYLIT{OERS CAST: 1:00 Pll IIHERE CAST: 0n-51te
CMIilG Ii{FORI{ATIOI{
IIIITIAL CURE: 48 hours
DATE RECEIVEO AT LAB:
0n-Si te
ll-12-93
FIELo SToRAGE FACILITIES: ---
8Y: Sandi R. Cody l,'l I t{/tlAX
A6E
DAYS
DATE
TESTED
TOTAL IOAO
(LBs)
OIAHETER
(rricHEs)
AREA
(sQ Ir{)
Col'lP . STR.
(Psr )
TYPE OF
FRACTURE
CYtIIIDER
VEi6HT
(LBsl
CYLIHOTR
UI{IT YEICHT
tPcF)
7A
7A
?8A
zsA
u8A
28A
l1-17-93
II-l7-O?
12-8-93
t2-8-93
L2-8-S3
12-8-93
106,000
t 10,500
140, 000
141,000
141,000
144.000
6.08
6.05
6.08
6. 09
6.06
6.08
29.03
28.75
29.03
29.13
28.84
29.03
3650
3840
4820
4840
4890
4960
shear
slrear
shear
snear
snear
shea r
DE5I6X STREIIGTH 4OOO PSI @ 28 OAYS
TESTS 6Y TASORATORY PERSOI{I{EL ARE TI{ ACCORDAIICE TJITH APPLICAELE ASTI.I IIETHODS UT{LESS OTHERIIIS€ IIOTEO
SOME IIIFORI.IATION OF TEST REPORT I.IAY BE PROYIDEO BY OTHERS
RE}IARKS :
CoPIES: R.A. l{el son & Assoclates, Inc.;
Town of Vail; llestern llobile;
J V A, Inc.; Gwathrcy Pratt Schultz;Sandi R. Cody Bobhy J. Hays
FIELD OESERVER APPROVTD 8Y
Ai . rirlts.l protcctlon to cllaDt3, thc publlc
cllantr. .nd .uthoilz.tiori toF DUbllc.tlon gf
p.nallng aur *r{tt.n rFFroval. Sdnpl.3 t|lll bcln r{Fl t I '|g.A ramb.|" of tha M grosp of co||lprnlat
and orrirlvai, r'll r"aportt
ltrtdnanta. concls3lonA or
dlaPo3cd ot .{ter. tc3titlt
.r. 3ulrmltt.d .c tha cohtl.llcntlrl PFoFaray of
crtircts from or regrrd{ng our raports ls fatcrv.dls aorplatad rnlcrt oth.r' arr-arig.|nGr|tt .grcad to
Form o. Ct'iEll3A 6/9r
CHEN.NORTHERN, INC.
COIISULTI I{G EIIGIT{EERS ANO SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
Ar r ruturl protactlon to cll.ntE, thc Fgbltc rhd ouf3.lv.i, .11 r.po.t' rre rubnlttcd r.' thr confldichilrl Froperty olcll.nts, .nd authorlz.tlon for publicatlon of statdr€nts. Corclusloot or'.rtF.ctt from or r.E!rdlng our raport3 It i.tarvadpehding ouF *rltt.n rFprov.l. Sanpl.3 slll b. dlrFo3ed ot.ft!r t.3ting ir conpt€t.d !hlci. ath.r irrengroints r,r..d toltr |trltinq.
A msnber ;f thG Il! group ot co|'piolGr Fonn tto. Ct{Etl3A 5/91
T0: MECH Enterprises J08 f{0. 4 lZ8 9j-3 oATE, -10-93Attn: Eustaquio Corti na
P.0. Box 3149 SHEET Z 0F zVaiI, C0 81658-3149
PR0JECT: Liftside Building, east of llesthaven 0rive and l{estin }totel , South Fnontage Road t{est, Yail, Colo.
PTACEI,IEI{I LOCATIOI{ :tlal l s.
EATCH TICKET I t{F0R}lAT ION SUPPLITR: tlestern llobiIe
TRUCK tlo. 100 TICKET N0. 01-0465 l,tlx DEslctl N0. 44
TIIIE BATCHED: 3:00 Pf.l TIIIE ARRIVED: 3:10 Pl,l TIIIE PLACED: 3:20 Pll-CU. YD. L0A0/ACCUI'|: 77
FIELD TESTII{G II{FORI.IATIOI{ SAIIPLE TEI,IP: 54 .F AIR TE}IP: 45 "F
TIl,lE TEST TAKEI{: --- SLUl,lP: 4 I1{. AIR C0l{TEllT: 4.21 l{ET Ut{lT UEIGHT: ---
J08 SPECI F ICATIOI{S: SLu P: llax.4 IN. AIR COllTEt{T: 4-8* }TATER ADOED AT SITE --- 6AL.
CYLIIiDER INFORI.IATIOI{
ll0. 0F CYLII{OERS: 6 CYLII{OER SIZE: 6"x 12' TIIIE CYLIIIDERS CAST: 3:30 Pil YHERE CAST: On:Site
CUR i]{G IIIFORI,IATIOT{
II{ITIAL CURE: 48 hours
DATE RECEIVED AT LA8:
0n-Si te
11-12-93
FIELO STORAGT FACILIT IES:
BY: Sandi R. Cody ilIt{/}tAx
AGE
DAYS
OATE
TESTED
TOTAL LOAD
(rBs)
DIAHETER
(rHgHES)
AREA
(sQ Ir{)
co$P. sTR.
(PSr )
TYPE OF
FRACTURE
CYLIiIDER
I{E T 6HT
( L8s)
CYL IilDER
I,lI{IT IJEIGHT
(PcF)
7B
78
288
288
288
288
1l-17-93
tL-17-93
l2-8-93
12-8-93
12-8-93
l2-8-93
99,500
101,500
133,000
126,500
140,000
Ie9,000
5.98
5.98
5.99
6.02
6.08
5.99
28.09
28.09
28.18
28.46
29.03
?8.18
3540
3610
4720
4440
4820
4580
snear
snea r
shear
shear
shear
sneat
OEs]GN STREI{GTH 4000 PsI 0 ?8 0AY5
TESTS BY LABI}RATORY PERSO}II{E! ARE IN ACCORDAT{CE T'ITH APPLICABLE ASTI.,I HETHODS UI{IE5S OTHERUISE I'|OIED
SOI.IE INFORI.IATTOI{ OF TEST REPORT }IAY BE PROVTDED BY OTHERS
REHARKS :
COPIES: R.A. l{el son & Associates, Inc
Town of Vail; festern ilobile;
J V A, Inc.; Gwaihmy Pratt Schultz Sandi R. Cody Bobby J. Hays
FIELD OBSERVER APPROVEO BY
a
CHEN.NORTHERN, INC.
coxsuLTmc E[cr fiEERs AID sclE lrsts
REPORT OF CONSTRUCTION ACTIVITIES
T0: il€Ctl Enterprlses JOB ll0. 4 178 93-3 0ATE: 11-t6-93
Attn: Eustaguio Corti na
P .0 . Box 31.49Vail, C0 8t658-3149 DAttY REP0RT ll0. 22 SHEEI t 0F 1
PRNECT: Liftside Building east of Uesthaven Drive and llestin Hotel , South Frontage Road l|est, Vail, Colorado.
VEATHER COI{DITIOI'IS AI{D TEMPERATURE
COI'ITRACIOR'S COIISTRUCTION ACTIVI T IES
PERSOl{I{TL:
IITAJOR EQUIPiIEI{T:
ACTIVITI ES:
CHEII-I{ORTHERI{ 'S 5I TE ACTIVIIIES
ile arrived on-site as scheduied to perform density tests on C-ll and C-12. Testing was
canceli ed.
VERBAL COI{IIUIIICAT ION I{ITH COI{TRACTOR, EI{STilEER, ARCHITECT, OVI{ER
COPI E5:
J V A,
R.A. l{elson & Associates, lnc.
Inc.: Gwattsney Pratt Schultz Tonn of Yail; I
I
I
I
Sandi R. Cody
FIE!D OBSERVER
Fred R. Cameron
APPROVED 8Y
A3 r trut||ll Drotcctton to cll.nti. thc publtc rnd our3clv.5,. !ll rrpor.tr rr. 3ubtnltted. r' thc confldentltl propal'ty of our_cll.nt5' .1tal
L'iti"fiiiiio['t-"i;;fi";ii;;?-aiaiimcirt. conct',stonr or citricts fr"o or rigaialng our r.ports i3 F.scrvGd iGndlns our rl.ltt.n app''ov.l.
Srmples rlli bc di3porcd ol .lt.r t.Btlng l. comp-l.tcd snl.66 othcr .r'rrng.{i.nt3 .rs .grc.d to ln wrltin9.
A nEfl|ber of tlrc !.!! group of co|Ip.n{ei
d".l'''o;
1l' oEs ree] i.-1i --r - (t+ q'i:',::
.9; FT+L:!"ia ff;:lw'5
o
CHEN.NORTHERN, INC.
coltsulTt [c. EltcmEERs AltD sctEITIsTs
REPORT OF CONSTRUCTION ACTIVITIES
T0: HECII Enterpri sesAttn: Eustaquio Corti na
P.0. 8ox 3149Vail, C0 81658-3149
JOB l{0. 4 178 93-3 DATE: ll-17-93
DAILY REPORT 1{0. 23 SHEET 1 OF 2
PR0JECT: Liftside Building east of Uesthaven Drive and llestin Hotel , South Frontage Road tJest, Vail, Colorado.
UEATHER COI'IOI T IOI{S AI{O TEIIPERATI'RE
COI'ITRACTOR'S COIISIRUCTIOI{ ACTI VITIES
PERSOIII{EL:
}IAJOR EQUIPt.IEl{T:
ACTIVITIES:
CHEN-I{ORTHERN'S SITE ACTIVITI ES
Density tests uere perfonned on C-11 and C-12.
Concrete was tested on P 5 to 15 on S, second lift. Six cylinders were cast.
VERBAL COMMUIIICATION I.'ITH COI{TRACTOR, EI{6IT{EER, ARCHITECT, OUNER
COPIE5: R. A.
J V A, Inc.;
llel son & Associates, Inc.
Gwatlnney Pratt Schultz Town of Vai I ; I
I
I
Sandi R. Cody
FITLO OBSERVER
Fred R. Cameron
APPROVED BY
A! a hstur'l prot€ctlor to cllantr, th. publtc and ou.rclv.i. .ll r.poit3.ro lubd|{tt.d..s th. confidantlrl piop.rty ot o|rr cllantt. .nda|rthorlzstlon for publlcatlon of rtatdrnt. Concluilonr or crtrrct5 froo or ragrrdlng our lcports Ir rarancd panding o|rf ff lttan appfoval.
Srhplcs rlll bc dJipoEGd of rttcr trrtlng lt cotDlat.d urlair othcF arrangqrcnt3 ara rgrcad to ln wrltlng.4 ncmbcr of thc !!! group of co|rpinf.3
T0: MECl,l Enterpni ses JOB ltO. 4 l7B 93-3 DATE: 11-17-93Attn: Eustaquio Corti na
P.0. Box 3149Vail, C0 41658-3149 DAILY REP0RT lt0. ZJ SHEET A 0F Z
PROJECT: Liftside Building, East of yesthaven 0rive and t/estin Hotel , South Frontage Road Ue,$t, Vail, Col orado.
SPECIFICATIOI{ COiIPACTIOI{ & }IIITER IAL
illflll4lJ$ REqUIRE0 tll-PLACE 0EI{SITY: 95I AS DETERilI}IED BY: AST}i D-698
CONSTRUCTI0I{ COIITRACTOR: Stan lliller, Inc. IEST L0CATIoI{S nERg SELECTE0 BY: Chen-llorthern
IYPE AI{D IIUI.IBER OF EARTH ilOVIItG UI{ITS:
TYPE AT'ID I{UH8ER OF CON{PACTIOI{ UIiIls:
I.IETHOD OF ADOII{G IiIOISTI,IRE:
THICKIIESS 0F LIFT: ot Observed
ilU,tBER 0F PASSES: As Aeoul red
rEST
N0.
LOCATIOII
DEPTH OR
ELEVATION
(FEET)
LABORATORY
-I
FIELO
PERCEI,IT
( RELATI VE/
llA)(If,lul'l)
OETAINED
sOIL TYPE
ltAxIHutl
DRY
DEI{SITI
(pcf )
I.IO I STURE
c0liTEltT
G)
DRY
DEt{SJTY
( PCF)
I{O I SIURE
c0ilTEl{T
(u)
c
o
C-11 Center
C-12 Cenler
6rade
Grade
121 .8
121 .8 I1.5
117 .6
117 ,5
l3 .6
L?.7
97
96
Sandy Gravelly Cl ay
Sandy Gravel ly Cl ay
FULL TII.{E OBSERVATIOII X PART TII,IE OSSERVATIOIIIHIS REPORT PRESEN'S OPINTONS FO$I€O AS A RESULT OF O{'R OgSCNVATIONS OF FILL PLACE}IEXT. Tr'E HAVE RELIED OtI THE COI{TRACTOR IO
CoNTINUE AppLYINO IHE RECoI'i,iEND€O COT4PACTIVE gFFORt Al{D IOISTURE lO FILL OtlRlxC lHE TTHES I{HEN oun OESERVER !S NOT OBScRVII{G
OPERATIONS. TES'S ARE ]IIADE OF THE FILL ONLY AS EELTEVEO I€CESSARY TO CALIORAT€ OI,R OBSERVEN.S JUOGEI.IE'{T. TEST DATA ARE IloT
rHE SOLE BASTS FOR OF${tOf{S OI yHEtHEn tHE FILL EE S SpEC!FICAf!O{S.
THE I{UCLEAR OEI'ISOIIIEIER I{ETHOD OF TTSTIIIG I,AS USEO ItI SUESTA}ITIAL ACCORDAI{CE T,ITH ASTI,I 0299? AND D3017.
PRELII,III{ARY oBSERVATI0I{S A1{D/0R TEST RESULTS VERB LLY REPoRTED T0: Dave
PROGRESS REPORT:
COPIES: R,A. l{elson & Associates, Inc.;
J V A, Inc.; Gwath€y Prqtt Schultz;
Town of Vail;
Sandi R. Cody Fred R. Caneron
FIELD OSSERVER APPROVED 8Y
CHEN.NORTHERN, INC.
cof{suLtlltc E 6II{EERS At|o sctE ttsts
REPORT OF FIELD NUCLEAR DENSITY TESTTNG
Ar !.rtrtorl prota€tlon to cll.hti, th. p{bllc rnd oursalv.a. rll r..portr.rc rubdlttad ra the contld.ntl.l Frop.rty of ou! cllcnt3,
and ssthorl:etlon ior publlcatlon ot rtrtar$ant, concluilon3 or ar(tracti fFdir or- r.agardlng our rcport3 l: r.rerv€d pendlng osr nilttcnrpproval. S.|rpla3 ielll bc diapos.d of.tt.r t.sting ls cqrpleted |,trlcs3 oth.r rr...ngqncnt3 rr€ .gr.id to in rlrttirg.
A Dqrb.t' of thc !!! grosp of cdrprnlcs
CHEN.NORTHERN, INC.
@IIST'|LT I IIG EIIGIIIEERS AHD SCTEIITISTS
HEPORT OF CONSTRUCTTON ACTIVITIES
T0: ltECl,l Enterprises JOB it0. 4 178 93_J DAT8: _18-93Attn: Eustaquio Cortina
P.0. Box 3149Vail, C0 81658-3149 DAIty REPORT fiO. 24 SHEET r OF I
PR0JECT: tiftstde Butlding east of lJesthaven Drive and Yestin llotel , South Frontage Road l'lest, Vail, Colorado.
YTATHER COIIDITIOI{S AI{D TEIIPERATURE
COI{TRACTOR'S COi{STRUCTTOII ACTIVIT I gS
PERSOTIIIEL:
MJOR EQUIPT{EI{T:
ACT]VITIES:
CHEII-I{ORTHERII'S SITE ACTIVITIES
lle performed concrete testing on 8-inch wall, 6rid Lines l, U through l{, Six cylinders ere
cast .
VERBAL COi.Ii,Ii'I{ICATIOII UTTH COTITRAC1OR, EIIGITIEER, ARCHITSCT, OI{I{ER
COPIEs: R,A. lle'l son & Associates. inc.J V A, Inc.; Gwathmey Pratt S;hultz Tor,m of Yai l; I
I
$andi R. Cody
FIELD OB5ERVER
Fred R. Cameron
APFROVEO 8Y
A3.t lrututl FFot.etlo_r- to -cll.n-!3, th! publ t-c .nd oqrrclv.ir rll r.portr .rG rubnltt.d r. th€ confld.nti.l Droparty of osr cll.nt.,, .ndr|rthorl a.t I on. for Publlcrtt-oo of tt.t.ltcit, Conclualonr or exti.ct. irqn or r.grrdtrg our f.portr l3 r.3crv.d icnilng-o,.f rrtttat| sFFr;vrl,srrnpl.3.irlll,!c_alltpo3.d qf rftci tattlng 13 contDlatcd unla.t othcr arrrngoents ric egrrcd to in rrlting. -
A ndnb.r of th. UM Sioup of cor|r.n{.r
CHEN-NORTHERN, INC.
@NS'LTIXG EXGII{EERS AIID SCIEIITISTS
REPORT OF CONSTRUCTION ACTIVITIES
T0: llE0l,l Enterprises JOB ltO. 4 l7B 93-3 DATE: ll-23-93Attn: Eustaquio Corti na
P.0. Box 3149Vail, C0 81658-3149 DAILy REP0RT t.lo. ZS SHEET I0F 2
PROJECI: Liftside Buildtng east of ttesthaven Drive and lfestin Hotel , South Frontage Road ltest, Vall, Colorado,
I{EAIHER C0NDITIOI{S At'10 TEiIPERATURE: Partly Cl oudy - 40 degrees F.
COI{TRACTOR'S COIISTRUCTIOiI ACTIVTTTES
PERS0ltt{EL: il/A
I'IAJ0R EQUIPIIEI{T: tUA
ACTIVITIES: l{one in these areas.
CHEI{.}IORTHERII'5 sITE ACTIVITIES
l{e arri ved on-site and conducted in-place nuclear density tests. See Sheet 2 for test results.
VERSAL COI,$IU ICAIIOiI II|ITH COI{TRACTOR, EI{6INEER, ARCHITECT, OTIi{ER
Ue reviewed density tests dated october 14, 1993 rith David Schrei ner. Test l{os. I and lA were
rni snarked and should have read "Grid Lines Y - 12.5". This area has not been built on and vrill be
retested when contractor has reworked this area.
COPIE5: R.A. llelson & Associates, Inc,;
J V A, lnc.; Gwatlmey Pratt Schultz; Town of Vail;l
II Brian Scanl an
I FIELD OBSERYER
Fred R. Cameron
APPROVED BY
A3 ! rlutl||rI prot.ctlon to cli.ntar th. public end our3alvcr, rll rrports t|.. rubfilttad.a3 thc cohfld.rtlll propcrty of our cll.nt5, .rdauthorl:.tlon.toi-publlcrtlon of .t.tdr..t, Csnclqtlon. o. Grtracti iror o. ..g.rdlm otrl rr!'ortt lt' rt3ervcd i.trdlng ogr $r.ltt r apDrov.l,s.|nP1.3_wlll_ba-dlsFoi.d of.ftcr tcstlrg l3 conplctad tl|rl.ss othar 6rrengcrnc-nts rric agrori to In rflting.A m3lbcr ot th€ ts!! group of coorp.nl..
CHEN.NORTHERN, INC.
co|rsu|.tlttc s elt*EERs At{o scrE ltsls
REPORT OF FIELD NUCLEAH DENSITY TESTING
At r rqturl Frotectlon to cl-lcntt. tha publlc.nd ours.lvca, .ll r.aFotti .r. tubmlttcd !t t6a contld.ntl.l property of orf cIl.nts.
and autftorlzrtlon tor publlcatlon of rtttarhnt. conclstloni or artrrc.t,3 frrr or fagrrdl.g our rcporltr ls rararvcd pcndlng o|rr rFlttan
rpproval. S.hplaa ylll be dl3posad ot.ttar tG3tlng lr coaTl.tatl unl.ri oth.r lrrangsncnt3 .r. .gr..d to ln wrltlng.
A fitr|bar of th€ M grotrg of coGp.nl.r
T0: llEcll Enterprises JOB tl0. 4 178 93-3 DATE: 11-23-93Attn: Eustaquio Cortina
P.0. Box 3149Vail, C0 81658-3149 DAILY REPoRT ilo. 25 SHEET 2 0F 2
PROJECT: Liftside Suilding, tast of l,lesthaven Drive and llestin Hotel , South Frontage Road l{est, Vail, Colorado.
5PECIFICATIOII COIIIPACTIOI{ & HATERIAI
l'lltllllttl REQUIREO II{-PLACE DEilSITY: 951 As DETERl,llilED BY: ASTII 0-698
C0llSTRlrCTI0ll COIITRACTOR: Stan lliller, Inc. TEST tOCATIOl{s UER€ SELECTED BY: Chen-t{orthern
IYPE At{D llUilBER 0F EARTH t0Vltl6 UI{ITS: l{/A
IYPE A]{D NUi|EER 0F ColttPACTIo UftITS: !l/A
l.lETHoD 0F ADDII{6 I,{OISTURE: l{/A
THICKI{ESS 0F LIFT: Unknonr
fit l,lgER 0F PASSES: As Required
TEST
N0.
LOCAT I OII
DEPTH OR
ELEVAT I OII
, ( FEET)
LABOJAIORI I Ell iLD
PERCEI{T
(RELATIVE/
il{xil.ruil)
OBIATIiED
SOIL TYPE
t'tAxItlurl
DRY
DEIIS ITY
(pcf)
0PT Il,lul.l
iIOI STIJR E
cof{TEflT
t*)
DRY
DEI{SITY
(PCF)
l|0IsTmE
cottTEltT
(x)
8
Grid Li nes
29.5 0 K
Grid Li nes
23gP
Fi ni shed
Grade
Fi ni shed
Grade
12t.8
1?1.8
1l .5
1l .5
116.3
IL7 .T
10.5
l1 .0
oq
96 Sandy Gravel Iy Clay
Sandy Gravelly Clay
FULL TIHE OBSERVATIOI{ X PARI TII,IE OESERVATIOI{
IHIS REPORT PR€SEI{TS OPINIOI{S FONflEO AS A R€SIILT OF OUR OSSIRVAITOIIS Of FILI. 9LACEI{EM. Ug HAVE NELIED OR THE COIITRACTOR TO
CoNTIiluE APPLYI]{G THE RECotl.lENOtO co}lPActlva EFFORT Al{D TOISIURE tO FILL DlrRIitG tHE tlllEs UHEI{ dJn oBSElv€R lS !{or O6SEAVIRG
OPERATIONS. TSSTS ARE I.IAOE OF II{E FILL OiILY AS BELIEVED XECESSARY TO CALIERATE OUR OBSERVER'S JIJDGEMEflT. TEST OATA ARE IFT
'HE
SOLE BASIS FOR OPI'ITOI{S OI{ I{TIETHER IHE FILL I.IEE(S SPECIFICATIOI{S.
THE IIUCLEAR DEI{S0IiETER l,lETHoD 0F TESTII{G YAS USED Iil SUSSTAilTIAL ACC0R0A[{CE UITH ASTH 02992 Af{o 0301?.
PRELIt'llllARY 0BSERVATI0IIS Al{Dl0R TEST RESULTS VERBAILY REPORTED T0: Dave Schreiner
PR0GRESS REPoRT: Areas tested are being protected from freere by "cure blanket"
Finished grade is covered by one foot of "pea gravel".
COPIES: R.A. f{el son & Associates, Inc.:
J V A, Inc.; Gwatlmey Pratt Schultz;
Town of Vail;
Brlan Scanlan Fred R. Caneron
FIETD OBSERVER APPROVED BY
REPORT
CHEN-NORTHERN, lNC. I
cot{suLTlt{c EliGIl{EERs Ailo sclEl{Tlsrs I
oF coNcRETE TEST CYLINDER DAT
6tridh
tu#p
T0: uECil Enterpri ses JoB l{0. 4 178 93-3 oATE: 12-3'93
Attn: Eustaquio Cortina
P.0. 8ox 3149 SHEET I 0F 2
Vail, C0 81658-3149
pR0JECT: Liftside 8ui1ding, east of tlesthaven 0rive and t{estin Hotel , South Frontage Road Uest, yail, Colo.
PtACEt'iEllT L0CATl0ll: 6rid Lines P-5, L through Q to elevation 80'0'.
BATCH TICKET I NFORI'IAT IOI{
TRUCK t{0. 150
TIIIE BATCHED: 9: ?7 Al{
TICKET t{0. 010717
TI}IE ARRIVED: 9:41 Atl
SUPPLIER: tiestern ll'obl le. lllx DESIGII l{0. 39
.IlilE PLACED: 9:43 M-CU. Y0. LoAO/ACCUI|: ll?r
FIETl) TESTIIIG I IIFORI.IAT I OI{
IIIIE TEST TAKEII: 9:48 AM
JO8 SPECIFICATiO S:
SLUI.IP:
SL III,IP :
r r/2 Ilt.
4 I .
SAIIPLE TEI,IP:
AIR coilTE T: 5.0X
AIR C0tlTE[T: X
56'F AIR TEIIP: 23 T
YET Ut{lT IjEIGHT: 143.8
UATIR ADDED AT SITE 4 GAL.
CYLII{OER lIIFORI,IATIOl{
1,10. 0F CYLII{DERS; 6 CYLIIIDER S!ZE: 6"x 12' TII{E CYLIII0ERS CAST: 9:52 Ail YHERE CAST: on-Site
CURI 116 II{FORIIATION
II{ITIAL CIRE: on-Si te
DATE RECEMD AT LAB: 12-6-93
FITLD STORAOE FACILITIES
BY: l,lar* Jensen
Heated Jobsite Trai I er.
l,ltt{/lltfi: 70/73 degrees
AGE
OAYS
DATE
TESTEO
TOTAL LOAD
(L8s )
DIAI.IEIER
( Ir{cHES)
AREA
(sq rfl)
cot{P.sTR.
(Psr)
TYPE OF
FRACTURE
CYL IIIDER
UEIGHT
(LBs )
CYTIIIOER
UI{IT YEI6HT
(PcF)
7A
?84
284
?84
28A
H
H
l2-10-93
12- l0-93
12-31-93
l2-31-93
l2-31-93
12-31-93
130,500
135,000
6.08
6.05
29.03
28.75
4490
4700
conical
con/shear
DESTG}I STREI{GTH 45OO PSI O 28 OAYS
TESTS 8Y LABORATORY PERSOT{IIEI ARE It{ ACCORDA}ICE H]TH APPLICABLE ASII{ I'IETHODS' UIILESS OTHERUISE I{OTED
SOI'IE I}IFOR}'IATTON tlF TEST REPORT },IAY 8E PROVIDED BY OTHERS
REI.IARKS:lX ncn-cloride accelerator Yras added to ix-
Job sDeclflcation for this wall pour is 4000 psi-
COPIES: R.A. l{elson & Associates, lnc
Town of Vail; Llestern llobile;
J V A, Inc.; Gwathney Pratt Schultz Erian Scanlan BobbY J. HaYs
FTELD OBSERVER APPROVED BY
A6. il||tu.] protcctlon to cltcntsr thc publtc aod our.sGlv.r, .ll r".port3.t'. iubnlt-t.d .. th. confldl'ntlal pioP'rty ot
cllants. and ruthorlzitlon tor publlcrtlon ot 3tat.m.nts. - concl13lons or crtfrctt tro|n or iGgardlnq ouF F.F.rtt {3 r"'fv'c
p.hrpng our w?ittcn .pprov.l, slrnpl.r r.tll bc disto3ed "r .ttii-iilting ii"iitngiit.a unlecr ithrr irranscncntr !gr"d to
i"''Lll,ll':; thc EI! sroup or coriF.nl.t For' No' ctlEtl3A 6/el
CHEN.NORTHERN, INC.
collsulTl lil6 E]{GiNEERS Al{0 SCIEIITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: l'lECl'l Enterpri ses
Attn: Eustaquio gorti na
P.0. 8ox 3149
Val l, C0 81658-3149
PR0JECT: Liftside Bui ldin9,
J0s 0.4 178 93-3 0ATE: 1e-3-93
SHEET 2 OF 2
Frontage Road lJest, Yaii, Colo.east of llesthaven Drive and llestin Hotel 'South
PLACEI,IEI{T LOCATIOII :Grid Lines P-5, L through Q ts elevation 80.0'
BAICH TICKET IilFORI.IATIOI{
TRUCK ilo. 151
TIHE BATCIIEB: 11:02 A[t
TICKET 1{0. 01tJ7Z4
TII{E ARRIVED: 11:15 All
SUPPLIER: Uestern ilobi l e
l'llx DEslcl{ t{0. 39
ItltfE PLACED: 1l : 50 A}I-CU.Y0.LOAD/ACCiJI4: 7 I 56
FIELO TESTI I{6 l IIFORI.IATIOl{
IIIiIE TEST TAKEI{: 1l:55 Ai{
JOB SPECIFICATIO S:
SLUI.IP:
SLUMP:
3Ill.
4 I t{.
SAIIPLE TEi{P:
AIR COtlTEllI: 5. ?X
AIR COilTEtlT: 4-8X
5f 'F AIR TE P: 33 T
IIET Ul{I T IJEIGHT: 143.6
VATER ADOED AT SIT€ 5 GAL.
CYLIT{DER IIIFORIIATIOI{
I{0, OF CYLIIIOERS: 6 'CYLIIIOER SIZE: 6.'x I?' TII,IE CYLTHIIERS CAST: 12:OO IOON.UHERE CAST: ON.SitC
CIJRII{6 IIIFORI4ATIOI{
I l{ lTIAL CURE: 0n-5ite
OATE RECEIVED AT LA8: 12-6-93
FIELt) ST0RAGE FACILITIES: Heated
BY: l4ark Jensen l.llll/l,tAx
Jobslte Trai I er
A6E
DAYS
DATE
TESTED
TOTAL LOAD
(L8s )
DIA''IETER
( I]{CHES )
AREA
(sQ il{)
c01'tP. sn.
(Pst)
TYPE OF
FRACTURE
CYL IIIOER
YEI6HT
(L8s)
CYL ITDER
UI{IT I'EIGHT
(PCFI
7B
7B
e88
288
Z8B H
288 H
te-10-93
t?-t0-93
12-31-93
l2-31-93
12-31-93
12-31-93
130,500
130,500
6.04
(oa
28.65
?8.09
4550
4650
co'lumnar
col umnar
DESIGII STREIIGTH 45OO PSt O 28 DAYS
TESTS BY LABORATORY PTRSOI{IIEL ARE ]II ACCOROAT{C€ YITH APPLICABLE ASTI4 }IETHOOS UIILE5S OTHERI''ISE I{OTED
SOI{E IIIFORIIATIOil OF TIST REPORT IIAY BE PROVIDED 8Y OTHERS
REI,IARKS :tX non cloride accelerator was added to tltix,
Job soecification for this wall pour is 4000 psi
CoPIES: R.A. llelson & Associates, Inc
Town of Vail; Uestern l'lobile;
J V A, lnc,; Gnatlmey Pratt Schultz Brian Scanlan 9obbY J' HaYs
FIELD OBSERVER APPROVED BY
A3 a nutlrl prot.ctlon to cti.nt.. th. pub'llc .nd ouisslv!5. rll r.Portt rra a||brnft-t.d .3 th. confldlcntlrl Propcrty of
cll.nts. ,nd ruthorlz.t{on for publlcatlon of st.tem€nt*. conclurlon3 or.rtr.ct3 fron or r.g.rdln9 our raports l1-l:t:attl
;:;;i;;'J;-;ii;;; ;;il;;"i: Siiprii rrrr b. dispoi.d o? 6rt!r testlns r! corel.t.d unl.s3 oth.r lrr.he.tn.nt3 .sr..d to
in wrltlnq.A';lli;;";; thc E!! sroup ot complnl.l Fo' flo' cHElr3A 6/91
.,\.
I
CHEN.NORTHERN, INC.
co||st LTIilG EIGtrEEnS
^|D
SCIEI|TISIS
REPORT OF CONSTRUCTION ACTIVITI
T0: HECII tnterprlses JoB ll0. 4 178 93-3 0ATE: ll-30-93
Attn: Eustaouio Corti na
P.0. Box 3149Vall, C0 81658-3149 OAILY REPoRT N0. 25 5HEET r 0F 1
PR0JECI: Liftside Eulldlng east of Uesthaven Drlve and llestin Hotel , South Frontage Road l,rest, VaiI, Colorado.
I.IEAIHER COIIOITIOIIS AIID TEIIFERATURT
COI{TRACTOR'5 COI{STRUCTIO}I ACTIVITIES
PERSOil[EL:
I.IAJOR EQUTPI,IEIIT:
ACIIVITIES:
CHEI{-IIORTHERII'S SITE ACTIVIIIES
Concrete tests uere perfoflEd on concrete pouned in Ual l Line 7, L to U to elevation 280. Six
cyl i nders uere cast.
YEREAL COililI'IIICATIOI{ UITH COTTRACTOR, EI{GIIIEER, ARCHITECT, OIJIIER
COPIES: R.A. f{elson & Associates, Inc.
J V A, inc.; Gwatt|t|ey Pratt Schultz To*n of Vail;l
I
Sandi R. Cody
FIELO OESERVER
Fred R. Cameron
APPROVED 8Y
A!. fitrtata i pr.t.ctlar to etlartr, th. pqbllc lnd ouE.!v.r, .ll raports .F. rsbmlttad 13 thG contld.ntl.l pl'op.tty of ou' cll'ttt!' 'ndlrthorlratton toi !{bltcrtlon of 3t.t'rfirt. co.clu!{orr oi .rtract3 iron op r.g."dtng our i.Fortt ii raffvro F.[d{ng osr $ltt'6 'Ppr'ov'
l '
iiiliii-iiii' uiii'o".lJ "7 iri""-iirtin9 tr cdul.t..r uhl..t oth.r arransrlrintt rio rsrerd to rn ffitlhs.
A n.r6.r ot th. HIH grosF of cqlp.nl.t
d'T',%€' nrr rnnr ?6 Gt||iililliEY ni
hfHl*lr+q.9
CHEN-NOHTHERN, INC.
cr tsuln lrc EIGI|EERS AltD sclEfTtsrs
REPORT OF CONSTRUCTION ACTIVITIES
IO:lltcl{ EnterDrisesAttn: Eustaquio Corti na
P.0. Box 3149Vail. C0 81658-3149
JoB ito.178 93-3 0ATE: 12-3-93
DAIIY REPORT !IO. 27 S]IEET I OF I
PR0JECT: Llftside Building east of llesthaven Orive and Uestin Hotel , South Frontage Road Test, Vall, Col orado.
UEATHER COIIDIIIOI{S Atl0 TEIIPERATIRE: Cloudy - Light 9now - 20 deEre$ F.
CO}ITRACTOR' S COIISTRrcTIOI{ ACTIVITIES
PERSOI{1{EL:
tlAJ0R EQUIPHE|{T: 100' Concrete Pmp, tlheel Barors, vibrators, Finishing Tools'
ACTMTIES: Contractor poured Grld Lines P-5, Lines L through Q to top 00.0', leveling
course at Stair Line A-?.
CHEN.I{ORTHERI{'S S ITE ACTIVITIES
lle sampl ed soncrete and tested for sltmrp, air oontent, unit Hei iht and t€mperature. 9e cast
tno sets of 6" x 12" test cyl i nders.
VEREAI COI,II'IUIIICATIOII IdITH COI{TRACTOR, EIIGTI{EER, ARCHITECT,
Oavid Schreinen nas i nformed of on-site test re8ults.
OUI{ER
GOPIE5: R.A. llelson & Associates, Inc.;
J V A, inc.; Gwattmy Pratt Schultz; Tovm of Vail; I
II Srian Scanl an
I FIELO OBSERVER
Fred R. Caneron
APPROVEO BY
A3. .tu!l protcctton to cllantrr thc publlc and out-ralvca, all F.poi-tr.r. robdlttrd.s tli. contlalantlal prop.Fty of out.cllaltts' 'ndrlthoFizrtlon for trbttcatlon ot rtetariant. cnnclu!'lon! o. rrtrrctt trqtt or rcgrrdrrg ou" rrpo"tr ii iiiiivce irnir"g ouF v'r'ltttt| 'EDrotrl '
iinJ iii-ii i i'-t: ajrporro ot.ttt; t.3tlr9 ti c.{@l.tad unl.3r o!h.F ernng*rrints ar. .gr.e.t to lr wt'ltlng'
A ftrtilar of th. {I! grntrP ot coflanlar
CHEN.NORTHERN, INC.
collsuLT I llc ElrcllrEEns AID sctEllTlsTs
REPORT OF CONSTRUCTTON ACTIVITIES
T0: ltECfi Enterprises JoB flo. 4 178 93-3 DATE: 12-6-93
Attn: Eustaquio Corti na
P.0. 8ox 3149
VAiI, CO 81658-3T49 DAILY REPORT NO. 28 S}IEET 1 OF I
pR0JECT: Liftside Butlding east of yesthaven Drive and tlestin Hotel , South Frontage Road llest, Yail, Color.do.
I,EATHER COllDITIOllS Al{D TEIIPERATLRE: Partly Cloudy - 30 degrees F-
COI{TRACTOR'S CONSTRUCTIOII ACTIVITIES
PERSOI{]{EL:
}IAJOR EQUIPI{EIIT:
ACTTVITIES:
CHEII-I{ORTHERII'S SITE ACTIVITIES
ue picked up tyo sets of cyl i nders cast on December 3, 1993 aod transponted thel to t]E
Glentrood Springs laboratory for storage and testing.
VERBAL cOf,ll'lull ICAT I oN UITH C0I{TRACTOR 'Et{GIIIEER' ARCHITECT' 0tirl{ER
COP IE5:
JVA,
R.A. llelson & Assoclates, lnc.
Inc.; 6rratlmey Pratt Sohul tz Torn of Yail;l
I
Brian Scanl an
FIELO OBSERVER
Fred R. Caneron
APPROVEO BY
A., ruturl ,rotcctlon to cllanti, th. pnbllc rnd ourrGlver,-all |.cports rra 3u!,t tt.d 13 tlrr contld'ntl'l ProP'rty of orr cll'nt'' rlt'l
au.rorizrtton lo,. pqbllc.tton 9t 3trt.o.nt. cohcluitonr o.- .rt.i.t i -ito", or r.g.r.tlng out ..poti.-il'iliiii icniini-"n|^ ttltt'n 'ppiov'l '
SdDor.. nttl b. dt.poi.d or .rt.i -iiifiii -
r r i!l'p]-.liJ unl.33 oth.r rrrrngenrintl .rc .gr.ed to in irltlns'
A trtdrb.r ot thc tsI! group of col|Drni.s
CHEN-NORIHERN, rNC.
coflsuLTIltc EIcI||EERS AID SCtEI|TtSTS
REPORE OF CONSTRU TION ACTTVITTES
TO! l,lEct'l Enterpriaes JOB O. 4 tZ8 93-3 OATE: 1Z-O-93Attn: Eustsqrio Cortina
P-o. Box 3149
VEil,, CO 81658-3149 DArLy nEpoRT lto. ?AA SHEET 1 oF I
PROJECT: Liftside Buitding east of tl€sthaven Drive and Uestin Hotet, South Ffontage noad Uest, Vail, Cotorado.
REPOR,T OF STRUCIWAL SIEEL
The A 525 botts ard setds xe|"e obeerved on tlro levets that had been connected prior to our vi6it.
Atl of the structural rclds on tevet 48,6,'115319r. nere fourd to br acceptabte betrreen Grid lines L
ard 0, 21.5 and 31, The bolts gere found to b€ acceptabte (srug tight) except at the fol,tor.ing
locations:
P-31 toose trot ts colum to be ard the anchor bolts rere nissing. O-25 toose botts bean to cot(f|n,
L-22.9 to L-2{ il 14 x 22 bean to #. 0.22.9 to 0-21.9- Berun to beam, 0-22.9 to o-e1.9 besm to
col.um, L-2?.8 bean to crhed, P.9-22.5 bedn to coturn and A-Zf.5 bean to b€an.
0n Level 59t ' O'tt64'3t' thc bolts rete acceptabte betneen crid Lines L to a and 21.5 ard 31 arrj the
Helds rere found to be g€ceptabt. except at F-26, thc U 14 x ZZ beam to the rall enbed ras nisslngI 5/16tr rctd on one side of the shen tsb.
Alt of the conrEcti ons thet did r6t m€t the job speeifications Here rErkld Hith rrhite paint ard
the general contrector and st$cmtractor rere infomEd.
Attach|nents,
coPIEs: R.A. Ietson & Associates, lnc-,Attn: l,lr. Rick Agate; I
J.V.A., lnc.; r
cHathmey Pratt Schsltsi I DarretL C. [uss Fred R. CanrroflI fIEtD OBSERVER APPROT'ED BY
Ar | fiuturl prot.ctlor to clfrtrt3r tlr. prbllc rnd our'.lv.a. rll r.paFti.r. rubaltt.d.r th. conftd.nt{rl propcr'ty of our cll.ht5r .nd
authoFlartlon for publ{catlon of rt.tdr.nt. Concl{3lorE or.xtr.acta fr.dh or r.g.rdlng our. F.toFt3 lt r.rarvad Pandlng our nt'{ tt.n .ppr'ov.l .
S.||lpl.3 irlll bc dirpo..d ot att.r t.rtlng l. cocpl.t.d snl.r3 oth.r' .ri.ng.fi.ntt rt..gFe.d to In wt.ltlng.
A |l.a6.r of the EI! group of codp.nl.3 rd ro' oclee../.1
L2/07/83 11:25 FAI 30H'{{ 0210
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ttffi l*p..s*,tr,*
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Cf,EN-N0RTHERN /r-+ GLID SPRINCS &onr
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mlrrsoffc trot?
FateJol J
EEfr. \
lS*tl!ilS'ra_--_
+flfir!.td
Aclil&bG I1dp' se++gl* ix.f f4rctear
futF-tilp*r&__nge rA. rr{ _
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L2/i7 /58 tl:25 *t,:::lt"::::CEEN-NORIEERN +.'.} GLI'D SPRINCS
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lgglltiosalf'\r't t
4- tz8'rs
f ernfrq.f ttgDrstroil rEr*l
-dgfiI
rtlnne$ Imprcttan,Inc.
cLllll?
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i
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CHEN-NORTHERN, INC.
COI{SULTIN6 EI,IGI I{EERS AI{O SCIEI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: l,lEctl [nterpri ses JoB tlo. 4 178 93-3 DAIE: 12-9-93
Attn: tustaquio Corti na
P.0. Box 3149 SHEET I 0F I
Vail, C0 81658-3149
pR0JECT: Llftside Building, east of llesthaven Drive and Uestin Hotel , South Frontage Road I'lest, Vail' Colo.
PLACEl,ltl{T L0CATIOI{: East 5l ab.
BATCH TICKET II{FORI.IAT IOII
rRucK [0. 102
TlllE EATCHED: 7:45 All
TICKET [0, 10760
TIiIE ARRIVEt): 8:00 Atl TIIlE
SUPPLIER: Uestern tlobi I e
ltIX DESI6I{ ll0. 44
PLACED: 8: 15 All-CU. Y0.L0AO/ACCUH:z8
FIELD TESTI I{G I I{FORIIATION
TII{E TEST TAKEfl: 8:20 Al{
JOB SPEC IFICATIOXS:
SIUHP: 4 l/4 lll..
SLUHP: IN.
SAI.IPLE TEMP:
AIR COitTEtlT: 5.4X
AIR C0tlTEt'lT: Z
65 OF AIR TEI{P: 38 "F
VET U}IIT UEIGHT:
UATER ADOEO AT SITE -- 6AL.
CYL I]{DER INFORI,IATIOI{
l{0. 0F CYLIIIDERS: 6 CYLINDER SIZE: 6"x 12"TIIIE CYLII{DERS CAST: I Al.l UHERE CAST: On-Si te
CURIilG I IIFORI.IATIO
It{ITIAL CURE: 24 hours
DATE RECEIVEO AT LAB:
0n-S i te
I Z-10-93
FIELD STORAoT FACILITIES :
BY: Dan ltei I I l'll ll/HAX
AtJL
DAYS
OATE
TESTED
IOTAL LOAD
(LBS)
D I AI.IETER
( Ir,rcHEs )
AREA
(sQ Il{}
cot'rP. sIR.
(Psr)
TYPE OF
FRACTURE
CYL IIIOER
I{EIGHT
(LBs)
CYL IIIDER
UIIIT YEIGHT
(PcF)
7
28
28
28
?8
le-16-93
l2-16-93
1-6-94
1-6-94
t-6-94
l-5-94
lll,500
112,500
6.07
o. u6
28 .94
29.03
3850
3870
shear
shear
OESIG STREI.IGTH 4OOO PSI O 28 DAYS
TESTS 8Y LABORATORY PERSONI{IL ARE I1{ ACCOROAI{CE VITH APPTICABLE ASTI.{ I{ETHOOS UI'ILEsS OTHTRUIST IIOTED
SOIIE IIIFORHATIO'I OF TEST REPORT HAY BE PROVIOED BY OTTIERS
RTiIARKS:
COPIES: R.A. llel son & Associates, Inc.;
Tonn of Vai'l ; l{estern llobile;
J V A, Inc.; Gwathmy Pratt Schultz;Dan l{eill SobbY J. HaYs
FIELD OESERVER APPROVED 8Y
A. a m{turt prot.ctlon to cll.nt3. th. public rnd o|,rs€lv€s. !ll rcAorts rra 3stfiit-tad 13 th' coBfidJentlrl Prop'rty of
cllcnta. .nd .sthorlzrtlot| fof publlcetlon of 3t!tem€nts. concluslo||5 or cttrrcts ft'ctor reglt'd{nE our r€ports l3 r'!'r'v'd
p.ndrns our ...6ten rpp,.ov. r. Siiiili-*iir-s"-fiip"-i"i'"r .rtJi-ijiii'i ti"iiipitt"a unr!s' ;th'r rr'!ns'n'nts 'EF 'd to
in riritths. Forrn {o. CME113A 6/91A member af thc !!! group of comp.nlct
CHEN.NORTHERN, INC.
c0flsulTlilG EflGilrEtRS AilD SCIEilTISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: llECll €nterpri ses JOB ll0. 4 1?8 93-3 0ATE: 11-18-93
Attn: Eustasuio Cortinap.0. Box 3149 SHEET i 0F I
Vail, C0 81658-3149
PR0JECT: Llftslde Euilding, east of Uesthaven orlve ard llestln ttotel , South Frontage Road tlest, Vail, Colo.
PLACEIIEI{T L0CATI0I{: l{al i s.
9ATCH TICKET II'IFORMATI0X SUPPLIER: |lEstern l{cbi I e
TRUCK fio. 150 TICKET ilo. 01-0604 llIX DESIG|{ l{0. 44
TIl,fE BATCHED: 12t43 Pll TIitE ARRIVTD: 1:00 Pll TIilE PLACED: 1:35 P[{-CU. YD. L0A0/ACCUI'|: 7
FlELD TESTIIIG I I{FORI.{ATI OiI
TIiIE TEST TAKEI{: ---
JO8 SPECIFICATIOI{S:
SL UI'IP
sLU P
4 Ll4 rjt.
I t{.
SAI.IPLE TE}.IP :
AIR COllTEt{I:4.9I
AIR COI{TE}IT: I
AIR TEI{P: -- 'F
UET UlllT !IEI6HT: ---
T'ATER AOOEI) AT SITE --. GAL.
CYLtIIDER Ii{F0RllATIotl
l{0- 0F CYLITIDERS: 6 CYLIN0ER SIZE: 6"x 12" TIt'lE CYtIttDERS CAST: 1:15 Pl4 UHERE CAST: on-Site
cuRili6 It{FoRflArI0l{I ITIAL CURE: on-site
DATE RECEIVED AT LAB: 1l-23-93
FIELD STORAGE FACI L ITIES:
BY: llark Jensen llltl/l'lAX
AtIE
DAYS
DATE
TESTED
TOTAL LOAD
(L8s)
DIA}IETER
( ||lcHEs )
AREA
(SQ IH)
COHP.5IR.
(PSI)
TYPE OF
FRACTURE
CYL ITIOER
1.'E I6HT
(L8s)
CYL I}IOER
UIIT YTIGHT
(PCF)
D
o
?s
28
28
28
l1-?4-93
I I -24-9 3
1Z-16-93
l2-16-93
t 2 - I5-93
t2- 16-93
109,000
112,500
171 ,000
151,500
157,000
162.0b0
6.08
5.99
6. 07
5.98
5. 98
5.98
?9 .03
28.t8
28.94
28.09
28.09
?8.09
3750
3990
5910
q?on
5590
5770
shear
con/shear
con/spl j t
con/shear
conlspi i t
con/spl t t
DESI6I{ STREI{GIH 4OOO PSI @ 28 DAYS
TESIS 8Y LABORATORY PERSONNEL ARE ItI ACCOROAIICE TIITH APPLICABLE ASTI.i I'I€THOOS UIILESS OTHERTIISE ITOTED
Sol,lE IllFoRl,lAIIot{ 0F TEST REPoRT l,{AY BE PR0VIDEII 8Y oTHERS
REIIARKS:
CoPIEg: R.A. l{el son & Associates, In6.;
Town of Vail; l{estern },lobile;
J v A, Inc. i qwattmey Pratt Schultz;Sandi R. Cody Bobby J' HaYs
FTTLO OSSERVER APPROVED BY
A3 a mutlrl prot€Et{on to clicnts, thc public
clientg, tnd lsthorl:.tlon lor publJc.tion of
pendlr|g our drittea rpFiov.l. Samplss ltill b.
in rri t I nq.
A m.rnber Af !h. !f! group ot comp.ni.'
.nd osria-lvca, .lI raport3
st.t.nc.t3. Codc lusJons ordl3rosld of aftcr' tcrtidg
lre slbmltt.d .a th. cotfldf.rtlal Prop.rty ot
astr.cts fro|s or ragafding tur rlPort3 tl farcrvtd
l3 comoletGd unleis othar arrrfigement6 agraao to
Fonr tlo. cMEll3A 6/91
CHEN-NORTHERN, INC.
COI{SULTIIIG EI{GITIETRS AIIO SC IEI{TTSTS
REPORT OF CONCRETE TEST CYLINDER DATA
A! . &sturl Frotactlon to cll.nti, th. publtc rnd oqF3.t!.a, all r.ports .4. .|rbtilttcd 13 thr calrfldl.ntJrl Prop.rty of
cltcrt!, and authorl2!tloh fof publlcrtlon of 3trta cnt3. conclurlont or axtrlcta from or rcgarding our icports tt r.tarv.d
p.rdlng_ou; lrrlttcn aFprov.l. S.|f,pl.r wltl bc di.po3.d of rftcr tcrt{ng la cohPl.t.d unlc5. oth.r fr.ng.'|tnt3 lsr'rr.cl to
ln wrltln.r-
A r;[;-;i th. EI! gro'rp ot comp.nles Forar No. cxEIt3A 6/91
T0: llECil Enterprlses JoB l{0. 4 178 93-3 DATE: ll-17-93Attn: Eustaquio Corti na
P.0. 8ox 3149 SHEET I 0f IVail, C0 81658-3149
PR0JECT: Liftside Euilding, east of l,lesthaven Drive and yestin Hotel , South Frontage Road ltest, Vail, Colo.
PLACEMEI.IT LOCATIOI{ :Ualls; P 5 thru on S - znd lift.
EATCll TICKET ItiF0Rt{ATIOll SUPPLIER: Yestern I'lcbi'le
TRUCK 1{0. 189 TICKET X0. 103 iltX D€stcl{ 0. 44
TIl,lE EATCHEO: 12:18 Pl,l TIiIE ARRIVEO: Tlt{€ PLACED: CU. Y0. L0AD/ACCUI,[: 7
FIELD TESTI I{6 II{FORTIATIOI{
TIITIE TEST TAKEI{: -.-
JOB SPECI FICAT I0l{S I
SAIIPLE TEIIP: AIR TEHP: --'F
SLUIiP: 4 It{. AIR C0t{T€t{T: 4.9S llET UiIIT llEIGflT: ---S[UilP; Il{. AIR COI{TEI{T: X i{AIER AODED AT SITE --- GAL.
ClLlNDER IIIFORI'IATIOII
N0. 0F CYLII{DERS: 6 CYLINDER SIZE: 6"x leo TII{E CYLII{DERS CAST: UHERE CAST: on-Slte
CURIlIG II{FORI,IATIOII
I]{ITIAL CURE: 48 hours 0n-Site FIELD ST0RAGE FACILITIES: ---
DATE RECEIVED AT LAB: 11-19-93 BY: l{ark Jensen llIl{/MAX
A6E
I)AYS
DATE
TESTED
TOTAL LllAD
(LBsl
OI AI.IETER
( $rcHEs )
AREA
(sQ ul)
co P. srR.
(PSr)
TYPE OF
FRACTURE
CYLINDER
YE i 6HT
(LBs)
CYL]IIDER
U]{IT UEI6HT
(PCF)
28
28
26
28
1l-24-93
I I -24-93
1?-15-93
l2- t 5-93
12-15-93
1Z- l5-93
102,500
99,500
138,500
143,000
t42,500
130.000
6.08
6. 06
5.99
6.00
6.00
5.99
?9.03
e8.84
28.l8
28.27
28.21
?8.18
3530
3450
4910
5060
5040
4900
shear
shear
con/shear
con,/shear
con,/shear
conlshear
DESIGI{ STREN6TH 4000 PsI e 28 oAYS
TESTS 8Y LAEORATORY PERSOI{I{IL ARE III ACCORDAIICE IIITH APPLICABTE ASTH HETHODS UI{LEsS OTHER}'ISE IIOTED
SOI.IE II{FOR}IATIOI{ OF TEST REPORT IIAY 8T PROVIDED BY OTHERS
REIIARKS: Location was provided by representatlve of R.A, l{el son & Associates.
COPIES: R.A. l{el son & Associates, lnc.;
Town of Vail; llestern f4obi I e;
J V A. Inc.i Gwattmey Pratt Schultzi Sandi R. Cody Bobby J. Hays
FIELO OBSERVER APPROVED 8Y
6^u**Wl-te$Hg$,fifl -q/-S td Slilllll{Xll --z'\o' Zfittrsllrs Z'SFWH
t66r 0tqCHEN.NORTHERN, INC.
@llslrLTlllc EltGIitEERs AttD sctElrTtsTs
REPORT OF CONCREIE TEST CYLINDE
lor f|ECl| Enterprises JoB tlo. 4 178 93-3 DATE: l2-14-9:tAttn: Eustaquio Cortina
P.0. Box 3149 SiIEET 1 OF 2
vai t, co 81658-5149
PROJECI: Liftside Buitdir€, esst of Uesthaven Drive ard ttestin ilotet, South Frontage Road l,rest, Vail, Colo.
PLACEI.IEII LoCAT It][: Etevator Uatts.
EATCll TICKET IllFORllATIOll SUPPLIER: frestern l,lobi [e
rRucK lto. 150 CKET tro. 10803 t{tx DESrc[ lto. 39
TIilE BAICIED: 9:28 A TII{E ARRIVED: 9:50 All TltlE PLACEo, 10:00 Ar'lc1r. YD, LOAD/ACSJ : 63
FIELD TESITNG I TOR'IATIOI{ SA PLE TET4P: 58 Of AIR TE'{P: 38 OF
Tlf4E TESI IAKEI: 10310 Al,l SLWP: 4 tll. AIR OoNTEIT: 5.4X HET Ufllr HEIGIIT:
JOB SPECIFICATIOilS: SLUI.IP: III. AIR OONTEIT: X IIATER ADDED AT SITE O 6At.
cYll[DER tFoRuATto[l
[O, 0F CYLIIDERST 6 cYLlflDER slZE: 5'rx 12" Ttl.l€ cYLIlloERs cAstr 10!20 A]l tlllERE CAST: orr'Site
cuRIilG ITFOn A OTIIIlItAL CURE: fletd Cure
DATE RECE IVED AT LABI
FIfl..o
BY!
STORAGE FACILITIES! Not Box
l{I1{/l.lAx
AGE
DAYS
DATE
TESTEO
TOTAI. LOAD
(L8s)
DIAIIETER
( tt{cHEs)
AREA
(sa tx)
c(I{P. sTR ,
(Psr )
TYPE O'
fRACTUR,E
OILINDER
lJE I CfiT
(LBs)
CYLI}IDER
untT l{EIGfil
(PCF)
7A
7A
z8A
28A
7l,A
28X
12-21-94
1?-21-93
t-11-94
1-11-94
1-11-94
1-11-94
138,000
143,000
6.03
6- 08
28.56
29.05
4850
4930
conirspt it
shear
oESIGl| STRE GTI 4000 PSI O E8 DAYS
TESTS BY LAEORATONY PERSOIIIIET ARE llt ACCORDAI'ICE I.ITTII APPLTCASLE ASTiI IIETIIODS UTILESS OTI{ERIIISE TOTED
SOfiE I IIfORI{AT I OX OF TESI REPORI I,IAY BE PROT'IDED 8Y OTHERg
REiIARKS:
CoPl€S: R.A. tletson & Associates. Inc.;
Tom of vail; gestem l4obi l€,'
J v A, lnc.i Grathney Pratt schuLtzi Dan Ieilt Bobby J.
FIEI-D OBSERVER APPROVED
Iays
8Y
A6 s mutu6l ,rot€oton lo client', tho public 6od our'elv.3, all .6portr .rt lubmittod €t th. oonlidi.tttiol p.opcrty of
cli6(lis, snd autho.iza(on Io( Oublicatioo o{ rtata{iant!. Coiolugion3 or oxllac|! lrorn gr rcCotding orrr rcpotL ia l.3.|vad
p.nding our w.itt.n spprovrl. S€mpl€a will b. dirpoa.d ot.fl6r t€lling ia oomplaLd uala.t olhat rtr.r'rgtr,n.t . .groad lo
ln writinq.
A m6mb.r ot tho t!!ts gtoup ol comp.ni.!Fo]m No. cMEl t3A 6/91
CHEN-NORTHERN, INC.
col{st LTl},tG E GnEERS A D SCIEXTISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: ilEC Enterpris€s J08 [O. 4 178 93-3 DATEz 12-14-93Attn, EustaSJio Cortlna
P.0. Box 3149 SI{EET Z OF 2
vai 1., C0 81658-3149
PRoJECI: Liftside Buitding, east of llesthaven Drive ard lrestin llotet, South Frontage ioad ttest, vail, Colo,
PlAcEllEllT LtCAT!o : Etevatop Hal[s
BATCII TIC(ET lllFORllAT loll SUPPLIER: ttestern liobi le
TRUCK [O. 150 ITCKET lro. 10811 fitx DEsrG[ lro. 39
TTilE BATCHED: 12:52 PN Tt E ARRTVED: I:05 PI.I Tt E PLACED: T,1O PI4 CU.YD. LOAD/ACCT$I: 56
FIELD TESTIIIG t 1{ FORT4AT T ON SAIIPLE TEI{P: 58 OF ItR TEHP: 42 OF
Tll,lE TESI TAKE : l:20 P STUIP: 3 3/4 It{. AtR c0 IEIT: 4.82 IGT UIIIT lrElcllT:
J08 sPEcI f ICAT lotls: sl-iff{P: lll. AIR CoilTElT: Z II TER ADoED AI SITE 0 Clt.
CYL I }TDER IIIFOR}IATIOII
Ito. 0f CYLIIIDERS: 6 CYLIIIDER SIZE3 6"x 12'. TlllE CYLIIDERS CAST: t:30 P!4 iJB€R€ CASI: on'Site
cuRlllc I [FmtiAT loll
IllTtAL CURE: 24 hours
DATE RECEIVEO AT LAB:
On-Si te FIELD
BY:
STORAGE FACILITIES: TTAi IEN
II ltl Ax
AGE
DAYS
DATE
TESTED
TOIAL LOAD
(LBS)
D I AI.IETER
( lNcHEs)
AREA
(sa I[)cottP. sTR .
(PSI )'YPE
OF
FRACTURE
CYLI IIDER
I'E I GIIT
(L8S)
CYLIIIDER
UIIT SEIG$'
(PCF)
78
78
e8B
288
288
28H
1?-21-93
12-21-93
1- 11-94
1 - t1-94
1-11-94
1-11-94
135,000
133,500
6.08
6.04
29.03
28.65
t 650
4660
shear
conlshear
DESIGII STREIIGTH 4OOO PSI A 28 DAYS
'ESTS
8Y LABORATORY PERSOIIIIEL ARE IiI ACCORDAXCE HIIII APPLICABLE ASTI.I I.IETHOOS UIILESS OTIIERI'ISE I{OTED
S{I'IE ! IIf ORI,IAT I OIT OF IEST REPORT I.IAY BE PROVIDEO 8Y OTIIERS
REilARKS:
coPIEs: R.A. lletson & Associates, lnc.;
Torn of Vail; gestern xobile;
J v A, tric.; GHath[Fy Pratt Schuttz;Dan llei t I Bobby J.
FIETD OBSERVER APPROVED
fl6ys
BY
' Aa a mutual proLction lo cli€nL, th. pubtio.,rd ourrolvda, 6ll reports rrr rubmittld !! lh. contidi.ititl prop€tty ol
cli€nt3, and sutho.i?ation for publia.tion of rtrtcrn€ntr. ConcluaigrE o, cxtaactr f.om o.l.qE.ding our Lporta i3 a..a,vad
p€nding our w'ittdr epprovd. S€rnpllr will ba dirposod of afta. la.dng i3 eompl.iod Unl6.! olhor arr.ngefircnl3 .g..ed 1o
in writing.
A m.mbe. ol th€ !!U gfoup of comp€ni€. Form t'lo. CM€113A O/gt
'Bl9303;:
f'1.u',
sr,
P*,;- $SY€ru
CHEN-NORTHERN, INC.
COI'ISULTII{G EI{GINEERS AI{D SC TEITTISTS
REPORT OF CONCRETE TEST CYLINDER
T0: ilECll Enterpri sesAttn: Eustaoulo Cortina
P.0. Box 3149Vail, C0 81658-3149
PROJECT: Liftside Bui lding,
JOB l{0. 4 178 93-3 DATL: t2-16-93
SHEET T OF I
east of llesthaven 0rive and I,lestin Hotel , South Frontage Road ltest, Vail, Colo
PLACEI,IEI{T LOEATIOI{ :51ab;lrest Side, Second Floon.
BATCH TICKET I IIFORI.IAT IOiI
TRUCK 0. t04
TII4E BATCHED: 9:51 AH
TICKET r{0. 10843
TItIE ARRIVEO: l0: l0 Alt
SUPPIIER: Uestern llobi le
t{Ix oEslefl !{0. 44
TI}IE PLACEo: l0:15 Al.l'CU. YD. LoA0/ACCUf'|:z8
FIELD TESTI I{G II{FORI,IATIOII
TIIIE TEST TAKEII: 10:25 All
JOB SPECI FICATIOI{S:
SLUtiP: 4 1/2 I l{.SLUflP: I lt.
SAI.IPL E TET{P :
AIR C0llTEM: 5.4t
AIR COllTEl{T: Z
58 T AIR TEIIP: 37 "F
IIET UIT I T I{E I 6HT :
WATER AODED AT SIIE O GAL.
CYL IIIDER I1{FORI'IATIO}I
t{0. 0F CYLIIIOERS: 6 CYLII{DER SIZE: 6"x 12" IIl,lE CYLII{DERS CAST: 10:35 All UHERT CASI: 0n-Slte
CURIl{G TNFORI,IATIOI{
INITIAL CURE: 24 hours 0n-5ite
DATE RECFMD AT LAB: 12-17-93
FtELO ST0RAGE FACiLIIIES: Insulated 8ox
BY: Oan l{ei ll l{Il{/tlAX
AGE
DAYS
DATE
TgSTTO
TOTAL LOAD
(LBS)
OI AI"IETER
( I flCHES)
AREA
(sQ Ill)
cot{P. sTR ,
(PsI )
TYPE OF
TRACTURE
CYL II{DER
IIEIGHT
(LBs )
CYLII{DER
UIITT U€IG}IT
(PCF)
7
28
aE!
28
28H
7?-2.3-93
t2-?3-93
t2,500
73,500
5.98
qqn
25.09
?8.09
2580
2620
shear
sttear
DESIGII 5TREfl6TH 4OOO PSI O 28 I)AYS
TESTS 8Y LABORATORY PERSOIII{IL ARE ]II ACCORDAI,ICE IIITH APPLICABLE ASTI{ I,ITTK}I}S UI{LESS OTHER!{IsE NOTED
50!48 I I{FORTIAT I OI{ OF TTST REPORT MAY 8E PROVIDED 8Y OTHTRS
REI.IARKS :
COPIES: R.A. t{elson & Associates, lnc
Town of Vail; hlestern llobile;
J V A, lnc.; Glratlmey Pratt Schultz Oan eill Sobby J. Hays
FIELD OBSERVER APPROVED BY
As . nqtual prot.ctlon to ellent3r th. publlccllent3, and authorizrt{on for rubllcatlon ofpendlng our wr.ltt.n lpprov.l. Srnplr3 ,{ll b.ln lrrltlng.
A hembar" of thc E!! group o{ codF{n{.!
ahd our3€lvci. rl I raportj
stat€h.nti. Conelu3{ona ar
cll sposcd of a:ft.r tcrtlng
.r€ 5{btlllttad .3 th. conltdi.ntl.l prop€rty of
axtract! froat of fcgrtdlng our FaForta 15 raaarvadl3 complct€d unlas6 othGr arrangcmont5 lgr€cd to
Fonr o. CtlEll3A 6/91
t. -
CHEN-NORTHERN, INC.
co]{suLT rc E[ctxEERs A{0 sclE[rlsrs
REPORT OT CONSTRUCITON ACTIVITIES
T0: EG Enterprises JOB HO. 4 178 93-3 DAIE: 1a-8-93
Attn: Eustaguio cortino
P.O, 8ox 3149Vait, C0 81658'3149 DAILY REPORT llo. 29 SHEET 1 OF I
PROJECI; Liftside Buitding East of tresthaven Drive ard ttestin tlotel, South FFosrtsge Road llest' Vait, Cotorl
The fittet retds H€re visual. ty observed or cotLfiE ard besrB €t Zin*or Fabrication Plant. Alt of
the Helds r.ere found to be acceptBbte and conformed to the shop drsrrings-
see attach€d sheet.
GoPIES: R.A. lletson & Associates, Inc,, Attn: ilr. nick Agatei
J V A, Inc.; G,HathrEy Pratt Schuttz; I
ToHn of vail, tttn: ilr. Dan stanek.' II Chsrtes geckha|r I I f red R- camrofirI -,-, ^
T0: EG Enterprises JOB HO. 4 178 93-3 DAIE: 1a-8-93
Attn: Eustaguio cortino
P.O, 8ox 3149Vait, C0 81658'3149 DAILY REPORT llo. 29 SHEET 1 OF I
PROJTCI; Liftside Buitding East of tresthaven Drive ard ttestin tlotel, South FFosrtsge Road ltest' Vait, Cotorado.
FIELO (tsSERVER APPROVED BY
AB r nutual protcctlon to cllertr, thc publlc lnd our3.1v.3, rll .cportr rr. 3uboltt.d rt th. confld.ntlrl ProP.r'ty of our cllcntt' rnd
authorlrrtlon foi publlcltlon of rtrtanrnt. Cor|clu3{ona or.rtrict3 tron or rcg.rdlng our rcportr Ii ralervad Pandlng osr iflttan rFprovrl.
S.hplc3 rlll bc dl3posad of.ft.i tartlhg l3 conplctad unl.rt otlr.r arrangancntr, !4. .gr€!d to {n wr{tlng.
A nqttber ol th. !!! trorp .f comprBl.r tdr t€' c'E!@r./'r
' 12l13/S3 07:60 FAI CSE:I{-NORITRN ++-l GLIID SPRII{6S
8 39rr:2ts2! ,t0
InsFsction lnc"urrusmrc rEt0m
tngel otl-
JEft ZlPrroc-
tCtr'-*'
r.on1-S!fl$--
ffie $tt-t(}
rue. €Plt
llFllr|irrllteglFLl+
6nor
tt''rs'4ft" AtE sr't-t2 . &Hrffidq--Jsg eel+'l
rud.[E q+!!t' rtr6r.'*rr^lrr IDE:dnnumjlcrr, .- 6q&.str!ltlcb-"r laalrqeg-
f,#rbl 9f!ur*frurefu mdtattlpta t*,-- --
|ndt]|rE.ffiirt!.B.tfl{?-* -.
$
Eg
al tlr+rfir*irrr
H $f;r fl
B EEEI
f$
g,$
E fii$l
I firI ft
frf
ET
D
d
$#
t re6i ttr *
t .14tt A tl
3 r&ll
{tlrltf deb Ctal4-
5 trmfr
b tilplt Jrt' tt^l+u
"t ted''h
B rgEI4 x s&ilf
I t"tg*t
lr t'"/fI.'BA x A f l{l.l"Jrt'
lo rlua-d-V
,,tgtzE tl
lz-ttrgr{tl
Eicli+TI
l3 ,t,ATA I
,"t ri4tf,t.ar't lI
rr
'-rnt:f-:r..--'.
dl"%f- lo* tnto €(t, rtr\r' !_- Pg e,r i..':..:Y 6
R"#*nu*r'g
Qro,rrd
CHEN.NORTHERN, INC.
CONSULTI ItG EI{GII{EERS AI{D SCIE}ITISTS
REPORT OF CONGRETE TEST CYLINDER DATA
T0: llECl.l
Attn
P.0.
Vai I
PROJECT:
Enterpri ses
Eustaguio corti na
Box 3149c0 81658-3149
Liftside Bui I di ng,
JOB 0.178 93-3 DATE: 11-30-93
SHEET 1 OF I
€ast of llesthaven 0rive and Uestin llotel ,South Frontage Road Uest, Vail, Colo.
PLACE}IEIIT LOCATIOT{ :llall; Line 7, L to hl, up to Elevation ?80,
BATCH TICKET lllF0Rl,lATIOil SUPPLIER: llestern l'lobi I e
TRUCK 0. t04 TICKET t'10. 0l-0688 IIX DESIG|! lr0. 39
TlflE EATCHED: 1l:41 Atl TlitE ARRIVE0T 1l:50 Al'l TII4E PLACED:12;15 Pi1-CU. YD. t0AD/ACCUt't; 7
FIELD TESTI}16 IIIFORI.IATION
TIIIE TESI TAKEII: ---
JOB SPECIFTCATIONS:
SLUllP: 3 3/4 Il{.SLUIIP: Il{.
SA}IPLE TTI.IP:
AIR COI{TEI{T: 4.9I
AIR COllTEt{T: 7.
-- "F AIR TEiIP: -- T
!,EI UI{I T }IEI6HT:
I'ATER AODED AT SITE -- 6AL.
CYTII{DER I}IFOR}IATIOIi
t{0. 0F CYLIT{0ERS: 6 CYLIIIDER SIZE: 6"x 12" TIl.tE CYIII{DERS CAST: 12:30 Pt'l }JHERE CAST: 0n-Slte
CURI I{G I ITFDRI'IAT IOI{
II{ITIAI CURE: On-Site FIELO ST0RAGE FACILIIIES:
OATE RECEMD AT tAB: 12-?-93 8Y: llark Jensen l,llll/l{Al
A6E
DAYS
DATE
TESTED
TOTAT LOAD
(L8S)
DiA}'IETER
( il,lcHEs )
AREA
(sQ il{)
COHP. STR .
(PSI )
TYPE OF
FRACTURE
CYLIIIOER
\TIEIGHT
(LBs )
CYL IIIOTR
UI{IT IJEIGHT
(fcF)
7
7
?8
z8
28
28
12-7-93
12- 7-93
t2-28-93
12-28-93
L2-26-93
L2-28-93
135,000
t3,,000
170,000
175,500
162 ,000
172.500 '
6.0?
s.98
5.9I
6.02
5.98
6.03
?8.46
28.09
28.09
28.46
28.09
28.56
4?40
4880
6050
6170
s770
6040
shean
snear
con/spl i t
conlspl i t
con/spl it
con/spl I t
DESIGITI SIREI{GTH --- PSI @ 28 DAYS
TESTS 8Y LABORATORY PERSOI{IIEL ARE II{ ACCORDAI{CE I.'ITH APPLICABLE ASTI.I MEIHODS UI{LESS OTHERI.'ISE I.IOTTD
SOI'iE INFORHATION OF TEST REPORT I.IAY 8E PROVIDED 8Y OTHEIS
REIIIARKS:
CoPIES: R.A. l{elson & Associates, Inc
Tonn of Vall: Uestern llobile;
J V A, Inc.; Gwathrcy Pratt Schultz Sandi R. Cody Bobby J. HaYs
FIELD OESERVER APPROVED BY
a3 . mutull orotaction to cllc'lts' tha public
clicnts, and ruthorltltlon for publlc!tlon ol
p.ndtng our- wFltt.n approval. Sarplls rlll b.
in liriting.
A .It€mb€r of th. !!! grorp of conprni€!
and oursclvai, .l l rcport!
ttatctrlent3. Conclscions or
dl sposGd of aftar tcitlnt
rr. 3ubmltt€d a3 th. confldlcnt{!l propcrty of
crtt".cts fron or rcgrrdlng our raportt i3 r€3"v'd
ii coftpletad unle33 othcr arrrngamant3 'gr'co Eo
Fonn |lo. cl'l€113A 6/91
dT^'%3 1'\r,I \9gA 'ZF IAN \Y'; 2o
R "sil''i*l'o $,q*---.-%ptCHEN.NORTHERN, INC.
CONSULTII{G EI.|GIIIEERS AIID SCIEIITISTS
REPORT OF CONCRETE TEST CYL|NDER DATA
T0: l,lECtl Enterrrises JOB l{0. 4 178 93-3 0ATE: 12-17-93Attn: Eustaqui o Conti na
P.0. Box 3149 SHEET f 0F tVall, C0 81658-3149
PR0JECT: Liftside Building, east of Uesthaven Orive and Uestin Hotel , South Frontage Road Uest, Vail, Colo.
PLACEI.{EIIT LOCATIOI{ :El evator Core at Lines A-2; Elevatioh 1110.
SATCH TICKET ttlFoRltATlot{ SUPPLIER: Uestern l.lobi le
TRUCK t{0. 119 TICKET t{0. 10866 ilIX DESI6I{ t{0. 39
TIll€ BATCHED: L2:32 Pl4 TII'IE ARRIVEO: TIf'lE PTACED: CU.YD.I0AD/ACCUI'I: 28
FIETO IESTI 116 IIIFOftI.IATIOI{
TII'lt TEST TAKET{: l:00 Pil
JOB SP€CIFICATIOIIS:
SLUMP
SLUt{P
4 rlz I .
ll{.
SAI,IPLE TE}IP:
AIR CO!{TEI{T: 5. ffi
AIR C0llTEilT: I
53 "F AIR TE}IP: 43 OF
UET UI{IT tJEI6HT: ---
I'ATER ADOEI) AT SITE -- GAt.
CYLII{DER IiIFORI.IATIOI{
t{0. 0F CYLIT{DERs: 6 CYLII{DER SIZE: 5"x 12" TIl,lE CYLIII0ERS CAST: t:10 Pl'l }fHERE CAST: 0n-Site
CUR I NG I I{ FORI.IAT I OIi
I1{ITIAL CURE: 24 hours 0n-Site
0ATt RECEMD AT IAB: 12-18-93
FIELD STORAGE FACILITIES: lleated Box
8Y: tlan l{ei l'l r,rIt{/tlAx
DAYS
DATE
TESTEO
TOTAI LOAD
(L8s)
D I AI.IETER
( rr'rcHEs )
AREA
(sQ ilr)
cottP .sTR.
(Pst )
TYPE OF
FRACTURE
CYLIi{DER
UE I6HT
(LBs)
CYLII{OER
UIITT f€IGHT
( PcF)
7
7
28
28
?8
28H
t2-24-93
L2-24-93
1-14-94
1- l4-94
1-14-94
1-14-94
137,000
139,500
6.05
5.98
28. 75
28.09
4770
4970
con /shear
con/shear
DESIGI{ STREI,IGTH 4OOO PSI O 28 DAYS
TESTS 8Y LABORATORY PERSOI{iIEL ARI IN ACCOROAI.ICE VITH APPLICAELE ASTiI I,IETHOOS U]{LESS OTHER}'ISE IIOTEO
SOi.IE I IIFORIIAT I OI{ OF TEST REPORI IiIAY 8T PROVIDED BY OTHERS
REI,IARKS:
COPIES: R.A. l{el son & Associates, Inc
Town of Vail; t'lestern l'lobile;
J V A, lnc.; Gwathrey Pratt Schultz Oan l{eill Bobby J. HaYs
FIELD OBSERVER APPNOVED BY
A5 | ruturl protectlon to cll.nts, th. p{bllc
cllcnt!, and authorlzatlon for publlcrtlon of
p.ndlng o{r |{r'ltt€n rpFroval. Sanplcs rill be
In wrl t i ng.
A 'n€Dblr ot th. !I! gl"ouP of coftpdnics
and ourga l v!5. alI r.part3
3trtcmahts. Conc'l u3lona ordlspoied of .fter tcatlng
a|.. iubmlttad a3 tha confldllntl.l Frop.Fty ot
oxtfact3 fro!| or ragardlng orrr r.portl la iaa'ia'd
lr cdnplatad unl.53 othar rrrlngci nts agraao to
for xo. Ct{€113A 6/91
f"'T%g inru lse4 e;
F""#$ffiHk.S
&rr,"o49YREPORT
CHEN.NORTHERN, INC.
COI{SULTIIIG EIIGTI{EERS AI{O SCIEI{TTSTS
oF coNcRFTE TEST CYLTNDER DATA
T0: llE0ll Enterprises J08 l{0. 4 t78 93-3 0ATE: 12-21-93Attn: Eustaguio Corti na
P.0. Box 3149 SHEET I 0F 1Vail, C0 81658-3149
PROJECT: Liftside Euilding, east of Uesthaven 0rive and t{estin Hotel , South Frontage Road Uesi, Vail, Colo,
PLACEI'|EI|T LOCATI0I{: Slab at C-21
BATCH TICKET II,IF()RI{ATIOII
TRUCK t{0. 104
TIl,lE BATCHED: 8:04 All
TICKET t{0, 1061
IIl,lE ARRIVED: 8:14 At{
SUPPLIER: Uestern ilobi 1e
llIX DESIGII l{0. B 4000 psi
TII{E PLACED: 8:30 Atl-CU. Y0. L0ADI IECU{:. 7 l7 l?l
FIELD TESTIIIG Il{F0Rl,lATI0ll Strl{PLE TEttP: 58 "F AIR lEtlP: 5 T
TIiIE TEST TAKEII: 8:46 Al,l SLUl,lP: 3 1/? Il{. AIR COilTEt{T: 5.8I UET UI{IT }|EI6HT: 140.0
JOB SPECI FICATI0IIS: SLU!'|P: Ill. AIR C0l{TEllT: I }TAIER AD0E0 AT SITE t0 6AL.
CYLIIIDER II{FORHATIOI{
N0. 0F CYLIT{OERS: 6 CYLI}IDER SIZE: 6"x 1?" TII4E CYLIIIDERS CAST: 8:56 Al'l UHERE CAST: 0n-Site
CURII{G IIiFORIIATIOI{
Il'lITlAL CURE: 24 hours 0n-Site
DATE RECEMO AT LAB: 1?-22-93
fIELO ST0RAGI FACILITIES: Inside lleated Building.
BY: Bobby J. Hays llll{/tlAx
AGE
DAYS
DATE
TESTED
TOTAL LOAD
(LBs)
OIA},IETER
( IilCHES )
AREA
(sQ iil)
COMP.sIR.
(PSr)
TYPE OF
FRACTURE
CYtIilOER
UEi6HI
(LBs )
CYLIIIDER
UTIT IIEI6HT
(PcF)
28
?8
28H
28H
i2-28-93
1?-28-93
1-18-94
l-18-94
I -18-94
l-18-94
93,500
102,500
6. t0
6. 09
29.22
29.t3
3200
3520
shear
shear
DESIGII STRTIIGTH 4000 PsI @ 28 oAYS
TE5TS BY LABORATMY PERSO}IIIEL ARE III ACCORDAilCE UITH APPLICABTE ASTI'I }.IETHODS UNLESS OTHERIJI5E ilOTTD
SOIIT II{FORI,IATIOII OF TEST REPORT IIAY 8E PROVIDED BY OTHTRS
REII{ARKS:lX non-chloride accelerator added to concrete.
COP1ES: R.A. flelson & Associates. Inc
Town of Vail; Uestern llobile;
J V A, lnc.; Gvathmey Pratt Schultz Carolyn Adarns Bobby J. HaYs
FIELD OD5ERVER APPROVED 8Y
Ar. nutu.l protcctlon to cl{Gnt3, th! publlc.nd ourlclv.s' rll r.poit3
cll6nt5. .nd authorltatlon for psblicatlon of at!tam€ntt. Conclqtlon3 or
p€ndlng our wrltt.n.Iprovrl. S.mpl.3 tilll ba dlspos!.| ot 6ftcr tcitlhg
in wrl t lng.
A m€r6c. of thc !!! group ot co.rp.nlct
!r. 3ub'|ltt.d et thc contld{.ntl.l prP.rty of
cxtrrcts {r€ttr or ragrldlng our t'atoft3 13 f't'rt'(t
ir compl.tad rrI.3r ath€r trrantadantt agr"d to
For|I tlo. cl'tEll3^ 6/9t
f'T%6"';nrir* ?
LffiHkTCHEN-NORTHERN, INC.
COIISI'IT IIIG ETISINEERS AIID SCIEI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: lt€CH Enterprl ses J08 l{0. 4 178 93-3 DATE: l2-a?-93Attn: Eustaouio Corti na
P.0. 8ox 3149 SHEET I 0F IVaiI, C0 81658-3149
PROJECT: Liftslde Bullding, east of Vesthaven Drive and gestln Hotel , South Frontage Road llest, ttail, Colo.
PLACEI.IEI{T LOCATIOI{ :Slab at C-3?.
BATCH IICKET I NFORI.IAT TOII
TRT CK 0. u9
TII{E BATCHE0: 9:55 A}l
TICKET ilo. 10897
Tltlt ARRIVED: l0:10 AH
SUPPLIER: lfestern llobi 1e
tlIX 0ESIGtl l{0. I 4000 Psi
TIHE PLACEO: l0:59 Afl-CU. Y0. L0ADIAECIN': 7l14l?8
FIELD TESTI I{6 I]{FORITATI OII
TIIIE TEST TAKET{: lt:10 Al,t
JO8 SPEC I FICATIOI{S:
SLUiIP: 4 3/4 lll.
SLUl,lP : Il{.
SAHPLE TEI,IP:
AIR C0l{TEtU : -- I
AIR C0NTEIIT: Z
50'F AIR TEIIP: 5 oF
LET UIIIT IIIGHTT ---
UATER ADOED AT SITE 8 CAL.
CYL IIIDER IT{FORt{ATIOl{
t{0. 0F CYLII{DERS: 6 CYL.IIIDER SIZE: 6"x 12" TIME CYLIII0ERS CAST: --- UHERE CAST: on-Site
CURII{G II{FORHATTOII
IiIITIAL CURE: 24 hours 0n-5lte
0ATE RECEIVED AT LAB: 12-23-93
FIELo SToRAGE FACILITIES: Inside Trailer
8Y: Carolyn Adarns l{Il{/ilAX
AGE
OAYS
DATE
TESTE()
TOTAL LOAO
(LBs)
DIAIIETER
( I l{cHES )
AREA
tsq lil)
c0f{P . sTR.
{Psl )
TYPE OF
FRACTURE
CYLIIIDER
VE IGHI
(tBs)
cYLil10€R
u[IT r,,fIGfiT
(PcF)
7
z8
28
28H
z8H
12-29-93
t2-29-93
i- 19-94
1-19-94
1-19-94
1- 19 -94
103,500
iol ,000
6. 06
O. UD
28.84
?8.7 5
3590
3510
shear
shear
OESI6iI STREI{GTH 4000 PsI 0 28 0AYS
TESTS BY LAEORATORY PERSOI'IIIE! ARE III ACCORDAI{CE I{IIH APPTICABLE ASTI'I I,IETHODS UI{IESs OTHERIISE I{OTEO
SOI.{E IIIFORHATIOII OF TTST RSPORT I'IAY 8E PROVIDEO 8Y OTHERS
REI.IARKS:
CoPIEs: R.A. l{el son & Associates, Ine.;
Town of Vail; llestern llobile;
J V A, Inc.; Gvrattfl€y Pratt Schuitz;Carolyn Adams Bobby J. HaYs
FIELD OESTRVER APPROVED 8Y
A3 a mqtu.l protactlon to cllenti, th. publlc
cll.nt5, lnd rsthorlzltlon tor' ptrbllcation of
pet1dlng our wrlttan .ppt-ov.'|. Sltnplct trlll be
ln |{rltlnq.A drbcr 6f thc !!! groug of coftr.nle!
and ours€lv€s, all raporttst.tqn nt3. Conc lu3ionr ordispo3.d of .fter t.sting
rr. s{bfiritt.d .. ti. cortldi.nt{ll pioP.t'ty of
artrrct3 tFo|i or raglrdlng our raportl ls r't'Fv'd
ls conolatad vnlat3 othar arrrngalitnts rlF 'o ro
Forn :lo. cl,|ell3A 5/91
tr"T"%le J*ti rgsq Z
B #iii-te$
S^ffi*ie***U
{rr.rr.,cP
CHEN-NORTHERN, INC.
collsuLT mc EIGI|EERS Axo sCt€ilTIsTs
REPORT OF CONSTRUCTTON ACTIVTTTES
I0: ECt{ EnterprisesAttn: Eustaquio cort ina
P.o. 8ox 3149
Vait, Co 81658-3149
PROJECT: Liftside Building east of
JoB ll0. 4 t78 93-3 DATE: 12-15-93
OAILY NEP(NI [O. 30 SHEET 1 OF t
llesthaven Drive ard lrestin llotel. south Frontage Road gestr VaiL, cotorado,
REPORT Of STRUCTURAI STEEL
The vetd that ras for.nd nissing and the botts that Hec€ fourd loooe duri rrg our Decelber 6, 1991tvisit rere reinspected srd ate nor acceptabte.
The 3/4f' A 345 botts ard the 5/1O, fittet rctds rere visuatty obeerved at elevstion 69'6't/74.9t
bet9een crid Lines o-S and 21-5-31. The bolts ard r,etds xere fo|.'d to be acceptable-
The 3/4.' prddte uetds and shear studs Here checked at elevation 48'6'r/53,9r' b€trcen Grid Lines 0-S
and 21.5-51. Ihe puddte relds rere fourd to be acceptabte hrt marv shear studs faited uhen they
rrere acoustical ty tested. Approxinately 20U of the strds broke off at the x€ld uhen stnxk sith
a hanmer. lhe studs uere reptaced dJring my visit ard rere €coLEticalty tcsted snd fourd to b€
acceptabte.
CoPIES: R.A. l{etson & Associates, lnc..Attn: r. Rick Agate;
J.V.A., lnc.;
GHatfuney Pratt Schul tr;Dgrrel. t fi(6s
FIELD OBSERVER
43. mutqrl protactfon to cllents. th. publlc and ourielv.r, !ll rcportt rr. gub|nlttcd at th. confldalt{{l
ruthoriz.tion lor Eubllcatlon ot ltrtencnt, corclusion3 oi erttacta froD of rctrt'dlng our rcport3 l3 rar.fved
S.rpl.r wtlt ba di3po3.d ot.ftar tcrtlng l3 cofiplct€d qnl.at oth.r..rrrng! ant3 !r.. tgraad to In }rrltlng'
A msnb€r ol thc tlf]! group of coopanlc.
property qf o|rr cilanttr and
pand'lrg our. ,iltt.tt apProvrl .
tdr r|). qf r.a 6/tl
.q-'r, {€!l| .Jt
L2rLlr'9l t2.9,G 303!220s?5
ULIIASTHTfi rlH}lT
Paps I of 7
no5 0t DEtluER 9a
nie$ Idspcctlon,Inc.
orc f,gri^,r lthnrcul, il.'
.Hb ZuquotL
P&.b.J&ff!*oon5141a4_qcn 4$!-tsM.e e.a.l8'7F-
tlFn.*{.F lt(5 bI. r-f Z
tHd.ma hraz
Hdm
slillHf,do *6 &e,a-_-_UF..rlnlta'+ lX=S ? ftr,t.t
*lrrlr**,+t*& A& m- U t#rS .thd"t c .
-
Wz+g #1.
ygggg1tl t*rr- &-_ttn' gN nt{"t"* a,^ ,
{
nnrfHlfioiffn
frd. ftrJ .t'af,'tt Altr&lld
$$I+!dt
.H
c
ig||f;I
I
fir
B l$f,$
t!
)
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Fiir
#t:6 l$
I $ZAl l* r. 'rlo ltct'NL
2 d ulyllv^r/4
3 lal?a. l't a*&
{lgf3 A t* <.^"-c.1"-l/
g ;3fta
^
ltl <n*_rlu.]/
b ftrsl lI z*i4,r'.,.'
7 24 e.--Jt--,/
I la?oA li| "r.,*.lt^?uJ ..,*rlrr.t/
tO tgc3 ,t r* ...--rl r..t/
f ..*of-.r/f
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h'.-,f,w-ta-&E-.-
12"t6/s& ":0e "il.:::#:" :ll;ii"ff"",;.'t'r sPRIIfcs Euoos/003
Inlpcctlon.Ing.Irffittg prrttcr,t ltttccrril if,Fonr
-------+d[
ltls
CLTlr|?
rscttle
tPtctFlGrtIql nt rlntclDttil t3l&'-6r'?z
fugtlP.*: lrrrr€
ttcltrrluS nfcm
rsr.--3nt-{. lrr rr r*--r4ruo*-1"*atclrsfl.-trlr rrrcfl
yq
iturgrnr wn. ar-^A, w. -h. !--g$--c* -t^wtt4!-
tw=1,1- cotl- DnoDs-ffilsf"Sg-**fu
EFilT
f,Rgr lllgtGglt!
tfrLUA?tqf
io. plrcEs rccrirt 1*
-
io. ptrcgi *twtA
,wrqMrrrw
.cLl${t nfit FttAL Autflilttt rilO ng$OilslttLtly Fu lxltrl8itltldf rtD
lcEf,"rticf, r lrrrltr?ro[ Efi'U't /tf,D f,lFg&?t'
-..-rd-
:
CHEN.NORTHERN, INC.
collsrnr {G El{GIr{EERs AID sclErllsls
REPORT OF STRUCTURAL STEEL
T0: l'fECl'l EnterDrl ses J08 1{0. 4 178 93-3 OAIE: 12-22-93
Attn: Eustaquio Cortina
P.0. Box 3149Vail. C0 81658-3149 DAITY REP0RT t{0. 31 SHEET l0F I
PROJECT: Liftside Euilding east of Lfesthaven Drive and Uestin Hotel , South Frontage Road llest, Vall, Colorado.
The shear studs at level , 59' 0t'/64t 3x, between Grid Line 21.5-31 and F-5 were acoustlcally
tebted with a harmer. All of the studs were found to be aoceptable. U.IJ.F. was in place
between F-S and 29-31. The pl acement ras in ascordance uith the iob site specifications.
td.ll.F. was being p'laced betvreen H-S and 21.5-20. There was snov on the netai deck and not all
the puddle nelds could be observed.
The A 325 bolts and fillet welds were observed at level 80' 0"/85' 3" betHeen 21.5-31 and F-S-
Bolts were found loose on K Line at 25.5 and 26. 0ther connectlons were found to be tight'
The welds on 4 beam to ernbed plates on L Line between 2?.9'24 were not full 'length. The bean
to ffibed olate at Grid Line 6 31 could not be welded per Zinrkor drawi ng E9 due to the locatisn
of the beam to ttre wall on 3l line and the two holes in the shear tab. The ambi ent temperature
at 10:00 All ras oo, I infornEd the Eeneral contractor and the erectlon crer the connecti ons
should be preh€ated prior to welding,
PR0GRESS REPoRT The structural engineef should be i nformed as to the condition of the connection at 6 31.
COPJES:
J V A,
R.A. l{elson & Associates, Inc,
lnc.; Gwathney Pratt Schultr
Darrel I Huss
FIELD OESERVER
Fred R. Cameron
APPROVED B}
Aa. nut{r'l proiection to clt€nts, thG publlc lnd ourselya3. .11 rcpor.ts .ra autfiltt€d t. th! contldantirl proP.rty of our ell'nt3' rrcl
luthorlrltton foF lubllcrtton ot etrts nt, conclusio113 or extracti _f"""_
". iigiiafng our r.portr is rat.rvcd ienitng-our wr{ttan.pProval'
iiiiii'j-" i i i"s. ii;po;;;;a.rt"r'i"i{tni Ir coctplet.d unlisc othcr o""angrlnr1tr rie agrced to in rtrlttns.
A'r€rnb.r ot thc U!! group of conprnie3
CHEN.NORTHERN, INC.
COIISULTIilG EIIG]IIEERS AND SCIEIITISTS
BEPORT OF CONCRETE TEST CYLINDER DATA
A3 o muturl prot.ctlon to cll.rt3, th. publlc .nd ours.!v.3, ill rcport3 .r.. sutmlttcd .3 th6 contldl.ntJ.l Fioprrty atcllonts, and arthorl!.tlon lor. Fubllcttlon ot 6tttonent3. Conclus.lons or iatitrlct3 fiom or rcEard{ng our report3 {i rercrvGdpendlng-our writt€n rpprov!1. S.hplrs t.tll b. dlrp.i.d ot aft.r t.stirg lr conpl.t.d unl.33 ;thor irrrngemlntr.gr.ed to
A memb€r 6t th. !!! group of cornplnt.s For No. CHE113A 6/91
CFct\
o\
z.
-)a'.->
L|.
T0: IIECI'I Enterprises JoB lio. 4 178 93-3 DATE: 12-16-93Attn: Eustaquio Corti na
P.0. Box 3149 SHEET I 0F I
Vai l, C0 81658-3149
PROJECT: liftside Buildinq, east of lJesthaven Drive and lJestin Hotel , South Frontage Road tlest, Vail, Colo.
PLACEI.IEI{T LOCATI ON :Slab;Uest Si de,Second Fl oor.
EATCH TICKTT I l{F0Rl'lAT l0fl SUppLtER: trestern l.tobile
TRUCK t{0. 104 TICKET 0. 10843 l, x DESIil tto. 44
TIME BATCIIE0: 9:51 Al'l TII'IE ARRIVED: 10:10 Alt Tt E PLACED:10:15 A -cu. YD.|-0AD/ACCUiI: zs
FIELD TEST]IIG I I{FORI,IAT I OI{
TIl'lE TEST TAKEI{: 10:25 AII
JOB SPECI FICAIIOI{S:
SLUIIP: 4 1/2
SLUI.IP:
IH.
IN.
SAI,IPLE TE}'IP:
AIR C0llTEtlT: 5.4%
AIR COl{TEllT: 7"
58 "F AIR TEI'1P: 37 'F
YET ul{lT UEIGHT: ---
!,ATER ADDED AT SITE O GAL.
CYL I NDER ] IIFORMATIOI{
tlO. 0F CYLII{DERS: 6 CYLINDER SiZE: 6"x 12" TIl.tE CYLINOERS CASI: 10:35 AH UHERE CAST: 0n-Slte
CURINC II{FORI"AT IOII
INITIAT CURE: ?4 hours 0n-Site
DATE RECEMD AT LAB: 12-17-93
FIELO STORAGE FACILITIES: Insulated Box
BY : Dan l{ei l l r'iltuMAx
A(,E
DAY S
DATE
TES TEO
TOTAL LOAD
(LBS)
D I At.tETER
( rlrcHEs )
AREA
(sq rir)
co P. sTR .
(PSI )
TYPE OF
FRACTURE
CYt II{DER
I'EIGHT
(LBs)
CYLII{DER
UIIIT UEI6HT
t PcF)
7
7
?8
?8
2A
z8H
t?-23-93
12-23-93
t-13-94
1- l3-94
1- 13-94
l-13-94
72,500
73,500
132 ,500
136, 000
lz9,500
130.500
5.98
5. 98
6.07
6.03
o.uo
6.08
28.09
28.09
?8.94
28. 56
29.03
?9 .03
2580
2620
4580
4760
4460
4490
shea r
shear
shear
shear
con/shear
con/spl i t
DES IGI{ SIREIIGTTi 4000 PSI 0 28 DAYS
]ESTS BY LABORATORY PERSOIIIIEL ARE III ACCOROAIICE UITH APPLICABLE ASTI'I I,IETHODS UNLESS OTHERI,'ISE IIOTED
SOI'IE I IIFORI,IAT I OII OF TEST REPORT I.IAY BE PROVIDED 8Y OTHERS
RE}IARKS:
COPIES: R.A. llel son & Associates, Inc
Town of Vail; Uestern lilobile;
J V A, Inc.; Gnathney Pratt Schultz Dan lleill Bobby J. Hays
FIELD OBSERVER APPROVED BY
CHEN.NORTHERN, INC.
COIISULTI I.IG EIIGIIIEERS AI{D SCIENT]STS
REPORT OF CONCRETE TEST CYLINDER DATA
A5 a mutuel protactlon to cllents, the publJc.nd our3elvG3r ell rcportt rr. subnlttcd a3 tha contldlentlll pr'opGrty of
cll.nts. .nd .uthorfzltlan for publlcatlon ol 3tatcmcnta, Conclu3lons or.rttact! tForn or reg.rding our t.ports t5 ra3.rvctlpendtng our wr.lttln .pproval. Sa|Dplca vrlll bG dlspos.d of.ftcr tcatlrg l3 compt.tGd unles3 other .rrrng€mcnt3 aEra.d to
A nehbcr ;t th! HIH group of complni.3 Forrn N,o. c Elf3A 6/91
T0: HECH Enterprises JOB N0. 4 178 93-3 DATE: 12-17-93Attn: Eustaouio Corti na
P.0. Box 3149 SHEET I 0F IVaiI, C0 81658-3149
PR0JECT: Liftside Bui lding, east of !,esthaven Drive and lrtestl n Hotel , South Frontage Road llest, Vail, Colo.
PLACEMEIIT LOCATIOT{:Elevator Core at Lines A-21 Elevation 1110.
BATCH TICKET I I{FORI.IATI O}I
TRUCK flo. 119
TIIIE BATCHED: l7:3? Pli
TICKET t{0. 10866
T]T|E ARR IVEO:TIME PLACED:
SUPPLIER: lfestern lilobi le
IX DESI6 0. 39
CU. YD. LOAD/ACCUI.I:28
FIELD TESTIIIG I ilFoRllAT I01{ SAi{PLE TEMP: 53 'F AIR TEiIP: 43 'F
TIIIE TEST TAKEII: l:00 Pttl SLUl,lP: 4 l/2 Il{. AIR C0NTEi{T: 5.0% yET UIIIT UEIGHT: ---
J08 SPECIFICATI0 S: SLUl.lP: Ill. AIR C0tlTEtlT: J( ITATER ADDED AT SITE -- cAL.
CYLI}IDER I I,IFORI'IAT I OII
1{0. 0F CYLITIDERS: 6 CYLII{DER SIZE: 6"x l?' TIIIE CYLITIDERS CAST: 1:10 PM IIHERE CAST: On-Si te
CI'|R II{6 I IIFORWITIOI{
IIIiTIAL CURE: 24 hours on-Site
DATE RECEM0 AT LAB: 12-18-93
FIELD STORAGE FACILITIES: Heated Box
BY: Dan l{ei I I ullt/t{AX
AGE
DAY S
DATE
TESTED
TOTAL LOAD
(LBS)
D I AI.IETTR
( rr{cHEs)
AREA
(sQ rx)
coilP . sTR.
(Psr)
TYPE OF
FRACTURE
CYLINDER
VEl6HT
(LBS}
CYL] NDER
UI{TT lIEIGHT
( PcF)
I
7
28
2B
28H
L2-24-93
12-24-53
I -14-94
1'14-94
1-14-94
1- l4-94
137,000
139 ,500
164,000
165,500
163 ,000
15?.000
6.05
5.98
6. 04
6.00
6. 04
5.99
26.75
28.09
28. 65
?8 .?7
28.65
28. l8
4770
4970
5t20
5850
5690
5390
con/shear
con/shear
shear
DESiGN STRENGTH 4000 PsI 0 28 DAYS
TE5TS BY LABORATORY PERSOI{NEL ARE ]I{ ACCORDAIICE I'ITH APPLICABLE ASTI'I I'IETHODS UNLES5 OTHERIIISE I{OTED
SOHE II{FORMATIOI{ OF TEST REPORT HAY 8E PROVIDED 8Y OTHERS
REIiIARKS:
COPIES: R.A, l{el son & Associates, Inc
Town of Vai l ; Vestern .Mobi le;
J V A, Inc.i Gwatlmey Pratt Schultz Dan Neill Bobby J. Hays
FIELD OBSERVER APPROVED BY
CHEN.NORTHERN, INC.
CONSULII iIG EI{6II{EERS AI{D SCIEI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As. nlrtu.l protcctlon to cllents, th. publlc rnd ours.'lvci, all r.ports ara aubmlttcd as the corlldl.ntlrl pFop.rty otcllents, 6nd cuthorlr.tlon for publlcltlon of stttananti, Conclt|alon! or Gxtrlct3 tr-om oi.aglrdlrg our frapoFt3 ls r^€3ervad
?;"illtr::: }rrltteh approval. s.hpl.s rlll b. dl3poscd ot.lt.r tc3tlng ls conpletod unlca3;th€. irrangenintr !gr€.d to
A |n€mb.r. ;{ the !l! group o.f eomprn{.3 Forrn tto. C!,tEll3A 6/91
T0: lftCx Enterprises JoB l{0. 4 t7g 93-3 DATE; l-7-94Attn: Eustaquio Cort i na
P.0. Box 3149 SHEET I 0F IVail, C0 81658-3149
PR0JECT: Liftside Buildlng, east of Uesthaven Drive and tlestin Hotel , South Frontage Road |lest, Vail, Colo.
PLACTI'IEilT LOCATIOII :A-1 Elevator stai rs
BATCH TICKET I I{FOR}IAT IOI{
TRUCK I0. 104
TIllE BATCHED: 12:51
TICKET 1{0. 0l-0968
TIUE ARRMD: 1:00
SUPPLIER: l,restern llobi le
r,rlx DESIGil N0. 8-4500
TIME PLAOED: l:28 CU.YD. LoADlACCUlil: 717/28
FIELD TEST1NG INFORI,IATION SAMPLE TEIIP: 66"F AIR TEI.IP: 35'F
TIl'tE TEST TAKEI{: l:33 SLUilP: 2-314 IN. AiR C0l'lTEt{T: 4.11 }JET UNIT |'|EIGHT:
JoB SPECIFICATI0I{S: SLUilP: 4 IN. AIR C0t{TEt{T:612 X I'IATER AD0ID AT SITE 15 6AL.
CYLITIDTR I}IFOR}'IATION
1{0. 0F CYLIT{DERS: 6 CYLIT{DER SIZE: 6"x 12" III'lE CYLITIDERS CASTr l:43 IIHERE CAST: On-Si te
cuR Il{6 I F0RilATI01{
INITIAL CURE: 24 hours
DATE RECEIVED AT LAB:
0n-Si te
1- t 0-94
FIELD STORAGE
BY: l,lJ
FACILITIES: Heated job site trailer
MI N/l,tAX 70
ACE
DAYS
DATE
TESTED
TOTAL LOAD
(LBs)
D ]AI.IETER
( il{cHES)
AREA
(sQ Irl)
coilP . sTR .
(PSI )
TYPE OF
FRACTURE
CYLINt}ER
},EI6HT
(LBs )
CYLINDER
UNIT IJE I6HT
(PcF)
2S
28
28
28H
28H
i-t4-94
t-14-94
2-4-94
2-4-94
2-4-94
2-4-94
128,000
124,s00
b. ud
5.98
29.03
28.09
44i0
4430
shear
shear
DESIGi{ STRENETH 4OOO PST @ 28 DAYS
TE5T5 BY LABORATORY PERSOT{NEL ARE IX ACCOROAT{CE I.I]TH APPLICABTE ASTM I,IETHODS UI{LESS OTHERUISE ]{OTED
SOI4E IIIFORI,IATIOIT OF TEST REPORT fiAT 8[ PROVTOEO BY OTHER5
REIIARKS:
1I non-chloride accel erator added to the mix concrete.
COPIES: R.A. l{el son & Associates, lnc
Town of Vail; llestern llobile;
J V A, Inc.; Gwathmy Pratt Schultz C. Adans Bobby J. Hays
FIELD OBSERVER APPROVED BY
CHEN.NORTHERN, INC.
COI{SULTIl{6 EI{GII{EERS AND SCIENTi STS
REPORT OF CONCRETE TEST CYLINDER DATA
A3. mutu.l prot.ctl6n to cll.ntt, th. pub'llc.nd our3.lve3, rll report3 .r'. subn{tt.d ri th. corfldl.ntlal proparty ot
cllcnts, lnd luthorilrtlon lor publlcatlon of st.tcnEntt. Concluslons or sxtr.act: froh or r€glrdlng our r'.porta l3 r€a.tvrdpehdlng our hrltt.r .pproval. S.lrlplca |{ll] bc dlrpo3.d of rftrr t.3tlng ir complat.d ur1.s3 othcr tr'Parg.fii.ttta tgrced to
A m.|'|b.r ;f thc E!!! group ol compnnlca Form tfo. CME113A 6/91
T0: l'lE0ll Enterpri ses JOB l{0. 4 178 93-3 DATE: 1-10-94Attn: Eustaquio Corti na
P.0. Box 3149 SHETT I 0F I
Vai l, C0 81658-3149
PR0JECT: Liftside Euilding, east of Uesthaven Drive and l,lesti n Hotel , South Frontage Road Vest, Vail, Colo.
PLACEIIEIIT LOCAT IOI{ :Floor slab for unit C-4?.
BATCH TICKET I NFORI,IATIO]I
TRUCK ilo. I89
TI|IE EATCHED: 8:49
TICKET NO. O] Og76
TiilE ARRIVED: 9:18 TIHE
SUPPLIER: l,lestern l'lobi le
r,ilx DESI6I{ r{0. 8-4000
PLACED: 9;25 CU.YD.IOAD/ACCIlr: 7 /14/28
FIELD TESTiI{G INFORI.IATIOII SAIIPLE TE}IP: 62"F AIR TEI,IP: 2O"F
TII'IE TEST TAKEI: 9:34 SLUl.lP: 4.0 I1{. AIR CONTEIIT: 3.91 tlET Ui{IT UEI6HT: 143.3
JOB SPECIFICATIOIIS: SLUHP: 4 It{. }lax AIR C0l{TEl{T: 3.0?( TAIER A0DED AT SITE GAt.
CYLII{DER I IIFORMAT IOI{
l'10. 0F CYLIIIDERS: 4 CYLIIIDER SIZE; 6"x 12" TI}IE CYLII{DERS CAST: 9:44 IIHERE CAST: 0n-Site
CUR] NG I }IFORI.IATIO}I
INITIAL CURE: 24 hours On-Site
0ATE RECEIVEO AT tAB: 1-11-94
FIELD ST0RAGE FACILITIES: Heated trailer8Y: C.A.[ilu]lAx
AGE
DAYS
DATE
TESTED
TOTAL LOAD
(L8S)
DIAI.,IETER
( TN0HES)
AREA
(sQ r|r)
COMP,sTR.
(Ps r )
TYPE OF
FRACIURE
CYLl NDER
},E I GHT
(LSS )
CYLINDER
UI{IT UEIGHT
(PCF)
.,
28
28
28H
Z8H
1-17-94
1- 17-94
2-7-94
2-7-94
2-7-94
z-7-94
113,500
110,000
5.98
5.98
28.09
28.09
4040
392 0
con/spli t
snear
OESIGI{ STRENGTH 4000 PsI @ 28 DAYS
TESTS BY LABORATORY P€RSOII}IEI- ARE ]tI ACCORDAIICE I'ITH APPLICABLE ASTM I,IETHODS UNLESS OTHTRIIISE I{OTED
Sollt I t{F0RlilAT totl 0F TEST REPoRI ilAr SE PR0VI0E0 BY oTHERS
REHARKS: l% non chloride are added to concrete. Samole obtained fron mixer truck.
C0PIES: R.A. Nelson & Associates, lnc.; I
Town of Valll lJestern llobile; I
J V A, Inc.; Gwatlmey Pratt Schuitz; I Carolyn Adans Bobby J. Hays
F]ELD OBSERVER APPROVED BY
S8N-ZEEB /L I F'T5I DE ID : 13t1547636t55 f[u
NETSON / LEEBConstruction Co. lnc.
PRorEcT l-lFr$rbF, _
QUESTI ON:/'.\ serrorr tq o$ S - tt €ftpus CortrcRE"Te EgtNb Fo'+qt'g*- -ftuttt ,,{6rdsf T:j\LE & tl,crx ,r1uJ,.. fttr$ tS
^
Aeef
,-AEoR ( Ft tet srclE "[PR-rcA Trod * kJ = tr; oqLD 9cr66es l-
PRIORITY: A, tltthin ?4 HoursB. t{tthin 72 Hours _C. lllthln I Ueek
-
DATE:
VIA:
I
-fgrr{ ,1 ?tistetEe rt'PE wilnauanrro,rJ F Alt$il-
gqs,:slgq -n] T?OOID€ csg'e IIT+CHED DRedlNtx$l
D^€r.tr- hrand fax transmittal ffi€rno 7671 t ot ptgor r /
* on*rvf 5,"G- S*t*-n"
Co. ,d<.4t J
fJrlE
6fi:*--Phona ,
F.r t I
RESPONSE: Do€ Ta Tu€ L4466, €(€v4,7 to^t c, qa*6€t Af n,l"t/
fco71.16 stEtu n{a fess / gL€. eH4r6€) /'a B€&<tuc 'sla414
N€. 1(6q,Jt/l€ toott-G JT€fr 7o B€ n4P( dJ' SHout^t
/.^) 5€cr to^t /7r/St, 4t '7tt 5 r€fJ r^ttrl 4N €11(4ttsn
sr€f of /!" oft GR€1r€4'ut,y€n€ 74€ (Hn'{6 € / J
€. (Eu4 | /o-r lJ 4e J J r44il /!o 4 vc ro 't /'4c€ rtal B{
;:;;|;'-u-no, n r*c t^'t4LL EErQ €€'^t 'o'-"l"to :: :'t:"::f o/\ r.Eu 1J'- - - -
u) t LL BE R€ a 'J t A6a tat t |tr
-i.u4 - ,ul'fE: ?".t!... , .J ro Btil|r r"o,juoo,io'.".':;; r rl,., T/4 5.r't E/,-t{-,rron !'4o'-t 'J r.r B€
tQ r ttQ .
^rtFtt.,t_ /l_JE(T/ot 'r/S/l S/r/,q.e Nat €^C
Dare: 8' tc ' 7s
eotV t€-tt P A'n474n47 f<arf 5elr1.7?.
oo
I. l\:,/
ifl
ae
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d
P
3F
Rtcl0 JAN .
CHEN.NORTHERN, INC.
n$CI JAN 2 I 1994 cor{sulrlNc Er{GIrlEERs ArlD sclEt{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: l'lECll Enterpri ses JOB t{0. 4 178 93-3 DATE: l-17-94Attn: Eustaquio Cortina
P.0, Box 3149 SHEET I 0F I
Vai l, C0 81658-3149
PROJECT: Liftside Building, east of lJesthaven Drive and ly'esti n Hotel , South Frontage Road tdest, Vall, Colo.
PLACEI,IE]IT LOCATIOI{ :llalls; staircore A at Elev. l0l
8ATCH TICKET lflF0RllATl0N SUPPLIER: Uestern l,lobile
fRucK i{0. 189 TtcKET t{C. 0l 1034 HIX 0ESI6 t{0. 39
TIll€ EATCHED: IZ:LZ TI}{E ARRIVED: 12:28 TIME PLACED: 12:40 CU.YD.L0AD/ACCUI,I: 65/65/13
FIELD TESTING ITIFORMTIOII SAI.IPLE TEI.IP: 66"F AIR TE}IP: 25"F
TIl,fE TEST TAKEI{: 12:47 SLUIIP: 2 3/4 I1{. AIR C0I{TE T: 4.51 llET UI{IT IIEIGHT: 139.4
JOB SPECIFICAT i0l{S: SLUlilP: I1{. AIR C0l{TEtlT: Z IIATER ADDED AT SITE GAL.
CYLINDER Il{FoRtlATIol{
ll0. 0F CYLII{DERS: 6 CYLII{DER SIZE: 6"x 12" TI}IE CYLINOERS CAST: 12:57 I{HERE CAST: 0n-Site
CURIHG ]i{FORI.IAIION
INITIAL CURE: on-si te
OATE RECEIVED AT LAB: 1-19-94
FIELt) STORAGE FACILITIES:
BY: BH l,ll N/I{AX
AGE
DAYS
OATE
TESTED
TOTAL LOAO
(LBs )
D IAI,,IETER
( Ir{cHEs)
AR EA
(sQ rN)
c0r.rP . sTR.
(PSI )
TYPE OF
FRACTURE
CYLINDER
tlE IGHT
(LBs )
CYL I]{OER
UlllT tlE I6HT
( PCF)
'l
7
28
28
28
28
1-24-94
t-?.4-94
?-t4-94
z-t4-94
2- 14-94
?-r4-94
127 ,000
123 ,000
6.08
6.08
29.03
29.03
437 0
4240
snear
snear
DESIGI{ SIRETIGTH 45OO Psi @ ?8 OAYS
TESTS 8Y LABORATORY PERSONNIL ARE II{ ACCORDAI{CE VIIH APPLiCAELE ASTI{ I.IETHODS UI{1E55 OTHERUISE NOTED
SotilE lllroRfiATl0tl 0F TEST REPoRT l'lAY BE PRoVIDEo 8Y 0THERS
REMARKS:lX non ch i ori de
COPIES: R.A. t{elson & Associates, Inc
Town of Vail; Vestern l,lobile;
J V A, Inc.; Gwatfmey Pratt Schultz Carolyn Adarns Eobby J. Hays
FIELD OBSERVER APPROVEO BY
Ar a muttral pr"otectlon to cltcrts, the publlc and ourselves, .ll raFort3 rr. 3ubmlttrd as the conlldlentlrl pFop€rty of
cll€nts, lnd asthorizatloh for publlcrtlol| of statemcnti. Concl{sions or extrrcts from or icgrrdlng ouY'r€porti l3 r€sarved
p.ndlng our written lpprov!1. Slmpl€s wlll be dl3posed of lfter t€stlng l5 conpl€t€d unle's oth.r .rrangem€ntt rgr€ed to
ln Fritl ng.
A rnedb.r 6f th. E!! group of complnles Foftd xo. cHErl3a 6/91
th"
CHEN.NORTHERN, INC.
COI{SULTI I{G E]{GINEERS A]{D SCIEIITISTS
REPORT OF CONCHETE TEST CYLINDER DATA
Ai. mutual prot.ctlon to cllrnti, thc public lnd our3€lvG., r'll reportt ara 3ubnlttad 6s thc confldlcntl.l proPcrty ofc1lent3, and authonlzatlon for publlcatlon of statc|ncnts. Conclu3lons or.xtract3 from or r€gardlng our raport! l! rcsarvcdpending our wrltt.n.pproval. Sampl€s rlll b. dl3Fossd of.ftar tc3ting ls comploted unl€s3 othar lFrang€ir€nts .gFe€d toiD HrJting.
A m€mb€t ot thc E!! group of conp.nl.s Forin tlo, CME113A 6/91
T0; llE0l't Enterprises JOB l't0. 4 178 93-3 DATE: l-20-94Attn: Eustaqui o Corti na
P.0. Box 3149 SHEET t 0F IVaiI, C0 81658-3149
PROJECT: Liftside Building, east of llesthaven Driye and Uestln Hotel , South Frontage Road llest, Vail, Colo.
PLACEI.IEl{T LOCATlOl{ :Slab-on-grade llechani cal Room
BATCH TICKET I l{F0Rl,lAT I0l{ SUPPLIER: Uestern llobile
TRUCK ll0. 104 TICKET tlo. 011063 MIX DtSIGlt flo. 44 w/fibers
TI}IE BATCHED: unknown TIl,lE ARRIVED: 9:50 TIIIE PLACED: 9:56 CU. YD. L0AD/ACCUI,|:
FIELD TESTIIIG ]NFORilATIOI{ SAI.IPLE TEIIP: 64'F AIR TEI.IP: 3OOF
TIIIE TEST TAKEN: 10:04 SLtll,lP: 4.0 IN. AIR C0l{TEllT: 6.6X }lET UilIT IIEIGHT:
JOB SPEC I FICATI0i{S: SLUttlP: 4 Il{. AIR COtlTEl{T: 3 rnax i6 UATER ADDEO AT SITE 5 6AL.
CYLII{DER IIIFORI.IATIOI{
N0. 0F CYLIT{DERS: 7 CYLII{DER SIZE: 6"x 12" TIl.lE CYLINDERS CAST: 10:14 ITHERE CAST: On-Site
CURI N6 1 TIFORI'IAT IOl{
I]{ITIAL CURE: 24 hours on-Site
DATE RECEIVED AT LAB: 1-21-94
FIELD ST0RAGE FACILITIES: Heated trailer
BY: B. B.111N/MAX
A6E
DAYS
DATE
TESTED
TOTAL LOAD
( LBs)
DIAI'IEIER
(rNCHES)
AREA
(sQ rN)
co$rP . sTR .
(PSr)
TYPE OF
FRACTURE
CYL]I{DER
IJIIGHT
(LBS)
CYL IiIDER
UIIIT UEI6HT
( PcF)
7
FC 7*
28
28H
28H
r-27-94
r-27-94
L-27 -94
2-17-94
?-17-94
z-17-94
89,500
90,000
70,500
5.99
5.99
6.07
28.18
28. l8
28.94
3180
3190
2440
snear
shear
sneaf
DES IGI'I STREI,IGTH 4OOO PSI € 28 DAYS
TESTS BY LAB0RAToRY PERsol{t{EL ARE ltl ACC0RDAIICE I,ITH APPLICABLE AST}'I METHoDS UIILESS 0THERi,ISE I{0TED
soME INFoRtilATIot{ 0F TEST REPoRT MAY 8E PR0VIDED BY oTHERS
RE]'|ARKS: 1l( non chloride added.
* Thls cylinder was cured on site for six days with the concrete placed.
COPIES: R.A, l{elson & Associates, Inc
Town of Vai I ; tdestern ltlobi I e ;J V A, Inc.; Gwatlmey Pratt Schultz Carol yn Adams Bobby J, Hays
FIELD OBSERVER APPROVED BY
CHEN.NORTHERN, INC.
C()i{SULTII{G EiIGII.IEERS A}ID SCIEl{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As e mutual protectlon to cllcnts, th€ publlc lnd our3clv.3r !Il icport3 are iubmitt€d as the confldl€nti+l proParty of
cllants, and ruthDrlzltlon toi publ{catlon of statemant5. Concluslons or axtrrcts tronr or r€gardlng our report3 li rcacrvad
pendlng our wrltt.n.pprovrl. Samples wlll b. dlsposcd of rftcr tcrtlng ls cohpl€ted unlaat other lrrang.n€nts rgrted toln wrltlng.A ncmber 6f th€ !f! gro'rp ot cohp.n ies Forn No. Cf'lEll3A 5/91
T0: lfECl'l Enterprlses J08 N0. 4 178 93-3 DATE: t-?t-94Attn: Eustaouio Corti na
P.0. Box 3149 SHEET I 0F IVail, C0 81658-3149
PROJECT: Liftside 8ui1din9, east of llesthaven Drive and trlestin Hotel , South Frontage Road llest, Vail, Colo.
PLAgEI,IEI{T LOCATIOI{ :Staircore Al at elevation 111.
BATCH TICKET I llF0Rl-lAT ION SUPPLIER: lJestern Mobile
TRUCK fio. 16l TICKET lio. 01 10a2 flIX DESIGI| t{0. 39
TItfE BATCHED: 1:05 TIME ARRIVEO: 1:15 TIME PLACE0: l:20 CU.YD.L0A0/ACCUilI 7l2ll21
FIELD TESTII{6 I I{FORMATIOII
TIME TEST TAKEII: 1: ?5
JOB SPEGI FICATIOIIS:
SLtli.lP: 3-1/2
SLUI,IP:
I .
Il{.
SAI4PLE TEI.IP:
AIR COl{TEllT: 5.1%
AIR CO]{TENT: %
57"F AIR TEHP: 45"F
l,lET UNIT IIEIGHT: 137.1
},ATER ADOED AT SITE 3 GAL.
CYLI},IDER IIIFORI'IATIOI{
N0. 0F CYLIT{DERS: 7 CYLII{DER SIZE: 6"x 12" TIl,lE CYLIIIDERS CAST: 1:35 l,tHERE CAST: 0n-Site
CURI l{G I NF0RttATIol{
IIIITIAL CURE: 24 hours 0n-Site
DATE RECEIVE0 AT LAB: l-22-94
FIEID STORAGE FACILITIES: heated trai'lerBY: F. P.l{rNi r'rAx
AGE
DAYS
DATE
TESTED
TOTAL LOAD
(LBS)
D]AI.IETER
(INCHES)
AREA
(sQ Il{)
co P. sTR.
(PsI )
TYPE OF
FRACTURE
CYL ]I'IDER
UE IGHT
(LBs)
CYLIT{DER
UI{ II UEISHT
( PCF)
7
1
FC7*
28
zd
28H
28H
1-28-94
1-?8-94
t-28-94
2-18-94
2- 18-94
?-18-94
z- 18-94
126,000
128,000
60. 000
5.99
5.98
6.06
28.18
28.09
28.84
447 0
4560
2080
s hear
snear
shear
DESIGT{ STREIIGTH 45OO PSI O 28 DAYS
TESTS BY LABORATORY PERSOTI EL ARE ItI ACCORDAilCE \.IITH APPTICABLE ASTI.iI I{ETHODS UI.ILESS OTHERUISE I{OTED
SOI.IE IIIFORI.{ATIOI{ OF TEST REPORT IIIAY BE PROVIDED BY OTHERS
REIiIARKS :l% non chl ori de added.* This cylinder was cured with concrete placed on site for five days. lle were i nofrflEd
that field cure test cyl inder may not have been in heated area of concrete placement,
C()PIES: R.A. Nelson & Associates, Inc
Tom of Vail; llestern l'lobi I e;
J V A, Inc.; Gwathmey Pratt Schultz Carolyn Adans Bobby J. Hays
FIELD OBSERVER APPROVED BY
6661 I i \;,
CHEN-NORTHERN, INC.
COIISULTI116 ENGI}IETRS A]{D SC] EI{T I STS
REPORT OF CONCRETE TEST CYLINDER DATA
As r mutual protectlon to cli€nts, the publlc .nd ourrelves, .ll raPorts.re subtnitted !s the confidientltl prop€rty of
ctr€rt3, .nd authortzrtton tor p!bttc6tion of st.tcments. Concluilans or cttrtcis fro|n or r.gardtng our r€ports 1:-I:.:lttdp€ndtng our rrittten.pproval. S.optrs wlrl be dlsposld ot .fter teeting l5 coftpl.ted uhless oth.r .rrang€inctrts t5F.co to
in Frl t lng.a memrer 6r the !l! g.oup of conpdnie! Fonn Nc. CMErr3A 6/91
T0: l'lECl! Enterori ses
Attn: Eustaquio Cort i na
P.0. Box 3149
Vail. C0 81658-3149
JOB tiO. 4 178 93-3 0ATE: 1-7-94
SHEET I OF 1
PROJECT: Liftside Building, east of lJesthaven Drive and l'rest i n Hotel , South Frontage Road Uest, Vail, Colo.
PLACEI.IEiIT LOCATIOI{ :A-1 Elevator stai rs
SATCH TTCKET IIIFORIIAT IOI{
TRUCK t{0. 104
TIIIE EATCHED: l2:51
T ICKET t'10. 01-0968
TIl,lE ARRIVED; l:00 TIIlE
SUPPLIER: llestern l,lohi I e
HIX DESI6T'| ilo. 8-4500
PLACED: 1:28 CU. Y0.L0AD/ACCutl. 717128
FIETD TESTIIIG I I{FORT.iAT iOI{ 5AI'IPLE TEMP: 66T AIR TEI.IP: 35"F
TillE TEST TAKEiI: l:33 SLUIIP: 2-314 ltl. AiR C0NT€llT: 4.1% UET UtllT UEi6HT:
JOB SPECIFICATI0TIS: SLUl,lP: 4 I . AIR C0NTE T:6+2 X VATER A0080 AT SITE i5 GAL.
CYLT OER IIIFORIIATIOI{
li0. 0F CYLIT'IDERS: 6 CYLIIIOER SIZE: 6"x l?" TIHE CYLIiIDERS CAST: 1:43 tlHERt [AST: On-Site
CURING I NFORI.IAT IOt{
It{ITIAL CURE: 24 hours On-Site
oATE RECEIVED AT LA8: t-10-94
FIELD SI0RAGE FACILITIES: Heated job site trailer
BY; ltJ MINIMAX 70
AGE
DAYS
OATE
TTSTTD
TOTAL LOAD
(L8s )
DIAI{ETER
( rilcHEs)
ARTA
(sQ rN)
COMP. STR .
(PSl)
TYPT OF
FRACTURE
CYL II{DER
l{E I OHT
(LBS )
CYL I IIOER
UI{I T IJE IGHT
(PcF )
7
28
28
?8
28H
28H
l-r4-94
i-t4-94
2-4-94
2-4-94
2-4-94
2-4-94
128 ,000
124 ,500
148, s00
160,000
159,500
159.000
6. 08
5.98
5.98
5.98
s.99
5.99
?9.03
28.09
28.09
28.09
28.18
?8. 18
4410
4430
5290
5700
5660
5640
snear
shea r
con/sp1 i t
con/sp1i t
con/spl i t
conl sp l i t
DTSIGTI STRII,IGTH 4OOO PSI @ 28 DAY5
TTSTS 8Y LABORATORY PTRSOI{NTL ARE IIi ACCOROANCE !IITH APPLICABLF ASTIl METHODS UIIITSS OTHERI,IISE I{OTED
SOI.IE II{FORIIAIIO OF TEST REPORT I,{AY 8E PROVIOED BY OTHERS
REI'IARKS:
l?6 non-chloride accel erator added to the mix concrete.
COPIES: R.A. llel scn & Associates, Inc,;
Town of Vail; hlestern Mobile;
J V A, Inc.; Gwathmey Pratt Schultz;C. Adams Bobby J. Hays
FIELD OE5ERVER APPROVED BY
CHEN.NORTHERN, INC.
COIISULIIIIG EIIGIIIEERS AflD SC IEI{IIsTs
REPORT OF CONCRETE TEST CYLINDER DATA
A3 a muturl protection to clients, th. Fubllc lnd ourr€lv€3, .ll r.ports lre 3ubnltt€d !e the confldientl.tl Prop€rty of
cti€ntE. 6nd arthorlration loF publlcrtlon of stitemcnts. Corclu3ions or €rtr.ct3 troit or r€gardlng our reports ls ro3.rv€d
p€nding our written approval- Srmples uill bc dlBposcd of .ftcr t€stlng l! conplcted unless otheF lrr.ng.m.nts .gr€.d to
A nernb€r ;r the !-!! gro'rp of comp.nres Fonn No. cME113a 6/91
T0: M[Cll Enterprises JOB N0. 4 178 93-3 DATE: 1-10-94Attn: Eustaqui o Cort ina
P.0. Box 3149 SHEET 1 0F 1Vail, C0 81658-3149
PRoJECT: Llftside Bui]dinq, east of l{esthaven orive and l{esti n Hotel , South Frontage Road llest, Vail, Colo.
PLACEIIITIT LOCATIOII:Floor slab for unit C-4?.
BATCH TICKEI I NFORI.IAT IOI{SUPPLIER: |lestern l.lobi I e
tllx oESI6N N0. 8-4000
PLACED: 9:25 CU. Y0. L0AD/ACCU|,|: fl14/28
TRUCK tio. 189
TII'{E EATCHED:8:49
TICKET tio. 010976
TIIIE ARRIVEO: 9: 18 T I I'IE
FIELD TESTIIIG lllF0RlAllOt{ SAI'IPLE TEI'IP: 62'F AIR TEiIP: 20"F
TII'IE TEST TAKEI{: 9:34 SLUl,lP; 4.0 ltl. AIR COI{TEi{T: 3.91 VET Ui{IT IIEIGHT: 143.3
JOB SPICJFICATI0IIS: SLUiIP; 4 ]lt. tlax AIR COI{TENT: 3.01 VATER ADDED AT SITE GAL.
CYLINDER INFORT,IATIOII
N0. 0F CYLII'IDERS: 4 CYLII{DER SIZE: 6"x 12" TIIIE CYLINDERS CAST: 9:44 I/HERE CAST: On-Slte
FIELO ST0RAGI FACILITIES: Heated trailer
lrI N/MAXBY: C.A.
CURII{G IiIFORI'IAIIOI{
Il'llTIAL CURE: 24 hours on-Site
DATE RECEIVTD AT LAB: 1-Il-94
AGE
DAYS
DATE
TESTE D
TOTAL LOAO
(LBS )
DIAI4ETER
( TNCHES)
AREA
(sQ rr{)
COMP . STR.
(Psr )
TYPE OF
FRACTURE
CYL I NOER
TIE IGHI
(LBS )
CYL]IIOER
UIIIT lilEI6HT
( PCF)
7
7
?8
a6
28H
28H
l-17-94
l-t7-94
2-7 -94
?-7 -94
2-1-94
2-7 -94
t 13,500
1 10,000
150,000
r47 ,500
150,000
152.000
5.98
5.98
6.08
5.07
5.98
5.98
?6.09
28.09
29.03
28.94
28.09
28.09
4040
39?0
517 0
5100
5340
5410
con/spl i t
snear
con/shear
con,/shea r
con/shear
shear
OESIGN STRE}IGTH 4OOO PSI @ 28 OAYS
IEsT5 BY LABORATORY PERSOiII{EL ARE It{ ACCOROAI{CE VlTH APPIICABLE ASTII IiIETHOOS UI'IIEsS OTHERVISE I{OTEO
SOI'|E I I'IFORI.{AT I OI{ OF TEST REPORT MAY BE PROVIOED BY OTHERS
REMARKS: 1% non chloride are added to concrete. Sample obtained from mixer truck.
CoPIES: R.A. Nelson & Associates, Inc.; I
Town of Vail; llestern Mobile; IJ V A, lnc.; Gwathney Pratt Schultz; I Crrolyr Adams Bobby J. Hays
FIELO OBSERVER APPROVED 8Y
o o
CHEN.NORTHERN, INC.
COIISULTI116 EIIGII{EERs AIIO SCIENT TSTS
REPORT OF CONCRETE TEST CYLINDER DATA
As. rtrutq.l protoctior\ to €ll€nt3. the Fubtic lnd ourrclv€.1 rl1 reports r.€ sub.nittcd as the confidienti.l Propertv ol
cll€nts, and luthort4tfon for publlcr!ian of st.t€mcnts. Conclu3ionEror eitracts from or re9!rdin9 our..porti it r€5€rved
p€lding our wrltt€4 npprov.l. iasple3' Hi'lt be di3pos.d ot lfter teeting is compl€ted unl€ss oth€r .rr.ngeo?nts .gf€ed lo
ln uri t I og,
A R|nb;r;f th€ tlIH group of coap.niet form No. s$€'t l3A 6,t91
T0: l,lECl.l Enterprises J08 ll0. 4 178 93-3 oATE: 1-26-94
Attn: Eustaquio Cort i na
P.0. Box 3149 SHEET I 0F I
Vail, C0 81658-3149
PRoJEET: Liftside Building, east of Uesthaven Drive and Uestin Hotel , South Frontage Road ltest, Vail, Colo.
PLACEI'IEI{T LOCATIOI{: Stalr core Al
EATCH TICKET Il{F0RlnTtOt{ SUPPIiER: tlestern Hobile
TRUCK t{0. 161 TICKET ilo. 0l 1099 lllx DESIGH tlo.
TIHE BATCHED: 10:27 TIIIE ARRIVED: 10:47 TIHE PLACEO; lt:00 CU.YD.LoAD/ACCUH:
FIELD TESTING II{FORI,IATION SAi'IPIE TTIIP: 65"F AlR TEI{P: 3O"F
TtllE TEST TAKET{: 1l:14 SLUIIP: 4.0 It{. AIR C0IITENT: 1 I UNIT IJIIGHT:
JOB SPECIFICATIONS: SLUIIP: Itl. AIR COI{TEI{T: X VATER A0080 AT slTE 6At.
CYLII{DER INFORI'IATIOII
N0. 0F CYL IiIDERS: 7 CYttNDER SIZE: 6"x 12" TII{E CYLIt{0ER5 CAST; 1l:24 I/HERE CAST; 0n-Si te
cuRIfl6 Il{FoRl,lAT tot{
I l{I T IAL CURE: 24 hours
OATE RECE I VTD AT LA8:
0n-5ite
I -28-94
FIELO
8Y:
STORAGE FACILITIES:
c. A.
heated tra i ler except
f,,ll N/I{AX field cyl
AGt
DAY S
DAT E
TE STED
TOTAL LOAD
(LBs )
O IAI'iETER
( I r.rcHEs )
AREA
(sq ril)
cot'tP. sTR .
(PSr )
TYPE OF
FRACTURE
CYL I!IOER
VE IGHI
(L8s)
CYt I IIDER
UIIIT I{EI6HT
( Pcr)
7
7
7*
za
2A
z8H
28H
2-2-94
2-2-94
?-2-94
?-23-94
2-23-94
2-?3-94
?-23-94
u6,500
l1B , 500
121,000
o.uf,
5.99
5.99
28.7 5
?8. 18
28. 18
4050
4 210
4290
shear
shear
con/shea r
DTSI6N STRINGTH 45OO PSI @ 28 DAYS
TESTS 8Y LABORATORY PTRSOIII{EL ARE III ACCOROANCI VITH APPLICABL€ ASII4 METHODS UNLESs OTHIRI.IIsE TIOIEO
SOIIE I}IFORHATIOI,{ OF TTST RIPORT TIAY 8E PROVIDID BY OTHERS
R[!4ARKS: LI non ch'loride accelerater added to inix.* Field Cure test cylinder was placed in area where concrete was placed (stair core A1 at elev.)
for 48 hours.
COPItS: R.A. ilelson & Associates. Inc
fown of Vail; l,restern l.lobile;
J V A, lnc.; &rathney Pratt schultz Caro'lyn Adams Eobby J. Hays
F]ELD OBSERVER APP?]VED BY
CHEN.NORTHERN, INC.
cot.|sulTIlt6 EncIt{EtRs A1{0 ScIE T I STS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: l,lEcl.l Enterprises JOB fi0. 4 t7B 93-3 DATE: l-ZB-94Attn: Eustaquio Corti na
P.0. 8ox 3149 SHEET I 0F IVail, C0 81658-3149
PR0JECT: Liftside Building, east of Uesthaven Drive and t{estin Hotel , South Frontage Road lJest, Vail, Colo,
PLACEfTEI{I LoCATIo : Slab at Unit C-52
BATCH TICKET IllF0RHATIOtl SUPPLIER: ly'estern l.{obi I e
rRUCK 0. 150 TICKET l{0. 01119 iltx DESIGil N0. 84000
TII'fE BATCHED: 9:?B TIiIE ARRIYED: 9:55 TlltlE PLACED: l0:18 CU. Y0. L0AO/ACCttll: 7/I4l2A!
FIELO TESTII{6 i t{ FORI'|AT I01{ SAIIPLE TEI'IP: 64"F AIR TEttP: 30"F
TIl.lE TEST TAKEII: !0:?2 SLUf,lP: 5 3/4 I1{. AIR C0f{TEl{T: 5.6% tlET UNIT IIEIGHT: 136.0
JOB SPECIFICATIOI{S: SLU}IP: I1{. AIR C0t{TEt{T: % I|ATER ADDEO AT SITI 6GAL.
CYL I IIDER II{FORHATIOl{
N0. 0F CYLIT{DERS: 7 CYLIiIDER SIZE: 6"x 12" TIME CYLIiIDIRS CAST: l0:3? UHERE CAST: On-Site
CURING IilFoRtlATI0t{
INITIAL CURE: 24 hours On-Site
DATE RECEIVED AT LAB: 1-29-94
FIELD ST0RACE FACILITIES; heated trailer
8Y: C. A. l4l N /HAX
DAYS
DATE
TESTED
TOTAL LOAO
(t8s)
D I AI{ETER
( TNCHES )
AREA
(SQ IN)
C0l,tP. STR.
(PSI )
TYPE OF
FRACTURE
CYLI tIDER
I.'E IGHT
(Lss)
CYLI TIOER
UNIT lifE I6HI
(PcF)
7
7
FC7
?8
t6
?8H
28H
?-4-94
2-4-94
2-4-94
2-25-94
z-25-94
2-25-94
2-25-94
9t,500
92 ,500
94.000
6.08
6.00
O. UJ
29.03
2A 27
28.56
3150
3?7 0
3?90
snear
shear
shear
DES IGI,I STRENGTH 4000 Pst 0 28 DAYS
TESTS BY LABORATOdY PERSONNEL ARE I1{ ACCOROAIICE I.'ITH APPLICAELE ASTM I',IETHODS UNLESS OTHER!'ISE NOTED
sOI.|E INFORMATION OF TEST REPORT I.IAY BE PROVIOEO BY OTHERS
REI{ARKS: 1% non chloride accererater added to this mix. Sanole obtained
from mi xer truck discharge.
Field cure cylinder near stair core south and Hest of unit C-52.
CoPIE5: R.A. l{el son & Associates, Inc
Town of Vai I ; Uestern I'tlobi I e;
J V A, Inc.; Gwathney Pratt Schultz Carolyn Adams Eobby J. Hays
FIELD OBSERVIR APPROVED BY
As . mutual protcctlon to cl{ents, the public .nd ourse'lves, rll r€ports arc aubt$itt€d as the confldienti.l prop€rty of
clients, rnd ruthorl:!tlon for publlcatlon of 3t.t.n.nt3. Conclusior|s ar €xtr.cts frorn o. rcg.rding our r.porta l3 reseFv€d
pendlng our wrltt.n rpprov.l. satnpl.3 nlll bc dlspos.d ol aftlr testlng li cMpleted uhl€ss oth€r lrr.nEcd.nts .gFccd toin writing.
A mendr€r of tha HIH arouD of con!.nles Form No. cf,iEt:.3A 6191
tl.,-,-.^ -
CHEN-NOHTHERN, INC.
COI{SULTIIIG ETIGI IIEERS AIIO SCIETITISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: llECll Enterpri ses JOB l{0. 4 178 93-3 IIATE: 1-31-94Attn: Eustaouio Cort i na
P.0. 8ox 3149 SHEET I 0F IVail, C0 81658-3149
PR0JECT: Liftside Building, east of !,esthaven Drive and llestin Hotel , South Frontage Road tlest, Vail, Colo.
PLACEI'IEIIT LOCATIO :Footing pads at grid lines 0 & P.6.
BATCH TICKET lt{FORllATION SUPPLIER: Uestern l,lobi le
IRUCK fio. 16l TICKET ilo. 011134 t'{rx 0ESI6|{ r{0. #39
TIl,lE BATCHED: 1:05 TIl,lE ARRM0: l:20 TIl,lE PLACED: l:54 CU. YD. LOAD/ACCUI{:
FIELO TESTII{G IIIFORI'IATION SAI,{PLE TEMP: 58"F ATR TEfiP: 5 "F
TIHE TEST TAKEN: 2:04 SLUIIP: 4 It.|. AIR C0llTEt{T: 6.2% lrET UNIT llEI6HT: 135.2
JOB SPECIFICATIOI{S: SLUMP: lll. AIR C0]{TENT: % I,,ATER ADDEO AT SITE GAL.
CYLINDER INFORI.IATION
ll0. 0F CYtll{OtRS: 7 CYLIT{DER SIZE; 6nx 12" TIME CYLIT{DERS CAST; VHIRE CAST: 0n-Site
CURI G II{FORI-IATIO
INITIAL CURE: 24 hours 0n-5ite
OATE RECEIVEO AT LAB: 2-2-94
FIELo SIoRAGE FACILIIIES: heated trailer
8Y: f. P.HIN/MAX
AGE
OAYS
DATE
TEsTIO
TOTAL LOAD
( r8s )
OIAIIETER
( l|icHEs )
AREA
(sQ rx)
COHP. STR.
(Psl )
TYPE OF
FRACTURE
CYLINDER
VEIGHT
(LBs)
CYL I]IDER
UNIT !'E ICHT
(PcF)
7
7
FC 7
?8
?8
28H
28H
?-7 -94
2-7 -94
2-7 -94
2-28-94
2-28-94
2-?8-94
?-28-94
107
102
10/
500
000
000
6.07
6.05
6.08
28.94
?s.75
29.03
3 710
3 550
369 0
shear
shear
shear
DESI6N STRITIGTH 45OO PSI @ 28 DAYS
TESTS BY LAEORATORY PIRSOI{I{EL ART II{ ACCOROANCE VITH APPLICAELE ASTI-I HTTHODs UI{LE5S OTHERIIISE NOTED
SOHE II{FORUAIION OF TEST REPORT IIAY BE PROVIDED BY OTHERS
REHARKS;1% non chloride accelerater added to nix.
Field cure cylinder placed with concrete on site.
COPIt5: R.A. llelson & Associates, Inc.;
Toxn of Vail; llestern llobile;
J V A, lnc.; Gwattmey Pratt Schultz;Carolyn Adans Bobby J. Hays
FIELD OESERYER APPROVED BY
As I mutual prot€ction to clilnts, th. public ind ourselvls, all report3 lre submitted et th. confldl.ntlal PropQrty ot
clients. lnd .uthoilzrtlon for publlcation of 3tat.n nt3. Conclu5lons or ert!'.cts from or reg.rdlng our r.portc ls reterv.d
pend'lng our r|rltt.n approvdl. S.nplcs },ill b. dliposcd of aft€r t.3ting ir cd|wlet€d unl.3s oth€r lt'ruhgc,i.tts tgr.ed toih wrlting.
A nslnber ;f the !l! group of companies Fofln No. ctl€11s4 6/91
,o
BAf,t l' 7 1::it,iri{\
CHEN-NORTHERN, INC.
COIISUTTII,IG EIIGI I{EERS AND SCTENTISTS
REPORT OF CONCRETE TEST CYLINDER DATA
To: [ECl4 Enterpfises JOB ito, 4 ,|78 93-3 DATE: lZ-14-93Attn: Eustaquio Cortina
P.0, Box 3149 SltEgT I oF 2
Vai l, C0 81658-3149
PRoJECT: Liftside Building, east of uesthaven Drive ard lrestin Hotel, South Frontage Road Hest, Vait, Coto.
PLACEIIEIT LoCATlo[: Elevatof !ta[ ts.
BATCH TICKET IIIFORI|ATIOI| $rPPtlER: Hestern i{obi te
TRUCK 0, 150 TICKET 1{0. 10805 rX DEsrGlt [O. 39
TIIIIE BATCHED: 9:28 AM TII{E ARRIVED: 9:50 AI.I
'ITIE
PLACED: 1O:OO A[CU. YD. LOAD/ACCUI.I: 65
FIELD IESTTNG TIFORI.IATIOI{ SAilPLE TEiIP: 58 OF AtR
'EI'IP:
38 OT
TIlilE TEST IAKEiI: 10:10 A|t| SlUilPr 4 lll. AIR CONTEIT: 5.41 t,ET UilrT UEIGflT:
JOB SPECIFICATTOI{S: SLUi{P3 II{. AIR CONTEIT: X IATER ADDED AT SITE O GAL.
CYL I iIDER I NFORI,IATIOil
tlo. 0F CYLINDERS: 6 CYLINDER SIZE: 6rrx 12" TIl.tE CYLIilDERS CAST: 10:20 trt{ tltlERE CAST: on-Site
CUR I ltc llrlFoRllATtolt
INITIAL CURE: Fietd Cure
DATE RECEIVED AI LAB:
FIELD
BY:
STORAGE FACILITIES: Hot Box
!ll tl/l,lAx
AGE
DAYS
DATE
TESTED
TOTAL LOAO
(LBS)
D IAI{EIER
fl[cHES)
AREA
(sq rN)
cotP.sTR.
(PSI )
TYPE OF
FRACTUTE
CYLI}IDSR
t{E I GHT
(LBS)
CYLIIIDERullr HEtclt'
(PCF)
7A
7A
e8A
28A
?8A
28H
17-71-94
12-21-93
1- 11 -94
1-11-94
1- 11-91
1-11-91
138,000
145,000
6.03
6.08
?8.56
?9.O3
4830
4930
conlspt i t
shear
DESI GII STREIIGTH 4OOO PSI A 28 DAYS
TESTS BY LABORATORY PERSO}IIIEL ARE IiI ACCORDAIICE !'ITH APPLICABLE AS'I.I iIETHOOS UIILESS OIIIERIIISE IIOTED
SOI'IE INFORXATION OF TEST REPORT I,IAY BE PROVIDED BY OTHERS
REI,IARKS:
COPIES: R.A. lletson & Associates, Inc.; ITorn of Yail,- llestern obile,. IJ V A, lnc.i G|,athmey Pratt Schuttz; I oan l,leitt Bobby J. HaysI FIELD OBSERVER APPROVED BY
As e mutu€l proloolion to olionts, th€ publio and ouirolvG, sll rcport6 ar6 aubmlllad as the confidiontial proporty ot
clienls, and 6uthori!6lion for publicgllon of statoments, Conclugionr or erdracls trom or rogardino our reporta is rorervgd
p€ndino our wrifton approval. 9ampl€ will b. dl6po3.d of rllar ta6ting ir clmplri€d unl6s6 olhar affangq/nanle agrccd lo
in wriling.
A m6mb6r of lh€ !l!l group of companieo Form No. CMEI 13A 6/91
o
CHEN.NORTHERN, INC.
co sulTmc EI|GnEERS A D SCI EltT I STS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: ilECli Enterprises JoB lto. 4 178 93-3 DATE! 12-14-93Attn: €ustaquio Cortina
P.0. 8ox 3149 SHEET Z OF 2
vai t, co 81658-3149
PRoJECT: Liftside Buitding, east of Uesthaven Drlve and lrestin Hotel, south Frontage Road ttest, vail, colo.
PLAC€l'lEllT LoCATlo : Etevator ltatts
BATCN TtcKET I ltFORftAT tol{ suppLtER: t estern obile
TRUCK lto. 150 TtcKET [0. 10811 IX DESTGX lto. 39
TlifE BATCHED: 12=52 PL TIllE ARRTVED: 1105 Pt{ TtlE PLACED: 1:10 PH CIr . YD . LOAD/ACCU : 56
FIELD TESTTNG t It FORI'IAT I cNI SAIiIPLE TEIiIP: 58 OF AtR TEilP3 42 OF
TltilE TESI TAKEI: 1:20 Pll SLUI{P: 3 3/4 r[. AIR CoxIElT: 4.8f ]ET t]ltl tJElct{T:
JoB SPECIFICATIo|{S: SLUI{P: ltl. AIR CONTEilTt % IIATER ADDED AT SITE 0 GAL.
CYLIiIDER I IIFORI,IAT I ON
tlO. 0F CYLIITDERS: 6 CYLI)IDER SIZE: 6"x ,|2'' TIIIE CYLIIDERS CAST: 1;30 Pl'l IIHERE CAST: Ch-Site
cuRl[G tirFoR ATI0rl
IIITIAL CURE: 24 hours
DATE RECEIVED AT LAB:
0n-Si te F IELD
BY3
STORAGE FACILITIES: Trai ter
t{m/ Ax
AGE
DAYS
DAT E
TESTED
TOTAL LOAD
(LBS)
D I AI.IETER
( mcHEs)
AREA
(s0 rx)
c0 P. sTR.
(PSt )
IYPE OF
FRACTURE
CYLIilDER
!,EIGHI
(rBs)
CYLIIIDER
UIIIT TIE IGH-
(PCr)
7s
78
288
288
zBs
28N
1Z-?1-93
1?-21-93
1-11-94
1-11-94
l -11-94
1 -11-94
135.000
153,500
6.08
6.01
29.O3
28.65
4650
4660
sneaf
con/shear
DEStGlt STRE GTfi 4000 PSI O 28 DAYS
TESTS BY LABORAIORY PERSONNEL ARE lN ACCORDATICE lllTll APPLICABLE ASTl,l !{ETHODS UIILESS OTl{ERlllSE 1{0TED
SON.IE I I{ FORI,IAT I OII OF TEST REPORT IIAY BE PRWIDED BY OTHERS
REl|ARKS:
COPIES: R.A. Ielson & Associates, lnc.; ITorn of Vail; llestern l,lobi te; IJ V A, Inc.; GHathrrey Pratt Schultz; I Dan ileil.t Bobby J. Says
I FIELD OBSERVER APPROVED BY
At a mulu6l protootion to oli6nt', the publio rnd our'olver,6ll Epodt aro submitt6d a6 th6 aon{idi€nliel prop.rty of
cli€ntr, and authorization lor publication ol stltamanG, Corrclusions or axtr€cts from or regerding our rcporls ie rerervod
pending oul writt.n spprovsl. Ssmples will b€ di.po6ed ol 6lt6r t€3ting is complctad unlesa othgr arrangem€ntr 6gro€d to
in wriling,
A mombgr ot th6 HIH group ot compsni6s Form No. CME113A 6/9l
o
leet t Z Clo0lld
CHEN-NORTHERN, INC.
CO}ISULTING II{6II{EERS ANO 5CIE]{T I STS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: tlECtl Enterprises JOB f{0. 4 178 93-3 0ATf: 12-9-93
Attn: Eustaquio Corti na
P.0. 8ox 3149 SHEET I 0F IVaiI, C0 01658-3149
PR0JECT: Liftside Building, east of llesthaven Orive and Llestin Hotel , South Frontage Road l,lest, Vail, Colo.
PLACEHET{T LOCATlol{: East Slab.
BATCH TICKET I I,IFORI4AT I OI{
TRUCK NO. 102
TI}{E BATCHED: 7:45 AM
TICKET flo. 10760
TI E ARRIVE0: 8:00 At{
SUPPLIER: 'l'lesterfl ilobi Ie
l,llx DEsl0t{ tlo. 44
TIiIE PIACE0: 8: l5 All-CU. YD.t0Atl/ACCUlt 28
FIELD TESTING It{FoRl4ATt0N SAf'IPLE TEI'IP: 65 "F AIR TEI'IP: 38 "F
TIt'tE TEST TAKEN: 8:20 Al'l SLUMP: 4 1/4 It{. AIR C0l{Tt]{T: 5.4fl UtT Ut{lT ll€IGHT:
JOB SPECIFICAT IOTIS: SLUHP: II{. AIR COI{TEI{T: fi I/ATER AOOED AT SIIE -- GAL.
CYLiNDER I ilFORHAT ION
tlO. 0F CYLIIIDERS: 6 CYIINOER SIZE: 6"x 12" TII'IE CYLIII0ERS CAST: 8:35 Al.l IIHERE CAST: On-Slte
cuR tNc It{F0Rl'lATl0t{
INITIAL CURE: 24 hour$
OATE RECEIVED AT LAB:
0n-S i te
12- l0-93
FIELD STORAGE FACILITIES :
BY: Dan Neil l l.'ll N/UAX
AGE
DAYS
DATE
TESTED
TOTAT LOAD
(L8s)
OIAHETER
( lt{cHEs }
AREA
(sQ ilr)
COMP.STR.
(Psr)
TYPE OF
FRACTURE
CYLIHOER
VE IGHT
tLBs)
CYt IIiDER
UNIT UEIGHT
(PcF)
I
7
28
28
28
e8
12- 16-93
12- l6- 93
1-6-94
1-6-94
t-6-94
1-6-94
111 ,500
ll2,500
6.07
6.08
28.94
29.03
3850
3870
shea r
shear
DESIGII STRENGTH 4000 PSI G 28 DAYS
TISTS BY LAEORATORY PERSONNET ARE IN ACCORDAI{CE IIITH APPLICABLE A5I'{ HITHOOs UIITESS OIHERI'ISE NOTEO
5O}1E IIIFORMATIOfl OF TEST REPORT MAY BE PROVIDED BY OTHERS
R EI.IARKS :
COPIES: R.A. t{el son & Associates, Inc.;
Town of Vail; l{estern l.lobile;
J V A, Inc.; Gwatfmey Pratt Schultz;Dan llejll Bobby J. HaYs
FIELO OBSERVER APPROVED BY
As a mutull protectlon to cll€ntr, th. publlc
cllehts, .nd.uthor{zetlon lor publlcltlon otperdlnt orrr Frltte|l rpgt^ov. t. S.,!pl.s t{l ll b€{n wFl t Ing.
A mehb€r o{ the El! group of comp.nlos
.nd oorsclv€., .l l rlport3
stltcmefitt. Concl ut lons or
dlspor€d ot .fter tcstlng
ar. rub.iltt€d .! th€ €onfldiehtl!'l proFGrty of
attracts trom or rcgardlog olr raPortt l3 r€3€rved
l3 conFl.tGd unlats oth.r ar^r.ngsnants agr.€d to
Forit No. c erl3A 6/91
CHEN-NORTHERN, INC.
GOI{SULTIIIG EI{GINEERS AI{D SCIETIT I STS
REPORT OF CONCRETE TEST CYLINDER DATA
As. 'rutual protectton to clJerrt5, thc publtc rnd our3.lves, rll r.porti rre strbmltt€d 13 th. confidl€ntlsl property ol
clienti! rnd ruthoil:.tion for publlcation of 3t.t€|nerts. Concluslons or Gxtr.acti trom or ragrrdlng our reportt l3 r€s€rv€dpending our wrlttcn apgroval. Srtapl€s wltt b€ dlsposed ot dfter tastlng is conFlet.d unl€ss othEr.rrangem€ntt agrecd toin w|lting,
A inernber of th. ElE group of complnles Forrn No. CMElr3A 6/91
T0: iIECM
Attn
P.0.
Vai l
PROJECT :
Enterpri ses
Eustaquio Corti na
Box 3149
c0 81658-3149
Liftside Bui l di ng,
JOB t{0.178 93-3 0AlE: 11-18-93
SHEET I OF I
Frontage Road Vest, Vail, Colo,easr of Uesthaven orive and \lesti n Hotel South
PLACEIIEiIT LOCATIOI{: tJalls.
EATCH TICKET Ii{F0RMATI0I{ SUPPLIER: lJestern iloblle
TRUCK N0. 150 TICKET t{0. 01-0604 t'{tx D€SI6|{ tro. 44
TIME BATCHED: 12:43 Pll TIIIE ARRIVEO: l:00 PM TIIIE PLACED: 1:35 Pl,l-CU. YD. L0AO/ACCUH: 7
FIELD IESTIiIG I NFORI.IAT I OI{
TIl,lE TEST TAKET{: ---
JO8 SPEC]FICATIOI{S:
SAI.|PLE TEMP : -- 'F AIR TEI.IP: -- "F
SLUtlP: 41/4 It{. AIR C0tlTEt{T: 4.9% t/ET Ul{lT ITIEIGHT:SLullP: Ii{. AIR COllTEt{T: X li,ATER ADDED AT SITE --- 6AL.
CYL ItiDER II{FORMAT I OII
tio. 0F CYLIIIDERS: 6 CYLIT{DER SIZE: 6"x 12" TIME CYLII{DERS CAST: 1:15 Plt UHERE CAST: On-Site
CURIT{G I I{FORI.IAT ION
Il{ITIAL CURE: 0n-5ite
DATE RECTMD AT LAB: l1-23-93
FIELD STORAGE FACIL ITIES:
8Y: llark Jensen lll N/tlAX
AGE
DAYS
DATE
TESTT O
TOTAT LOAD
(LBs)
DIAI.IETER
( r NCHES )
APEA
(sQ rN)
co P. srR.
(PS r )
IYPE OF
FRACTURE
CYL]IIDER
I.'E IGHT
(L8s)
CYLI'IDER
UNIT IJEIGHT
(PCF)
o
o
28
2A
28
a6
11-24-93
11-24-93
12-16-93
12-16-93
I ?-16-93
109,000
112 ,500
171,000
151 ,500
157 ,000
162.000
6. 08
5.99
6.07
5.98
5.98
5.98
29. 03
28. 18
28.94
28.09
28.09
28.49
3750
399 0
5910
539 0
5590
5770
shear
con/shear
con/sp1 i t
con/shear
con/sp1 i t
conlspl i t
DESiGN STREHGTH 4000 Pst @ 28 oAYs
TESTS BY LABORATORY PERSOII]IEL ARE ItI ACCORDA]ICE IIITH APPLICABLE ASTI'I I.IETHODS UHLESS OTHERI.,ISE NOTED
SOME I]{FORMATIO OF TEST REPORT IIAY BE PROVIDED BY OTHERS
REI.IARKS :
CoPIES: R.A. elson & Associates, Inc
Iown of Vail; Uestern l.fobile;
J V A, lnc.; Gwathmey Pratt Schultz Sandi R. Cody Sobby J. Hays
FIELD OBSERVER APPROVED BY
CHEN.NORTHERN, INC.
COI'ISULTII{6 Ei{GIXEERS AIIO SCI EI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
A., . mutuat prot.ctlon to clt!nt3, thc publlc rnd orrgelves, .'ll r.porti nr. suthltted.5 th. contldl.nttll proP.rty of
cllents, .nd authoFtultlon for publlcatlon of 3trt€ments. Conclusions or extrrcta trom or r.glrdlhg our r.Fortt !l-t?a!rv.dp€nding our wrlttsn approvrl. Samplcs rl11 b. dlrpos.d of.ft.r tcstlng l3 coaDl.trd unl.it othcr arrrng'dn nti agr..c to
in wr^iti ng.a ni,ir6ii 6t th€ !f! grooF of c.mrplni€. Form No. c$lEll3A 5/91
I0: i{ECl,l Enterprlses J08 ll0. 4 178 93-3 DATE: 1!-17-93Attn: Eustaqui o Corti na
P.0. Box 3149 SHEIT I 0F IVaiI, C0 81658-3149
PROJECT: Liftslde Building, east of Uesthaven Dlive and Uestin Hotel , South Frontage Road ltest, Vail, Colo.
PLACEfiEIII LOCAIIOII;ldalls; P 5 thru on S - 2nd lift.
BATCH TICKET ItiF0RllATIOt{ SUPPLIER: llestern ilobile
TRUCK NO. 189 TICKET IiO. IO3 I,IIX DESIGH IIO. 44
TIHE BATCHEI): 12:18 Pttl TIIIE ARRIVED: TIIIE PLACED: CU.YD.L0A0/ACCLil: 7
FIEID TESTII{G I IIFOR}IAT I O'{
TIl.lE TEST TAKET{: ---
JOB SPECIFICAT IOI{S:
SAI,IPLE TEIIP: AIR Ttl,lP:
SLUMP: 4 Il{. AIR C0t{TEt{T: 4.9X trET UNIT llElGHT: ---SLUMP: l1{. AIR C0I{TE]{T: X l,lATER ADDE0 AT SITE --- GAL.
CYLINDER INFORI.IAIIOI{
N0. 0F CYLIIIDERS: 6 CYLII{DER SIZE: 6"x 12" TIl,lE CYLII,IDERS CAST: UHERE CAST: On-Site
cuR I r'16 IilF0Rr,4ATIotl
TNITIAL CURE: 48 hours 0n-Sire
DATE RECEIVEO AT LAB: l1-19-93
FIELD STORAGE FACILITIES: ---
BY: tlark Jensen HII{/MM
AGE
DAYS
DATE
ttJtcu
TOTAL LOAD
(LBs)
D IAMETER
(tr,rcHEs)
AREA
(sQ rN)
colrP . sTR.
{ PSr }
TYPE OF
FMCTURE
cyU DER
IIE IGHT
(LBS)
CYTII{DER
UIIIT I'EI6HT
(PCF)
7
7
28
z8
28
?8
l1-?4-93
t 1-e4-93
12- l5-93
12- l5-93
12- 15-93
l2-15-93
102,500
99 ,500
t38,500
143 ,000
l4z ,500
138.000
6.08
6. 06
5qq
6.00
6.00
5.99
29.03
?8.84
28.18
28.27
?8.27
28. 18
3530
3450
4910
5060
5040
4900
shear
shear
con/shear
con,/shear
coni/shear
con/shear
DESIGI{ STREl{GTH 4000 Psl @ 28 OAYS
TESTS 8Y LABORATORY PERSOIIT{TL ARE III ACCORDAIICE I{ITH APPTICABLE ASTI,I I.IETHODS UI{LESS OTHERT'IS€ i{OTTD
SOME II{FORI'IATION OF TEST REPORT I.IAY BE PROVIDED BY OTHERS
REMARKS: Location was provided by representative of R.A- llelson & Associates.
COPiES: R.A. Nelson & Associates, 1nc.;
Tovrn of Vai I ; hlestern l,lobi I e;
J V A, Inc.; Gwattmey Pratt Schultz;Sandi R. gody Bobby J. Hays
FIELD ()ESERVER APPROVEO 8Y
,
'1,'-, '' -i
.a|'
CHEN-NORTHERN, TNC.
C0IISULT Illc EllGlllEERS AllD SCIEI'lTISlS
REPORT OF CONSTRUCTION ACTIVITTES
Io: f,lEctl Enterprises J08 llo. 4 178 93-3 DATE] la-15-93Attn: Eustaquio Cortina
P.o. Box 5149vait, co 81658-3119 DAILY REPoRT ll0. 30 SHEET 1 oF 1
PROJECT: Liftside Buitding east of tteathaven Drive and iJestin ilotet, South Frontage Road tJest, Vait, Colordo.
REFORT OF STRUCTURAL STEEL
The reld that Has found missing ard the botts that xere found loose during our Decerber 6, 1993
visit rere reinspected and are noH acceptabte.
The 5/4" A 525 botts ard the 5/16'r fitlet uel.ds uere visuatty observed at etevation 69'6ttl74'911
b€tveen crid Lines o-s and 21.5-31 . The botts and wetds lere fowd to be acceptable.
The 1/4r Fddte xetds and shear studs Here checked at elevation 48' 6n 153' gtt betHeen Grid Lines 0-S
ard 21.5-31. The puddte retd6 Here fotrd to be acceptabte but many shear atrds faited xhea they
Bere acousticalty tested. Approximatety 201 of the studs broke off at the reld Hhen struck vith
a hgmr|er, The studs xere reptaced during rny visit and tere acousticalLy test€d ard found to be
acceDtabte.
COPIES: R.A- Netson & Associates, Inc.,Attn: llr. Rick Agat€,'
J.V-A., Inc.;
Gxathmey Pratt Schut tr;Darrel [ ]luss
FIELD OBSERVER
Fred R. Cameron
APPROV€D BY
A3 r.lutuel prot.ctlon to clients, th€ publlc and ours€lv€s. .'ll reports rp€ submltted 13 th. confidenti6l Frop€rty of our cll.nts' rnd
{uthoriz.tia; for publlcatlon of strt€m€nt. Concluslons or e,(trncts irorn or regardlng our r€porti l! rcaervcd pending our wrlttclr rpprovrl '
Samples wtll bc disposed of after terting l3 conpteted unless oth€r .rr.ngem€nt3 lre rgrlcd to ln wrltlng.
A rnember of the [!! group of comprnl€s frxtt ro. orcro1 t/tl
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CHEN-NORTHERN, INC.
coilst LTI[G EilcIr'lEERs Alto scIEl{TIsrs
REPORT OF STRUCTURAL STEEL
T0: IfECM Enterprises J08 ll0. 4 178 93-3 DATE: lZ-?2-93Attn: Eustaquio Corti na
P.0. Box 3149Vaii, C0 81658-3149 0AIIY REPoRT 110. 3l SH€ET 10F I
PR0JECT: Liftside Euilding east of llesthaven Or'ive and l{estin Hotel , South Frontage Road t{est, Vai1, Coiorado.
The shear studs at level , 59' 0"/64'3n, between Grid Line 21.5-31 and F-5 were acoustically
tested with a hamer. All of the studs yrere found to be acceptable. U.|t.F. was in place
between F-S and 29-31. The placenrent was in accordance vrith the job site specifications.
l,l.!/.F. was being placed between H-5 and 21.5-?8. There v{as snow on the netal deck and not all
the puddle welds could be observed.
The A 3?5 bolts and fillet weids were observed at level ,O' 0"785' 3" betneen 21 .5-31 and F-S.
Eolts were found loose on K Line at 25.5 and 26. Other connecti ons were found to be tight.
The welds on 4 beam to embed plates on L Line between 2?.9-24 were not full length. The bearn
to embed plate at Grid Line G 31 could not be wel ded per Zirkor drawing E9 due to the location
of the beam to the wal] on 31 Iine and the two holes in the shear tab. The ambient temperature
at 10:00 AM uas o". I i nformed the general contractor dnd the erection crel{ the connections
should be preheated prior to welding.
PR06RESS REPoRT The structural enqineer should be i nformed as to the condition of the connection at G 31.
COPIES: R.A. llelson & Associates, Inc.
J V A, Inc.; Gwatlney Pratt Schultz
Darnel I Huss
FIELD OBSIRVER
Fred R. Caneron
APPROVED BY
Ar a muturl prot.ctlon to cllents. the public rnd ours.lv6s, all raports.rc aubmltted.s thc confidentlal ProFcrty of ouf .cllcntr. .nd
authorizrtio;r for publlcatlon of siatemeirt. Conclus'ions or eitrocts iFom or regardlng our reports l3 r€servcd p€ndlng our l{r{tt.n aFProvr'|.
Samples will be disposed of after t€:tlng is completed unless oth.r arrdng€ments .r€ agreed to in itrltlng.
A ne|ttbar ot the HIH gioup o{ coftprnie6
CHEN.NORTHERN, INC., COI{5ULTIIi6 EI{6II{EERS A O SCIEflTISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As r mutnal protectton to ctients, th. publlc .nd our3.lvesr all r.Forts ar€ sqbmltted !s thc confldicntl!l propcrty of
cltent3, l|!d aurhorilrtton for Fubl{cation of st.t€m€nts. Concluilons or Qxtract3 tFoft or r.gardlng ouf r:89I! s- l:^::3::v€dp€ndlng our $|rttt€n approwd'l . Samplcs will be disposed of after tcatlng ls conpl.ted unl6s3 other arrrng€nen\s .gre€o rs
Jn wrJting,A-il;6;i ;i th6 !I! Eroup ot compani€s Fore tlo' cttfll3A 6/91
T0: llE0l4 EnterDrises JOB tl0. 4 178 93-3 0ATE: 11-30-93
Attn: Eustaqui o Corti na
P.0. 8ox 3149 SH€ET I 0F t
Vail, C0 81658-3149
PR0JECT: Liftside Building, east of llesthaven Drive and llestin Hotel , South Flontage Road llest, Vail, Colo.
PLACEMEI{T LOCATION:Uall; Line 7, L to U, up to Elevation 280.
BATCH TICKET IllF0RttATiOt{ SUPPLTER: Uestern }labi I e
TRUCK N0. 104 TICKET N0. 01-0688 IX 0€SIGI{ }10. 39
TillE BATCHED: 11:4I AM Tll'lE ARRIVED: 1l:50 Af.l IIIIE PIACEO:l?:15 Pll-CU. Y0. L0AD/ACCull: 7
FTELD TESTI I{G I NFORIIAT ION
TIME TEST TAKEI{: ---
JO8 SPECIFICATIONS:
SLUHP
SLt'fiP
3 3/4 IN.
Ill.
SAiIPIE TEIIP:
AIR C0NTE}|T: 4.9X
AIR C0I{IENT: %
IJET UI{IT UT ]6HT:
I'ATER ADDED AT SITE -- GAL.
CYLINDER INFORMATTON
N0. 0F CYLIT{DERS: 6 CYLIIIoER SIZE: 6"x 12" TIIIE CYLII{DERS CAST: 12:30 Pil IIHERE CAST: 0n-Site
CURI NG I I.IFORI.IAT I OI{
Il{ITIAL CURE: 0n*Si te
DATE RECEM[) Al LAB: 12-2-93
FIELD STORAGE FACII I TI ES:
BY: llark Jensen ilI l{/t{Ax
A6E
OAYS
OATE
TESTED
TOIAL LOAD
(LBS )
OIAI.ITTER
( t NCHES )
ARTA
(sQ Itt)
col'fP.sTR.
(Psr )
TYPE OF
FRACTURT
CYL II{DER
I'E IGHT
(LBs)
CYL I NDER
UNIT IIEIGHT
( PCF)
7
7
28
28
28
l2-7-93
l2-7-93
l2 - 28-93
l2 -28-93
12-28-93
12 - 2B-93
135 ,000
137 ,000
170,000
175.500
162,000
17U.500
6.02
EOO
5.98
6.02
5.98
b. uJ
28.46
28.09
28.09
28 .46
28. 09
28. 56
47 40
4880
6050
6170
5770
6040
shear
shear
con/spl i t
con/spl i t
con/spl i t
con/spl i t
DESIGN STREI{oIH --- Pst c 28 oAYS
TESIS 8Y IABORATORY PERSOI{I,IEL ARE II{ ACCORDAI'ICE I.IITH APPLICABLE AST},I I.IETHOOS UI'IL€SS OTHERI,ISE T{OTED
SOME INFORMATIOI{ OF TEST REPORT MAY 8E PROVIDED BY OTHERS
REI'IARKS:
CoPIES: R.A. t{el son & Associates, lnc
Town of Vail; Vestern Moblle;
J V A, Inc.; Gwathney Pratt Schultz Sandi R. Cody Bobby J. HaYs
FIELD OBSERVER APPROVEO BY
CHEN.NORTHERN, INC.
CONSULTII{6 EI{GIIIEERS AIIO SCi ENT I STS
REPORT OF CONCRETE TEST CYLINDER DATA
At. |'ut!.l protcctlon to cltent6, th. Fubltc ahd ours.lva3, rll r6port3.r€ iubtEltt.d ts th. contldl.ntl.l Prop€Fty of
clt€rts, lnd rllthortz.tton for publlc.tlon of st.tements. Concluslo|ta or.xtractt fro or rcgfdlng our report3 l$ rcserv'd
ijriji,is'"ii "iiiiin "pi"o"'t. Simpii' *ttt te diiforca of after tesrtng t! conpl.t.d unl€s3 oth.r rFrrnge'n€nts .sre€tr to
ln wrlt ing.i miJ.i!" ii the E:!! group of conp.nlet Form No' CHE113A 6/91
T0: tilECH Enterorises JOB ll0. 4 178 93-3 DATE: 12-17-93
Attn: Eustaqui o Corti na
P.0. Box 3149 SHEET I 0F 1
Vail, C0 81658-3149 ,
PR0JECT: Liftside Building, east of tlesthaven Drive and Uestin Hotel , South Frontage Road lfest, Vail, Colo.
PLACEI.IEI{T LOCAT I OtI :Elevator Core at Lines A-2; Elevation 1110.
BATCH TICKET INFORI{ATION SUPPLIER: t'lestern Mobile
TRUCK t{0. 1i9 TICKET f{0. 10866 l.llx oEsIGl{ l{0. 39
TIiIE BATCHED; l2:3? Pil TIME ARRIVE0: TIl'lE PLACED: CU. YD. L0A0/ACCUI'|: 28
FIELD TESTI116 I NFORI.IATION
TIIIE TEST TAKEIi: l:00 Ptt
JO8 SPECI FICATIOI'IS:
SLUI,IP I
SL UI.IP :
rlz IN.
I l{.
SAI'IPLE IEI.{P:
AIR COI{TENT: 5.Ofl
AIR COI{TEI{T: il
53 "F AIR IEiIP: 43 "F
UET UI{ IT lJE IGHT:
UATER ADDED AT SITE -- GAL.
CYL I t{DER I tIFORI.{ATION
f{0. 0F CYIM0ERS: 6 CYLII{DER S]ZE: 6"x 12" TI}IE CYLIT{D€RS CASI: 1:10 Pll IJHERI CAST: 0n-Site
CURING I I{FORI,IATiON
Il{ I T IAL CURE: 24 hours
DATE RECEIVED AT LAB:
0n-Si te
12 - I8 -93
FIELD ST0RAGE FACIL ITIES: Heated
8Y: Oan t{ei l l }|I t{ /f'lAX
60x
AGE
OAYS
DATE
TESTEO
TOTAL IOAD
(t8s )
DIAMETER
( Ir{cHts )
AREA
(sQ ir{)
COMP.STR.
(PSr )
TYPE OF
FRACTURE
CYLINOER
UE I6HT
(LBS)
CYLIIIDER
UNIT lIEIGHT
(PCF)
7
7
28
?8
28
28H
t2-?4-93
l2-24-93
i-14-94
1-r4-94
1- 14-94
1- 14-94
137 ,000
139 ,500
6.05
5.98
?8.75
28.09
4770
497 0
con/shear
con/shear
DESIGI{ STRENGTH 4OOO PSI @ ?8 DAYS
TESTS 8Y LAEORATORY PERS()T{I{EL ARE IN ACCORDANCE UITH APPLICAELE ASTI'I I.IETHODS UNLESS OTHERT'IISE NOIEO
SOME II'IFORI.IATION OF TEST REPORT I,IAY BE PROVIDEO BY OTHERS
REMARKS :
COPIE5; R.A. l{elson I Assoeiates, Itc,;
Town of Vai I ; llestenn l,lobi le;
J V A, Inc.; Gwatlnney Pratt Schultz;Dan tleill Bobby J. HaYs
FIELO OBSERVER APPROVED 8Y
CHEN.NORTHERN, INC.
COI{SUITIIIG EN6INEERS AIID SCIENT ]5TS
REPORT OF CONCRETE TEST CYLINDER DATA
As. hutu6l protectlon to cli.nt3, thc publlc rhd ours.'lv€s! al1 r.ports ar€ suttnltt€d ri the confidlantirt prope.ty of
cltent3, al,|d;uthort2rtlon tor publlcstlon ot st.toment3, Concluslons or axtr.ct3 froh or raslr.tlr|g olr rcporls-i3-relervc'l
p6nd{ng our rFttten lpproval, Sanlpl€3 wlll b. dlrposed of.ft.i tc6tlng l3 compl.tcd unl.ss otfr.r lfr.ng€n.nts .gr€to ro
In wri t i ng.
A .;;i"; ;i th€ !!! sroup of cot'p{nl€s Form No. o'tE1l3A 6/91
T0; llECll Entenprises J08 ll0. 4 178 93-3 OATE: 12-21-93
Attn: Eustaquio Corti na
P.0. Box 3149 SHEET 1 0F 1VaiI, C0 81658-3149
PRoJECT: Ltftside Buildlng, east of tlesthaven Drive and Uestin Hotel , South Frontage Road tJest, Vail, Colo.
PLACEHEI{T L0CATI0I|: Slab at C-21
EATCH TICKET I HFORI.,IAT I ON
TRUCK t{0. 704
TIIIE BAICHED: 8:04 AM
TTCKET r{0. 106l
TTME ARRIVED: 8:14 Atl TIME
SUPPLIER: l{estern l'{obi I e
llIX DESIGIl l{0. I 4000 psi
PLACED: 8:30 A}I-CU.Y0. LOAD/A[CW|: 717 l2l
FIELD TESTI|IG I]{F0RMATIOii SAITIPLE TEI'IP: 58'F AIR TEI'iP: 5'F
TII'IE TEST TAKEIi: 8:46 Al,l SLUIIP: 3 l/? lt{. AIR CO|{TEI'{T: 5.88 l,lET UNIT llEI6HT: 140.0
JOB SPECI FICATI0IIS: SLUI{P: I}1. AiR C0NTENT: % ITATER A0Dt0 AT SITE t0 GAL.
CYL I IIDER I I{FORI.IAT]ON
N0. 0F CYLINDERS: 6 CYLIilDER SIZE: 6"x 12" TIl4€ CYLINDERS CAST: 8:56 Al,l IHERE CAST: On-Site
CURING I IIFOR}.IAT IOI{
II{IIIAL CURE: 24 hours ofl-Site
0ATE RECEiVED AT LAB: 12-22-93
FIELD SIoRAGE FACILITITS: Inside Heated Building'
BY: Bobby J. Hays ltltl/l.lAx
AGE
DAYS
DATE
TISTEO
TOTAL LOAO
(LBS)
DIAI'IETER
( I NCHES )
AREA
(sQ Ir{)
COI4P . STR.
(PSI )
TYPE OF
FRACTURE
CYLINOTR
UEI6HT
(L8s)
CYL T]{DER
Ut{IT I.IEIGHT
(PcF)
7
7
28
28
28H
?8H
t2-28-93
12-28-93
i - 18-94
t-18-94
r-18-94
I -18-94
93,500
102 ,500
6. t0
6.09
29 .22
29.13
32 00
3 520
shear
shear
DE5I6}I STREI{GTH 4000 PSI 0 28 DAYS
TESTS BY LABORATORY PERSOI{NEL ARE IN ACCOROAI{CT UITH APPL1CAETE ASTI'I iITTHOOS UI{IESS OTHERUI5E ITOIED
SOI.IE ] I{FOR},IAT I OI{ OF TEST REPORT MAY BE PROVIDED BY OTHERS
REMARKS:lfl non-chloride a€celerator added to concrete.
COPIES: R.A, llelson & Associates, Inc
Town of Vail; Western l,loblle;
J V A, Inc.; Gwathney Pratt Schultz Carolyn Adanrs Sobby J. flaYs
FIELD OBSERVTR APPROVED BY
I
CHEN.NORTHERN, INC.
CONSULTIIIG ENGINEERS ANO SCIENTISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As a hutual protactlon to cllGntrr th. publlc .nd ours€Iverr all reports are submltt.ld cs th. conftdlentlrl prop€rty of
cllcnti, .nd ruthoFlzltlar for publlcrtlon of atqt€ments. Canclollons or.xtr'6cti fro'n or Feg.rdlng our reporti l3 ra3€rved
pendlng oirr irltten epFrovrl. Srmptes |{ll't br d{spos€d of rfter testlng 'lE complet€d tlnl.as other trrang€ments agr€Co ro
in wrl tl |lq.
A .;;;; ;i thc HIH group of conp.nl.s Form No. o'lE113A 6/91
TO: MECM
Attn
P.0 .
Vai l
PROJECT;
Interpri ses
Eustaquio Corti na
Box 3149c0 81658-3 t49
I i ftsi de Buildlng, east
JOB lto.178 93-3 DATE: 12-22-93
SfIEET I OF T
Frontage Road Uest, Vail, Colo.of llesthaven Drive and llesti n Hotel,South
PLACEHEflT LOCATIOI,I;Slab at C-32.
BATCH IICKET I }IFORI.IAT ION
TRUCK t{0. 119
TII|E BATCHED: 9:55 All
TicK€T 0. 10897
TIiIE ARRIVEO: l0: 10 AH
SUPPLIER: llestern l'lobi le
lllJ( DESI6X ll0. I 4000 Psi
TII'tt PLACED:10:59 All-CU. Y0. LoAD/ACCUI{: 7|14/28
FIETD TESTIT{G I l{FORl.tAT lofl SAI{PLE TE}IP: 50 "F AIR TEI'|P: 5 "F
TIME TEST TAKEl,l: ll:10 All SLUl,lP: 4 3/4 I1{. AIR CONTEI{T: -- I IIET UIIIT VEI6HT: ---
JOB SPECI F I CATIO]{S: SLUIIP: It{. AIR COtlTtNT: I IIATER A0DED AT SITE 8 GAL.
CYL I IIDER I NFORI4AT IOI{
t{0. 0F CYLII{DERS: 6 CYLIT'IDER SIZE: 6"x 12" TI}'IE CYLIT{DERS CAST: --- UHERE CAST: on-Site
cuRilrc Il{FoRl,tATI0t{
IIIIIIAL CURE: 24 hours On-Site
DATE RECEMO AT LAB: 12-23-93
FfELD SIoRAGE FACILITIES: Inside Trailer
8Y: Carolyn Adams l'll N/t'tAX
A6E
DAYS
t)ATE
TE STE O
TOTAL LOA[)
(LBS)
O I AI.IEIER
( TNCHES)
AREA
(SQ IN)
coftP. sTR.
(Psr )
TYPE OF
FRACTURT
CYLIND[R
UTiGHT
(LBS )
CYLII{DER
UI{IT UEIGHT
( PcF)
7
7
28
28
?8H
28H
IZ-29-93
t2-29-93
1- l9 -94
I -t 9-94
1-19-94
t - 19-94
103,500
t01 ,000
6.06
6.05
?8.84
28.7 5
3590
3510
shear
shear
DISIC}I STRE}IGTH 4OOO PST A 28 DAYS
TESTS BY LABORATORY PERSOIII{EL ARE III ACCORDAI{CE I^ItTH APPLICABLT ASTI.I METHOOS UI.{LESS OTHERI.'iSE NOTEO
SOI.IE INFORMATIOI{ OF TEST REPORT MAY 8E PR()VIDE[) BY OTHERS
REHARKS:
COPIES: R.A. ]{e'lson & Associates, Inc
Town of Vail: lJestern ]lobile;
J V A, Inc.t GwathrEy Pratt Schultz Carolyn Adams Eobby J. HaYs
FIELD OBSERVER APPROVED BY
$tt
TO!
FROM:
DATE:
RE:
J- The donestic peak flowcalculated and shown prior
supply.
The doneEtic denandE are notfire sprinkler hydraulics.
F[Cu.rarl r'1r94
demand on the water supply rnust beto approval of a combination water
UE!,IORANDIT!,I
CHIEF BUILDING OFFICIAL GARY;MURRAIN
FIRE MARSHAL l,tIcHAEL trceBE//r/
January 6, L994 u'
Contractor Meeting - FIRE SPRINKLER SySTEl,t'#F,, LllftfitE
We met with Rick and Dave (NeJ-son Const.), Danny and.Fischer of trimberline Fire Protection this afternoon regirding
memo dated 12/06/93. tle reviewed the pJ-ans again and resolvedissues cited on the L2/06/93 memo as follows-
Kin
the
the
signLficant enough to affect the
2. The water entry should be inspected during installation. EheV:iL Fire Department is requestlng'we be notified before the lineis covered.
Dave rrLll caI-I- for an inepectS.on of the water lLne.AnticS-pated date is during the week of ;ran. I-0.
3. Each of the three fire sprlnkl-er risers for the trash chutesmust be zoned separately. fire sprinkler heads are required atalternate landings per NFPA 13, 199L ed., Sectlon 4-4.L.7.4.
Changes have been uade to tJre desLgn to compJ.y.
4. A fire sprLnkler head, wiII be required in each elevator pit.
r'hanEes bave been nade to tbe desl_gn to conply
5. Frovlde buiJ-ding elevations (especially at the garage and rampleveJ-e), riser diagrams, and show reflected ceiling elevationswhere there is a change in ceilinq elevation.
After revieri-ng the plans, we agreed to a perforruancecriteria, noting compliance rith thE 1991 edition of NFPA t3 l-srequired.
6. Provide CLass 3 fire hose cabinets (or valve configurations)at each level of each stair.
Changes have been made to the design to comply.
I
I
contractor I'leet,ing - FIRE SFRINKLER SySTEli! Al LIFTSIDE;Ianuary 6, L994
Page 2
7. Each entry level of each stair must be sprinklered on theinterior side of the stair. Intermediate landings between fl-oorsare not reguired to be sprinklered.
Changes lrave been nade to the desigm to ccmpLy.
8. Bttis building is required to be sprinklered with tOOacoverage. Exceptions for bathrooms under 54 sq.ft. are notgranted. Cl-osets under 24 sq.ft. nay be exempt. See UFC10.501(b); UFC 10.203, Exception It and UFC IO.506. Resubrnithydraulic calculations to reflest additional heads in bathrooms.
Trrenty Eeven fire sprinlcler heads vill- be added, specificallyl.n the isolated vanitieE sith cloeets and in batb rooms noted aihaving 53.8 Eq.ft.. Ttre fire sprinkter head in tXre laundry wi1.L berelosated out into the nain bath room area in bath roons thatcontain laundry equipment.
9. The air compressor must be hardwired into the AC power source,on a ded.icated breaker (preferably on an energency clrcuit).
Changes trave been made to the design to coupl-y.'
1.0. Fire departrnent connection locatLon nust be field verified andapproved by the Fire Department prior to starting rough-in.
Danny wlU. get witlr the Fire Dept. to review landecape plans
and building elevations.