HomeMy WebLinkAboutLIFTSIDE CONCRETE TEST'964, i. l-;l r :.|
CHEN.NORTHERN, INC.
COI{SULT I I{G EIIGII{EERS ANO SCIENTISTS
REPORT OF CONCRETE TEST CYLINDER DATA
T0: MECl,l Enterprises JoB tlo. 4 178 93-3 DATE: 9-27-93
Attn: Eustaqui o Corti na
P.0.8ox 3149 Jnrcr r ur r
Vail, C0 81658-3149
pR0JECT: Liftside Building, east of lJesthaven Drive and l,lesti n Hotel , South Frontage Road l'Iest, Vail' Colo.
PLACEMENT LOCATION:Footings; Z Line between 13 thru 19 Lines.
BATCH IICKET II{FORI{ATIOII
TRUCK N0. 189
TIIIE BATCHED:4:00 PM
SUPPLIER: l{estern Mobi le
TtcKET t{0. 10164 l{Ix DESIGN No. B
TltfE ARRIVED: +:le ptl TIlr'lE PLACED: 4:28 Pt'l-CU.YD.L0AD/ACCUM: 6/12
FIELD TEST I I{G II{FORHATION
TIl,lE TEST TAKEN: 4:36 PM SLUMP: 3 1/4 IN-
JOB SPECIFICATIONS: SLUi{P: l'lax.4 IN.
SAI.IPLE TEI'IP: 68 "F AIR TETIP : 70 .F
AIR C0NTENT: 5.9X IJET UNIT IJEIGHT: 143.2
AIR C0NTEI{T: 4-8X I{ATER ADDED AT SITE -- GAL'
CYLINDER II{FORMAT]ON
t{0. 0F CYLIT{DERS: 6 CYLINDER SlZE: 6"x 12"Tlt{E CYLITIDERS CAST: 4:46 Pl'l }IHERE CAST; On-Site
CURING i I{FORi.IAT ION
It{ITIAL CURE: on-Si te
DATE RECEIVED AT LAB: 10-5-93
FIELD SToRAGE FACILITIES: Concrete Ilanket
BY: llark Jensen l'tl ll/l'tAX
AGE
DAY S
DATE
TESTED
TOTAL LOAD
(LBs)
DIAMETER
(rr{cHEs)
AREA
(sQ rN)
COHP. STR.
(PSI )
TYPE OF
FRACTURE
CYL I NOER
IJE IGHT
(LBs)
CYLII{OER
UNIT VEIGHT
(PcF)
I
I
28
28
28
28
10-5-93
10-5-9 3
10-2 5- 93
t 0-2 5-93
10-25-93
10-2 5-9 3
102 ,500
102,000
133,500
136, 500
132,000
133 .500
6.09
6.08
6.06
b. u/
6.08
6.08
29. 13
29. 03
28. 84
28.94
29 .03
29. 03
3520
3 510
4630
47?9
45 s0
4600
snear
snear
con/shear
con/shear
con/shear
con/shear
DES IGI{ STREI{GTH 3OOO P5 G 28 DAYS
IESTS BY LABORATORY PERSOI.{NEL ARE III ACCOROANC
SOI.IE INFORI'IATiON OF TEST REPOR
IIITH APPLICABTE ASTM HETHOOS UNLESS OTHERUISE NOTED
I.iAY 8E PROVIDEO 8Y OTHERS
REMARKS :
COPIES: R.A. Nelson & Associates, Inc
Town of Vai I ; llestern l'lobi le ;
J V A, Inc.; Gwathney Pratt Schultz Carolyn Adams BobbY J. HaYs
FIELD OBSERVER APPROVED 8Y
As a muturl Prot.ctlon to cllcnti' th! Publlcclients. and author{zltlon for publlclt{on of
pendlng our rltt.n rpprovll. S.nples tllr bGin wrlt lnq.A 'nembcr;f thc !M grotrp ol compln{cs
and ourselv€s, !ll rGports
st.tement s. Conc l usl ons or
dl iposed ot.fter tcst{ng
.re submltted cr the confldlentlal property of
€xtrlcts frofi or ragardlng our reports l3 r-'scrv'd
l3 comDl.t€d unlesr othar lrr6ngeftentr agrs€d to
Forn No. C|4E1134 6/91
CHEN.NORTHERN, INC.
COI{sULT I I{G ENGINEERS AND SCIENTISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As a mutult prot.ction to cli€nts, th. public and ourselv.s, .ll r€ports lre subnitt€d.3 th. cohfidlenti.'1 propertv of
c.lients, rnd ruthoriz6tlon for pubilcrtlon of strtcmcnts. - conclusions or extrlcts from or regardlng our repdrts ls reserved
ii.ii, ^i
' .,i-"iit iin ipprovar. Simptas w l be drsposed of .rter testlns ls complcted !nle33 other arrlngements .sre.d to
;''.:il:;'':i th€ !l! eroup ot companr€s Form No' CME113A 5/st
T0: MECM Enterprise5 JoB N0. 4 178 93-3 oATE: 10-16-93
Attn; Eustaqui o Corti na
P.0. 8ox 3149 SHTET I 0F 3
Vail, C0 81658-3149
pROJECT: Liftside Euilding, east of llesthaven orive and llestin Hotel , South Frontage Road lJest, Vail, Colo.
PLACEMENT LOCAT I ON :tJa11s; Lines C-K and 25-31
BATCH TICKET I NFORI.IAT IOI{
TRUCK ll0. 114
TIt.|E SATCHED: 9:03 Al'l
TICKIT NO. OIOS?7
TIt'tE ARR t VED: 9:20 AM
SUPPL I ER: lJest€rn Hobi le
I,IIX OES IGN NO. 44
TII'lE PLACED; 9:25 All-CU.YD.LOAD/ACCUM: 7 /35
FI ELD TEST t IIG II{FORI,IATION
TIME TEST TAKEN: 9:30 Atl
JOB SPECIFICATIONS:
SLUMP: 4 Ili.
SLUMP: Max.4 It{.
SAI'IPLE TEI'1P:
AIR CONTENT: 4 .5%
AIR C0!{TENT: Y.
54 "F AIR TEMP: 40 .F
tlET UNIT lrrE I GHT:
!,ATER AI)DEO AT SITE .- GAL.
CYLINDER I NFORMAT I ON
N0. 0F CYLINDERS: 6 CYLIIIDER SIZE: 6"x 12" TII'IE CYL I NOERS CAST:9:35 At'l l{HERt CAST: 0n-Si te
CUR I I{G I NFORIiAT ION
INITIAL CURE; 48 hours 0n-Site
0ATE RECEIVED AT LAB: 10-18-93
FIEL{) ST0RAGE FACILITIES: Cure Blanket
8Y: Joe E. Benedict MIN/MAX
OAYS
DATE
TESTED
TOTAL LOAD
(LBs)
O IAMETER
(INCHES)
AREA
(SQ IN)
COMP . STR.
(Psr)
TYPE OF
FRACTURE
CYL I NOER
I./E I G HT
( LBS )
CYL I NDER
UNIT llEIGHT
(PCF)
7A
7A
Z8A
284
28A n
tl
10-23-93
l0- 23 - 93
11-13-93
11-13-93
11- l3-93
ll-rJ-vJ
108 ,000
111 ,000
5.98
6.06
28. 09
28.84
3850
3850
s hear
shea r
DESIGN STRET{GTH 4000 Pst @ 28 DAYS
TESTS 8Y LABORATORY PERSONNEL ARE II{ ACCORDANCE I.IITH APPLICABLE ASTM HETHOOS UI{LESS OTHERWISE NOTED
SOMT INFORI'4ATION OF TEST REPORT I.IAY 8E PROVIDEO BY OTHERS
REI'IARKS: Sampled from discharge of truck.
COPIES: R.A. Nelson & Associates, Inc
Town of Vai I ; I'testern l'lobi 1 e;
J V A, Inc.; GwathmeY Pratt Schultz Erian Scanlan Bobby J. HaYs
FIELO OESERVER APPROVED BY
CHEN-NORTHERN, INC.
COftSULTIIIG ENG I I{TERS AND SCIENTISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As ! nutudl protectton to ctients, the public lr|d ourselv€s, all r€ports lre submitted as the confidiential Propertv of
cllehts, !nd !uthorlz.tion for publication of statement3. conclus'{ons or ertracts from or reg.rdlng our reports 1: l:"::t"oi!,iii,ii'.,i-*;itien ipp"ovar. bamplcs rttl be disposed of after t.stlns is conpleted unless oth€r.rransements asre€d to
In wrlti ng.A.;;i;; ;i th€ !1! sro'rp of companres Form t{o' cMEtl3A 6/el
T0: t{ECtl Enterprises JoB N0. 4 178 93-3 DATE: 10-16-93
Attn: Eustaqui o Cort i na
P.0. Box 3149 SHEET 2 0F 3
Vail, C0 81658-3149
pRoJECT: Liftside Building, east of llesthaven orive and lJestin Hotel, South Frontage Road West, Vail, Colo.
PTACEI'{ENT LOCAT I ON:\,lalls: Lines C-K and 25-31
BATCH TICKTT I NFORI.IAT I O}I
TRUCK l{0. 161
TII'lE BATCHEO: 10:34 AM
TICKET NO. OIO834
TIME ARRIVED: 10:40 AM T I l.tt
SUPPL IER: llestern Hobi le
I.IIX DESIGN I{0. 44
PLACED:10:45 Al'l-CU. YD. L0AD/ACCUI'I ;7
FI ELO TEST I t{G INFORI.IATION
TIME TEST TAKEN; 10:50 AH
JOB SPECIFICATIONS:
SLUHP: 3 IN
5LUl'iP: l'lax.4 ll{
SAI,IPLE TEI'IP:
AIR CONTEI{T: 4.0%
AIR CONTENT: %
56 "F AIR TEi{P: 40'F
IJET UNIT lJEIGHT:
TATER AOOEO AT SITE -. GAL,
CYLINDER I NFORHAT I ON
N0. 0F CYLINDERS: 6 CYLINOER SIZE: 6"x 12" TII'IE CYLIN0ERS CAST: 10:55 AM IJHERE CAST: On-Site
CURIIIG I i{FORHAT I ON
INITIAL CURE: 0n-Si te
DATE RECEIVED AT LAB:I 0 - I8-93
FIELD ST0RAGE FACILITIES: Cure Elanket
8Y: Joe E. Benedict MIN/I'IAX
AGE
DAYS
DATE
TESTED
TOTAL LOAD
(tBS)
D I AI'1E TER
( r Nft1ES )
AREA
(sq Iil)
COMP , STR.
(Psi)
TYPE OF
FRACTURE
CYL I NDER
VE IGHT
(LBs)
CYL I NDER
UNIT llE IGHT
(PCF)
7B
7S
288
288
288
288
H
H
t0-23-93
!0-23-93
1l-13-93
1 1- l3 -93
r I _11-O?
1i-13-93
133 ,000
132 ,000
6.07
6. 06
28 .94
28.84
4 600
4 580
snear
snear
DESIGN STRENGTH 4 000 PSI @ 28 DAYS
TESTS BY LABORATORY PERSONNEL ARE IN ACCOROANCE !.lITH APPLICAELE ASTM HETHODS UNLESS OTHERWISE NOTTD
SOME INFORMATION OF TEST REPORT I.IAY BE PROVIDED BY OTHTRS
RtIIIARKS:Sample was taken from discharge of truck.
COPIES: R.A. Nelson & Associates, Inc
Town of Vail; Western f"lobile;
J V A. Inc.; Gwathmey Pratt Schultz Erian Scanlan Bobby J. HaYs
FIELO OBSERVER APPROVED BY
CHEN-NORTHERN, INC.
CONSULTIIiG EI{GI NIERS AND SCIEi{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As ! mutual protection to clients, the publlc lhd oursclves, !lt r.ports are submitt€d .5 the confldl.ntiat proPertv of - --cli€nts, and suthorlzatJon for publication of st.tements. Conclusions or extracts from or reglrdlng our r€ports 11-I:.:1"""p"naing "u" Fritten lpproval. Sarnples wlll b. dlsposed of .fter testing is completed unl.s3 oth€r arrtngements agreed ro
in wri t i ng.e."i'iii it the !l! sroup of comprnles Fonn No' ct'lEll3A 6/sl
T0: |'IECM Enterprises JOB ll0' 4 178 93-3 DATE: 10-16-93
Attn: Eustaqui o Cort i na
P.0. Box 3149 SHEET 3 0F 3
Vail. C0 81658-3149
pR0JECT: Liftside Bui'ldinq, east of Vesthaven orive and lJestin Hotel , South Frontage Road Vest, Vail, Colo.
PLACEMENT LOCAT I ON l,lal ls: Li nes C-K and 25-31
BATCH TICKET I NFORHATION
TRUCK NO. I14
TIl.lE BATCHED: 11 :41 AM
TICKET NO. OIO839
TIl,lE ARRIVED: 11 :50 A|1
SUPPLIER: ty'estern Mobi l e
I.IIX DESIGN I{0. 44
TIME PLACED:11 :55 Al'l-CU. Y0. L0AD/ACCUM:7
FIELD TESTIIIG INFORI.IATION
TIME TEST TAKEI{: 12:05 PM
JOB SPECIF1CATIONS:
SLUI'IP: 3 1/2 Il{
SLUMP : l'lax .4 I N
AIR
AIR
SA|.|PLE TEI'IP
C0NTENT: 4. 5%
CONTINT: 1I
56 "F AIR TEMP:
I./ET UNIT I./EIGHT:
WATER ADOED AT SITE
40 "F
2 GAL.
CYL I NDER INFORHATION
NO. OF CYLINDERS: 6 CYLINOER SIZE: 6.'x I2'' TIME CYLINDERS CAST: 12:10 PM IJHERE CAST: ON-SitE
CURING II{FORI,IATIOII
INITIAL CURE: 48 hours
DATE RECEIVED AT LAB:
0n-5ite
10- 18 - 93
FIELD STORAGE FACILITIES: Cure Elanket
BY; Joe E. Benedict Mll{/t'lAX
DAYS
OATE
TE STE D
TOTAL LOAD
(L8s )
D IAMETER
( r NCHES )
AR EA
(SQ IN)
COMP . STR .
(Psr)
TYPE OF
FRACTURE
CYLINDER
VEIGHT
(L8s)
CYLIIIOER
UNIT VE IGHT
(PcF)
7C
28C
28C
28C
28C
n
H
10-23-93
10-23-93
n-13-93
11-13-93
1r-13-93
1L-13-93
120,000
120,000
6.05
6.07
?8.75
28.94
4170
4150
shear
shear
DES I GII STREIIGTH 4OOO PSI G 28 DAYS
TTSTS BY LABORATORY PERSONIIEL ARE IN ACCORDANCE I./ITH APPLICAEIE ASTt'i METHODS UNLESS OTHER!/ISE NOTEO
SOMT INFORMATION OF TEST REPORT MAY BE PROVIDED BY OTHERS
REMARKS: Sample was taken frorn discharge of truck.
COPIES: R.A. lielson & Associates, Inc
Town of Va'i I : lrestern Mobi le;
J V A, Inc.; GwathmeY Pratt Schultz Brian Scanlan Bobby J. Hays
FIELD OBSERVTR APPROVED BY
CHEN.NORTHERN, INC.
COI{SULTING ENGII{EERS AIIO SCIEI{TISTS
REPORT OF CONCRETE TEST CYLINDER DATA
As ! rnutuat prot€ction to cltents, th. pub'llc and ourselv.s, !'ll r.ports ar€ subnltt€d !3 the confldlentlal prop€rty of
clients, rnd author{2!tion for public.tion of statementi, Conclu6lon! or extructs from or reg!rding our rcports is r.scrv.d
;;;;i;;'.;;-";iil"n ipprov.t. Semplcs w{ll bc dlsposed of rftcr tcstlhg ls cor pl.ted unless other arrangemcnts !gr..d to
in wrltlng.A.;;i"; ;i th. E!! group ot coftpln{.s Form No' cHE113A 5/s1
T0: l1EC Enterprises J08 N0. 4 178 93-3 DATE: 9-23-93
Attn: Eustaqui o Corti na
P.0. Box 3149 SHEET 1 0F I
Vail, C0 81658-3149
pROJECT: Liftside Euilding, east of llesthaven Drive and llestin Hotel , South Frontage Road l,/est, Vail, Colo.
PLACEI.'ITt.IT LOCAT I O1{ :Level 74.9;P-10,9to26&JtoL
BATCH TICKET I NFORMAT IOII
TRUCK t{0. 150
TIME BATCHED: 9:03 AM
TICKET t{0. 010019
TIIIE ARRIVED: 9:20 AM
SUPPLIER: lJestern l'lobi I e
l,llx DEslGr{ t{0. 2
TItIE PLACED;9:45 Attl CU. YD. L0AD/ACCUM:7
FIELD TEST]NG I NFORIiIAT I ON
TIME TEST TAKEN: 9:35 AM
JOB SPECIFICATIOT{S:
S LUI.IP
S LUI'IP
IN.
IN.
AIR
AIR
SAMPLE TEI.IP:
C0NTENT: ---%
C0t'lTEt{T: %
AIR TElrlP: 70 "F
VET UNIT }JEIGHT:
T/ATER ADDED AT SITE -- GAL.
CYL]I{DER I NFORI.IAT IOI{
N0. 0F CYLI I{DERS: 6 CYLIIIDER SIZE: 6"x 12" TIME CYLII{DERS CAST:9:3 5 AM IJHERE CAST: 0n-5 i te
CURING I IIFORI.IATION
INITIAL CURE: ON-SitE FIELD STORAGE FACILITIES:
DATE RECEIVED AT LAB: 9-27-93 BY: Bobbv J. Havs l'{I t{/l{AX
AGE
DAYS
OATE
TE STE D
TOTAL LOAD
(L8s)
DIAHETER
( I NCHES )
AREA
(sQ rN)
COMP ,sTR.
(Psr)
TYPE OF
FRACTURE
CYL I N OER
UEIGHT
(LBs)
CYL I II OER
UNIT I./E IGHT
(PCF)
7
7
28
28
?8
?8
9-30-93
9-30-93
10- 21- 93
10-21-93
10- 2l - 93
t 0-21-9 3
117 ,500
119,000
147,500
148,000
i59,500
145.000
6. 08
6. 08
6. 09
6.08
6.08
6.08
29.03
29.03
29. 13
29.03
29.03
29.03
405 0
410 0
5060
5100
5490
499 0
con,/ snear
con / shear
con/spl i t
con/sp1 i t
con/spl i t
con/shear
DESIGII STRENGTH ---PSI O 28 DAYS
TESTS 8Y LAEORATORY PERSONNEL ARE IN ACCORDAI{CE I{ITH APPLICABLE ASTM METHODS UI{LESS OTHERUISE I{OTED
SOME INFORI,IATION OF TEST REPORT I,IAY BE PROVIOED BY OTHERS
REMARKS:
COPIES: R.A. Nelson & Associates, Inc.;
Town of Vail; llestern Mobile;
J V A, Inc.; Gwattmey Pratt Schultz;Sandi R. Cody Bobby J. Hays
FI ELD OBSERVER APPROVED 8Y
CHEN-NORTHERN, INC.
CO}ISUITtNG ENGINEERS AND SCIENTISTS
REPORT OF CONSTRUCTION ACTIVITIES
T0: l,lEcH Enterprises J08 N0. 4 lZ8 93-3 DATE: L0-13-93
Attn: Eustaqui o Cort i na
P .0. Box 3149Vail, C0 81658-3149 DAILY REPORT N0. 11 SHEET 10F I
pR0JECT: Liftside Euilding east of lJesthaven Drive and Vestin Hotel , South Frontage Road [,/est, Vail, Colorado.
ITEATHER CONDITIONS Al{D TEi'TPERATURE: Partly Cloudv - 40 to 50 degrees F'
CONTRACTOR'S CONSTRUCTION ACTIVITIES
PERSONNEL:
I'IAJOR EQUIPl'|ENT: Concrete Pump, Vibrator
ACTIVITIES: Contractor excavated for footings at 14 to 19, X to Y.2. Contractor poured leveling
pads for footings. Contractor poured low wall at Y.2, R-18 thru 10.9. Contractor poured elevator
shaft "C" to elevation 95.
CHEN-NORTHTRN'S 5I TE ACTIVITITS
lJe observed footing excavations. l,re requested the contractor remoYe all loose rock and soils
before pouring leveling pads. Contractor cleaned all loose rock and soils before pouring.
Contractor placed dowel bars in leve1 ing pads.
fle samp'led concrete being placed. I'le tested concrete for slump, air content, unit weight and
temperature. lJe picked up cy1 inders cast on october 12, 1993. Contractor poured 28 cubic
yards.
VEREAL COMHUNICATION I.IITH CONTRACTOR, EI{GINEER, ARCHITECT, OIINER
COPIES:J V A,
R.A. Nelson & Associates, Inc.
Inc. ; Gwathmey Pratt Schul tz Town of Vai I ;l
Blian Scan lan
FIELD OBSERVER
Fred R. Cameron
APPROVTD BY
As ! mutual prot.ction to cli.ntr, the publlc and ours.lves, !ll reports lre submittcd !s thc confldentlal Property of ou.r.cllcnts' rnd
authorizat{on for public!tton of siatcmeirt. conctustons or eitracts lrom or reg!rdtng our r"po.tir" i"i.iv-a i.niring'or. written 'Pprov'l'i;;;i""-;iii be disposed of after t€sttns ls co'npleted unless oth€r.rrlnsements arc lsreed to ln wrltlns'
A ne|nber of th. !l! sroup of conplni.s
CHEN.NORTHERN, INC.
CONSULTING EIIGIIIEERS A}ID SCIEIITISTS
REPORT OF CONSTRUCTION ACTIVITIES
T0: |.1ECM EnterDrises JOB l{0. 4 178 93-3 DATE: 10-15-93
Attn: Eustaqui o Corti na
P.0. Box 3149Vail, C0 81658-3149 DAITY REP0RT ll0' 12 SHEET I 0F I
pR0JECT: Liftside Bui'ld'ing east of llesthaven Drive and llestin Hotel , South Frontage Road Vest, Vail, Colorado.
\,IEATHER CoNDITI0I{S AND TEI'IPERATURE: Rain 40 degrees F.
COI{TRACT0R'S C0|ISTRUCTIOI{ ACTIVITIES: 0vwidas Bar Instal'lation
PERSONNEL: Three
llAJ0R EQUIPT'IENT; Concrete Redi-l'lix Truck.
ACTIVITIES: Contractor drilled and placed oywidag bar. contractor grouted bar.
CHEIl_NORTHERN'S SITE ACTIVITIIS
l,lhile drilling bar, contractor encountered a void
Contractor blew hole with air and found the void
Contractor drilled five additional holes and filled
up around the DeJaydag Bar. Contractor vrill grout
betYreen2to3Yards.
at approxinately 7 thru 9 feet from grade.
connected to the east face of this shelf'
them with ready mjxed grout. No grout came
this bar at a later date. Grout used was
VERBAL COI'.II.,!UIiICATION !IITH CONTRACTOR, ENGINEER, ARCHITECT, OVNER
David Schreiner with R.A. llelson & Associates vias advised of our observations.
COPIES: R.A. l{elson & Associates, Inc.
J V A, Inc.; GwathmeY Pfatt Schultz Town of Vai I ;l
I Brian Scanl an
FIELD OBSERVER
Fred R. Cameron
APPROVED 8Y
A: a mutual protectlon to clichts, th. Fubllc.nd ouriclvcs, !ll rcports ar€ submltt€d as th. confidential Property of our cllents' lnd
.uthorizat.lon for publlcstion ot statemeirt. conclusionsorextr.ctsiromorregardlngourreportiisreierveaienitng'ourerrlttenrpprov'l's;;i;;-;iii be disposed of.ft€r testing is complcted unlcss oth€r .rrlhsements arc rsrecd to ln vrritins.
A m€mb.r ot the !I! sroup of comptnl.s
CHEN.NORTHERN, INC.
COISTJLT I }IG EXGII{EERS AIID SCIEI,ITISTS
REPORT OF CONSTRUCTION ACTIVITIES
T0: MECM Enterprises JOB tl0- 4 178 93-3 OATE: 10-15-93
Attn: Iustaqui o Corti na
P.0. Box 3149Vail, C0 81658-3149 DAILY REPORT N0. l2A SHEET 1 0F I
pROJECT: Liftside Building east of l{esthaven Dr.ive and tJestin Hotel , South Frontage Road l'lest, Vail, Colorado.
I,,/EATHER C0llDlTIONS Al{D TEI{PERATURE: Cloudv LOO I
CONTRACTOR'S CONSTRUCTIOIi ACTIVITIES
PERSONIIEL: Yenter Construct i on
MAJoR EQUIPMEIIT: Grout PumP
ACTIVITIES: Grouting of repl acernent D},liidag Anchor at the southeast corner of A-l Stai rwel I
CHEN-NORTHERN'S SITE ACTIVITIES
A replacement anchor hole was dr.ilied and grouted in the southeast corner of the A-1 Staircore.
The hole depth is 36 feet. A void was encountered from 6 to 9 feet in depth. The minimum
anchor peneiration into competent bedrock is ?7 feet. \t was recorrnended that the entire void
be filled with grout in the active and abandoned anchor holes to verify that no voids wi ll be
below the proposed footing area.
VERBAL COMMUNICATIOil T'ITH COI{TRACTOR, ENGINEER, ARCHITECT' OI'INER
COPIES:
J V A,
R.A. Nelson & Associates, Inc'Inc.; Gwatfnney Pratt Schu ltz Town of Vai 1 ; I
I
Joe E. Benedi ct
FIELD OBSERVER
Fred R.
AP P ROV ED
Cameron
BY
As 6 mutua] protcctlon to cltents, thc publlc and o_ur:elv.s,. dll r.ports .r. submltt.d as th. confldentJal prop€rty of our cllents' lnd
euthor{2atlon for Dubtlcatton of statcment. concluslons or ertractsii"m oir-giralng our rcports is reserved ienilng'o'rr wr,ftt€n spprov6l'
ii,iijiil-*iii'u!-ii'p"'"J "r !rt€r t.rting 1s complet€d unle3s oth.r !rransement. .rG rsr.ed to in wrrtins.
A member of th. !f! sro'rp of cdp.n{cs
CHEN.NORTHERN, INC.
COXSULT I NG ENGIIIEERS AIJD SCIE}ITISTS
REPORT OF CONSTRUCTION ACTIVITIES
T0: t,lECII Enterprises JOB t{0' 4 178 93-3 DATE: 10-16-93
Attn: Eustaquio Corti na
P .0. Box 3149
Vail, C0 8165s-3149 DAILY RtPoRT l{0' 13 SHEET 1 0F I
pR0JECT: Liftside Building east of testhaven orive and llestin Hotel , South Frontage Road l'lest, Vai1, Colorado'
I,JEATHER CONDITIOI{S AND TEMPERATURE
CONTRACTOR'S CONSTRUCTIOI{ ACTIVITIES
PERSONI.{EL:
HAJ0R EQUIPMENT: Concrete PumP
ACTIVITIES: BTE Concrete poured wal l at Grid Lines 25 to 31, C to K to elevation 7?'. Contractor placec
128 cubic yards of concrete-
CHEI.I-NORTHERN'S SITE ACTIVITIES
Lle sampled concrete being placed'
temperature and cast three sets of
!/e tested concrete for
cyl i nders.
slump,al r content , uni t weight
VERBAL COMMUNICATION I./ITH CONTRACTOR, ENGINEER' ARCHITECT'
Contractor was advised of test results.
Ot.lNER
COP IESJ V A,
R.A. l{elson & Associates, Inc.Inc.; Gwathmey Pratt Schultz Torvn of Vail;l
I
8ri an Scan l an
FIELD OBSERVER
Fred R. Cameron
APPROVED BY
As a,nutu{t protection to clients, the pubttc and o-urs€tves,.rll r€port3.r. subnJtted.s the confid.ntirl property of our-cllent3. rnd
.r6F brhtl.stion of strt.m€nt. conclusions or extrlcts irorn or regrrding our rcporti ls rcserved ircnrilng-our wrltten 'PProv!l'iiiiilr'iiii'r. ii.-*t"J "i iit"i itsttng is completed unl.ss oth€r lrrangenents ri€ agreed to ln wrltlng.
A menber of th€ !f! srouF of companl'e
r55
150
145
ZERO AIR VOID CUiVES
SPECFIC ) An
GRAVTTY
SPECIFIC t 7n
GRAVITY
SPECFIC : 2.60GRAVTry
l!(-)
I
tsoz
tJ,lo
o
40
e4
1ta
120
115 0 5 10 15
MOISTURE CONTENT - PERCENT OF DRY WEIGHT
LocArloN: LIFTSIDE MOISTURE.DENSITY
RELATlONSHIPSt-|oLE tr'to:l,ETIr|:SAMPLE NO:
SOL DESCFFTON: Siltv Gravel with Sand Import)
MAX. DRy DENstry 1127 -4 7g7 oPT, r,,rosr. cor''ITENT r 9'5 x PROCEDUFE: ASTM D698-9 1 MEthOd C
27LOUIO L[vt[ :PLASTICTTY NDEX : b JoB No.: 4 178 93-3 -l FG' No'
DArE: 0ctober 7, 1993 | i-
CHEN-NORTHERN, INC.
COiIS:IJLT I N6 E}IGII{EERS AIID SCIEHTISTS
REPORT OF CONSTRUCTION ACTIVITIES
TO: ttEcll Enterprises Jots No. 4 178 93-3 DATE: t0-20-93
Attn: EustaquioCortina
P.0. Box 3149vait, co 81658-3149 DAILY REPoRT llo. 14 SHEET 1 oF 2
PRoJECT: Liftside Buitding East of llesthaven Drive and ilestin Hotel, South Frontage Road tlest, Vai[. cotorado.
REPORT OF: STRUCTURAL STEEL
The fittet re(ds rere visuaLty obsefved on the stairs from gro$)d level to the roof betHeen Grid
Lines 15 - 18 and S.5 - V. A[[ the connections rere Helded 8nd fosd to be acceptable. The e|rH
at the foufth [eve[ on 15 Line ras misaLigned and a T6trplate xas rel.ded to the enbed rith a 1/4rl
fitl.et Hetd to make the stair connection.
coPIEs: R.A. l{etson & Associates. Inc., Attn: ilr. Rick Agate;
J v A, Inc.; Grathmey Pratt schuLtz;
ToHn of Vail, Attn: l{r. Dan Stanek;
Darre t I Huss
FIELD OBSERVER
Fred R. carnefon
APPROVED BY
I
As ! mutu!] prot€ction to cllents. thc ptrblic lnd ours.lves, lll reports lre subnitted !5 the confid.ntl.l ProPerty of our cll'nts' 'ndauthorizlt{on for gubt icatton of stat€nent. Cancluslons or ixtrrcts fromor reg.rdlng our r€ports ii res€rvod pendlng our wrlttcn approval'
Samples wJll b. disposed of after t€stin9 is completed unl€ss other rrrrngcin€nts rr. agrced to Jn nrltlhg.
A ;enb€r of the !.1! group of companies 'lnF o'€r'2a 6^l
CHEN.NORTHERN, INC.
CO}ISULTII{G ENGINEERS AIID SCIEIITISTS
REPORT OF CONSTRUCTION ACTIVITIES
TO: I'lEcl'l
At tn:o.t
Vai t,
PROJECT:
Enterpr i ses
Eustaquio Cort i na
Box 3149c0 81658-3149
Li ftside Bui Iding East
JoB No. 4 178 93-3 oATE: 10-20-93
of lresthaven
DATLY REPORT NO. 14 SHEET Z OF 2
Drive and gestin Hotet, south Frontage Road lJest, vail, Cotorado.
GAUGE
INI TIAL
1.000
4000
4000
4000
4000
4000
3800
3900
READ I II G
T I IIAL
3800
3900
4000
4000
4000
3900
3800
3900
REPORT OF: ROCK BOLTS
PU,{P fJ45818
GAUG€ flE 10
RAr{ #A 365
creeo 500 tb. i nc rements
Nu$er 1 Has in the P
tl|.nbers2thruBHere
it area on q Line
in the northHest
o
a o
cofne t.o4
o o
a o
a a
a
o
o
coP I ES: R.A. lletson &
J V A, I nc.;
Toen of Vai l,
Associates, Inc. , Attnr l'lr.
cHathtney Pratt schul tz;
Attn: Mr. Dan Stsnek;
Rick Agate;
II Darrel t Huss
I FIELD oBS€RVER
F.ed R, cameron
APPROVED BY
As . hutuat prot€ction to clienti, th€ publlc lnd olrselves, al l reports rre subnltt€d .s th. confid.ntl.l Propcrty of our cllents' lnd
authorization for oubtication or itltlm€nt. conclustonr or e)(tr"rcts irom or regaratng our r€port. ls r.scrved F.ndlng our rrlttcn apProvrl
S;;;i..-;iii be ot-sposea of rfter restlns l5 complet€d unless other.rransements.r! asreed to in $,riting.
a i'nemter or the !!! group of compani.s rd 's' ('|tro2 6/er