HomeMy WebLinkAboutVAIL VILLAGE FILING 1 BLOCK 5D TRACT B C VAIL TRANSPORTATION CENTER 1990 EXPANSION FIELD TEST REPORTS FILE 3 OF 3 LEGALTonrr€Northern.lnc.
a 'r-!.' .. r'.filiill rr ., o.nttdi-
t nn tl.. Cltqt^ a[O
Corru|{rrr! tnql'r.<t ord id-{l'i.
REPORT OF CONSTRUCTION ACTIVITIES ffis0 oEC 1519$
To: TOWN OF VAIL JOB No. 4 398 90 DATE: 1-0-26-90
Attn: l'{r. Stan Berrpnan O lLy REPORT NO- 107 sHEEf 1 OF 475 South Frontage RoadVail CO 81657 ltfVOlCE NO.
pROlECt Acldition to Vail Transportation Cctlter, Vai1, Colorado
wF THER coNDmoNs AND TEMpEMTURE clear - 55o - 65oF.
CHE}I_NO THERN'S SIIE ACTMNES
taining wall at Stair No. 10,
wall on Level 2, Stair No. 12.
wall and Level One of the stair
step subgrade from Level One to
observed and sarnpled Mix A concrete placed in a re-
the curved walls of Level 3, Stair No. 11 and the curved
Inspected the reinforcing steel in Level 2 of the curved
can walls of Stair No" 12. Tested the compaction of the
Two and the slab subgrade of Level 2 at StaiT No. 10.
VERBAL COMMUNICAT1ON WTTFI CONTRASTOR. ENGINEER' ARCHrTECT. OWNER
'i'he ownerts representative r.ras informed of our findings.
S. UrtoF S.L. Pawlak
REU) OBSERI/ER APPROVED FY
Illichae1 Barber Architecturc,
COPIES Attn; Mr, Scott hrard; f,a1y lrlurrain
PCL Construction Services, Attn: Mr' Denny
Armour: Andcrson € llastings; ..
llRS Consultants".Attn: Mr. l,cs lloocl;
ClrcnONonhern.lnc Cdir(,r{ tnC}*r t{ sd-tlt
REPORT OF CONCRETE PL.ACEMENT OBSERVATIONS
A'r
^
rrrrur rrntrDr E cltrrq'^lt nnrt rrr o(titw * t'n-#fffHr5rffiffiirffi^r$.43t*l fffiffitfl! Efitr-rii- ti-trehOrrr Ot'Er tlltrrr o. rrrr.dt rn fl (r troMnr.o (rI IlFo
cutrrnD utttt olrrt ,a..ltlxtt rra rsll m '{ trflt'io.
^ n-t- J r..[Tttj-lrr- .r ..*Ytil-
trn tt dat lat a,/to
TO: lgpp Ot: VAIL
Attn: Mr. Stan Dcrryman
75 South Frontage Road
Vail C0 81657
JoB No. 4 398 90 DAIE 10-26-90
DAILy REpORT p9. L07 SXeEr 2 Of 4
rl{V()tcE No.
Vai1, Cololarlo.PR(UECf Atkliti orr to Vai 1 'l'r';rnsrrott:rt:ion Ccrrtcr'.
Western SPEFEATPilS:Sll,|P
A/No.
3rr_ 5 ll Atf,coifltilt 4eo-geo
ASE{T IEIP€RAIUREtr4ohi ]e Llx t.D. Iltix RANCE soo-6sol.'-
lEr
ix).
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nvf
s ltPt ED
RF/OUrpil
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EEII
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@U}IIER
@r|PrEnorl
U,EC YAG
r-D D/
crryur llyE
w lER lDo@
o u.or|s
I
2
3
44
49
150
01 2969
01, 2973
0I 2976
12:14PM
12 :50PM
1:33PM
12:50PM
1:00PM
1 :35PM 2:45 PM
As Rerl
As Req
As Req
As Req
As Req
As Req
;8
16
aA
4
6 at start
3 after 2 yds.
TESTln sll[?
0&)
AIR
COTIIE}|T(D
TET UNIT
wtrHr
(Fcf)
YIO.D
COTICREIE
TB\TP€-
RATURE
co
RIl{ rO€
Sent back after t\ hours with 1-2 yards
Finished less than 1% hours with 1-2
yards left.
One set of cylinders taken this load.
1
2
3 3 L/4 5.4 1,42.9 72
PROORESS REPOKT
Urton
OBSERVER
Parv 1 ak
.!^Dlre Michacl llarbc r Architccturc;
Antlcrson {i llastings i Gary Murrain ;
PCL Constructiotl Servi ccs;
UllS Consultalrts; I'les tern llobile;
Chen€Norlhern.lnc.cdrrlrr{ trCI-! .{ sffi
S.L. -Pawlak
APPROYED A/
REPORT OF F]ELD NUCLEAR DENSIfi TESTING
PROGRESS REPOKT See Sheet 1 of 4'
S. Urton
FIEU) O6ER1/ER
^ 'rr..r.- d r[TU -)g'r r -rvql-
ari lh. oflaft a/lo
TO: TOWN OF VAIL JOB NO. 4 398 90 DAIE: 10-26-90
Attn: Mr. Stan Berryman DAtLy REPORT NO. 107 SHEErS OF475 South Frontage RoadVaiI CO 8t-657 tl.ryolCE No.
PRoJEcr Addition to Vail Transportation Center, Vai!. Colorado
SPEONCANOH COUPACTION & MATERIAL
MINIMUM REQUTRED IN_PLACE DE}IS.rrY 95 T AS DETERMINED FY: AST}4 D .1557
CONSIRUCnON CONTMCIOR: PCL ConstructionTEsT LOCATIONS WERE SELECTED Ff: Chen-Northern
TYPE A}.ID NUMBER OF F}Rfi MOVINC UNIIS
TYPE ruIO NUMBER OF COMPACflON UNITS
Unknown
2 Hand Tampers
fiICKNESS OF UFT Unknorvn
NUMBER OF PASSES Unknown
PERCE}IT tr
(R€l Arn€/
rl|A)(u4|j)
osT f.E)
Sl ight 1y
Silty Gra-
velly Sand
S1. Silty
Gravel lySand'
51. Silty
Gravel lySand
51. Silty
Grave 1 lySand
-f1
19
6.9
6.9
129.8
732.9.
L57.7
15s.0
5.9
5.9
5.9
5.9
.136 . 0
136. 0
136.0
f36.0
Subgrade
Subgrade
Subgrade
Suhgrade
16r South of Line
one, 8r West of Lin
A
40f South of Lineone
5Br West of Line A
64t South of Lineone
40r lVest of Line A
90r South of Line0ne
50r West of Line A
tr FUll TIME OSSEF/AION E PARr nME OBSERVATIONffi "T&"Fsfff+1hffi ff ffiT#ffi ffi,frffitrH#'B-rhntp xressrlr rc crLmAtE q,l oet wrn .,tlt€l{r.l. n.sl D^lA AF
IHE Nt GIIAR DEtsotrEftn UEnm Of IE"nI|c w s t s€D lN ST BSIA{IUL ICCORDA}IC€ lvllH ASn' 02902
^I\IO
DJOIT
pREUMtMFt' OBSER/TIONS AID/OR TESr RESULTS \ERttAlIY REPORTED TO:
::::T, # rl;.}l;l*5.1'nli:: :il,,,, "", .n,
pEi-conitt"ction,*Aitn: ..Mr.. Denny-Armout;
[i3 ffiiiliiiniil'ntinl u'' !l!-wb:d;
ChinSNorl.lrcrn.Inc.o.riha r't*s. -a t"-t'r'|
REPORT OF REINFORCING STEEL OBSERVATION
To: TollrN or vArL
Attn : l'lr. Stan Ilcrryntan
75 SoutJr Frontage Road
vai1, co 81657
PRdEcT Adclitiori to Vai l 'lrans
JOB NO. 4 398 90.
OAILY REPORT NO.
ll.NOrCE NO.
DATE: 10-26-90
7A7 SHEEI 4 0F 4
rtat i.on Ccntcr,Vai I . Colorado
STRUCTURE Stair No. 12, Walls, Level 0ne, Radius Wa1I' Level Two
Outside Face
Inside Face
Dowels
Outside Face
Inside Face
0utside Face
Each Face
Dowe 1s
Corner Bars
16'r o.c.
12'r o.c.
16|1 0.C.
#4 @ 16tt 0.C. Outside Face
#4 @ 12't O.C. Inside Face
#4 @ 18il O.C.
#4 G 12r 0.c.
#4 @ 12il O.C.
#5 @ 6rt o.c.
#4 0 12il 0.C.
62.0r to
72.01
72.01 to
82.01
Grid Lines 50 to
30.3,0t to 16t
South of Line A
Stair Can Walls
Grid Lines 30 to
31.1, 16 I to 30r
South of Line A
Curved Wall
sPECnc 11016: sIE- GRADe
REI.F{frqt$ Ct Erlflt DlE53:
CIEAR^NCE
^llD
OCwft
sPtlctHc: sPECarc llot|s:
$18 SfflOFfS: Tl?E
rHrsrl
HOCHT
El n us tlso
E grce Du$llcs usEo
0 cornrgon rorreo
O ruu-rse o0sEnvAllon
E plrr-nuE ottsE $' non
lNPt cE colrltt^tlcE
UET PR(I,ECT UET PR(I'ECTmrruintrrors lt€oulnEr€xrs*H^ilfffi*t nt-ffir'o
60
Clean
As Specified
As Specified
nfli'ou&tE"fr/ER
^P
Michacl llarl;cr Ar:chitcctttrc,
COPIES Attn: I1I . Scott t'laTd ; Cflry I'ht.t'r'it t n
PCL Construction Serviccs, Attlll llr' l)cnny
Armortr; Antlcrson fi llasti'ngs:
rr A qfitraL tt'IlttDl to q txfl Ir xrr: 'Jlt d-iftttrt 'lt lll'c'tt rtl
il.i Jli^lnii ni tt.Et,:r''r (i rir"cririrl (t tto^{io 'rtl etx nl
Eiirrrii iir ri"-oirr merqnxtl rrll forllD lo ll rtllr€'
^.i-r.- ., *lT[r]* r 6.,t'J-
tra tt. errl ltrA l/9rt
"'Xl*'-;S,mf ffi',ffi'f $lETl fffi#'il'Sfif ;
ehen€Northenr.lrrc.Contdu,to t,|sl|rF. orld 5.r- ht
REPORT OF CONSTRUCTION ACTIVITIES
To: TOwN OF VAIL JoB No' 4 398 90 DATE: 70-27-90
Attn: llr, Stan Berryman OAtLy REpORT NO. 108 SHEE1 1 OF 275 South Frontage IloadVail C0 816s7 lltvolcE NO.
pRo.rEcf Addition to Vail 'l'ransportat ion Center, Vail, Colorado
IvEATHER coNDmoNs A^tD TEMpERATURE Cloucly - 40o - 60oF.
cHg.l-NoRlHERil',S SIrE ACIVmES Testecl and obseryecl the placement of concrete in the
walls of the Stair Can, Level One, at Stair No. 12.
VERAAL COMMUNrcANON WTN.I CONTRACTOR, ENGINEER. ARCHIIECT, OWNER
Theprojectscheduleforl"londaywasdiscussedwiththecontractor.
S" Urton S.L. Pawlak
RE..O OSSERVER APPRO/ED S'
lr'li chae I Barbcr Architectttre,COPIES Attn : Mr. Scott Ward ; fia1.y Murrairr
PCL Construction Services, Attn: Mr. Dctrny
Arnour: Anderson fi llastings )iinlC-E"i=uttinti. nttn: Mr. Lci lvqod;
a nr;tr rr ".Ff tfil rt !. c.t.rrtr.
fat t|.. Cgf,ldt^ a,/ao
'Chen0Nonlrcrn.lnc,Ccr*'f fnCfr*r ti .3.1-{H.
REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS
ffi( r.,.E ^r. oi,.itr,nr Ar r'."rxt ^r,, irarrrtD at nf, oo*flt nafrFofitrtY r .'t o ',tE xl' amrnt'rtxtr 7oi Fli.*-
m., r srarrt trr @cutror qt rrnrlcn; rin' d lrto ,lrt€ or ttr#d-ffii#l^rtiiiiri-rii-rrnirrr''irriiir- srnrl :rL tr olFtto r x-rtl ltrtl€ 6
anatfto uutt ctlrtt rrrtraraxtt ,lt lorlo tro L tFrlr.a.
a .a',' r -fXtftlr-r ., -.rr-r-
7c t.r' C|ttl{ VIO
fO: 1g1y11 Op Vn I L
Attn: Mr. Stan Bc rryrnarr
75 Souttt Frontac{e Road
Vail C0 81657
PRGTECI A(l(li t ion to V;r'i 1 'l'r.nns
JOB NO. 4 398 90
DAJLY REPOKT NO.
il{\ftclcE No.
Vai. l. Col olado.
D TE 10-27-90
f08 sHEFr 2 0F 2
oltati on Ccn tcr,
SftDfE lptls: 3llrLP
rflx r.D- Mix A/.#2
cor{rE}|r 4%-8%
AIEE}{T TAIPERATURE MllcE 40o-60oF
8
1,6
24
JZ
38
g
A
8
8
6
As Req.
As Req.
As Req.
As Req.
As Req.
Req.
Req.
Req.
As Req.
As Req.
1
2
3
4
5
L0:20A14
54
44
49
J+
44
01 2980
01 2981
ot 2982
01 2983
0L 2984
8:51 AM
9:19 Al',1
9:52 Ald
0:25 AM
1:01 AM
9:00 AM
9:51
10:00
10:30
11:10
One set of cylinders taken this load.s L/4 L43.1
n ot..c Michacl Barber ArchitcctureI
Alidcrson 6 llastings; Gary Murrain;
PCL Constructiotr Servlccs;
UllS Consultants; l'{estern l'lobile;
Chen€Northcrn.lnc.Con.rrlu,tg Lngl.'qr oDd 5cr-,t.1,
REPORT OF CONSTRUCTION ACTIVITIES
As^|.mxtFiontru|tofrxnt.Trf'|r-'dElloo(I|FIwr'Arir.'!,!I!A,[3tgmDA3nico''n.'fu!fr.'.ri'fC.dndI'f!^roA,mi'nI^Ef.|]tln,ll_,{r srnE}fl cr*l u$n Fr f.rarcn rlTru cn ir!{!lg trr nrovrs'n-iiiC-r,tl' m;oa]6-oF*nrru tiiiiirf s''ran-rs rnr r D6trGr'D
ct.r{rrr-D urris tnrlt ran r€tttxtl3 xtt let ! Io lx f,Rllrl(r'
^ '!r-nr- .. s. [i r'iiTlg-' d <.niFtr-
rdrr |.o. crlrot^ a/lt
TO: TOWN OF VAI; JOB No. 4 398 90 DATE: 10-29-90
Attnt lt'lr. Stan Berryman DAtLy REpOKf NO. L09 SHEE; I OF 475 South Frontage lloadVail CO 81657 llWOlCE NO.
pRqrECT Addition to Vail 'lransportation Centcr, Vai1, Colorado
WEATHER CONOTNONS AND TEMPEMTURE Clear - 4OO - 6OOF.
CONIRACTOR'S CONSTRUCflON ACIMTIES
PERSO}INfu
MA|(N EOUIPMENI:
IGIMIIES:
4HE}I-NOfifi ERN'S SrTE ACTMTIES
gteps on grade of Stair No. L1,
pouring of concrete in a wall of
steel placed in the Level 5 wall
Stair No. 5.
Tested and observed the pouring of concrete for the
Level 3 and Staj.r No. 10, Level One. Sanpled the
Stair No. 11, Level 3. Inspected the reinforcing
of Stair No. 11 and the east curved tunnel wall of
VERBAL COMMUNICATION TVIIH CONTRACTOR. ENGINEER, ARCHTTECT' OWNER
The ownerrs representative was inforrned of our findings.
llichae I Barbcr Arcltitccturc,COPIES Attn; Mr. Scott $lartl; C:rry Murrain
PCL Construction Serviccs , Attn: lt'lr. Detrny
Armour'. Andcrson 6 llastings;
URS Consultants, 4!!4i-l"lr:--.!q lVo o cl
ChcneNortlrcrn.lnc C,ax||lrf arth.-t cl. Sdotrlr
REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS
lt a |lrn,|l ?tofrttDt D cttxtt rt? nfE ftr' q.El. r1 Al iftoillt Anf tHrTrflt Ar nr: oorToofirr-fF(FitTr Or dtl Gt fxr* A|o Amftrlt^trt' nDf FiE -
Dr c. 3rlltLrta otr<ltrlr' (! r',tacrs ,".'t .'t f,orf,r. cr mnmt'd^rrlnin'l'liio-u,a -wrlrx ji''trolrr- s^lrtl:t rrl D' tl qrD
" lnfr tr:lr{l 6
oqru'lD u(Ilr qlfo ,;wroalll ,rf Lrilr,o lD x ltlll{
A lrrra- d -@- J.-+r-J-
?-'r 15 Cial l{ VrO
TO: 1gv" otr VAIL JOB NO. 4 398 90 DAIE 10-29-90
Attn : Mr. Starr llc rrynalt
75 South Frontage Road DAJLY REPOFT NO. 109 SHEEr 2 OF 4
Vail CO 81657 tNVOtcE No.
PRGTECf Ad(liti on to Vail 'l'r.a n slror.t;tt i on Ccntcr.. V;ril. Color.ado.
Western SPETEATPTE:3U rltP
cl#40
3 -5rl An cOt{IE{r Average of 7%
^raa.fi
Ta|PER TURE R^r|c€ 40o-60oF.n4.hi l e l|D( l.D. Mix
IEITtp.rn c*tIL llcrcTto.l|UE
EAICHEI
lluE
ARnryE)
'llll€
SAIIPLED
REIO{JINN
@{JNIIN
EOOI
RE\to{IJIXn|
@UMIN
@|lPtEllor{
:rr0c Y G
I.ortJD/
cuuur lIvE
w r8 Aoo@
o{.rx$ls
1
2
3
4
54
49
54
44
01 2985
0i- 2986
01 2988
01 2990
8:48 AIvl
9:20 AM
10:524M
11 : 56AM
8:57 AM
9:35 Al'l
11 : 10 AItl
1.2: 19 PM
10 :0OAM
:45PM1'
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
8
16
24
8
rEr
MT
su[?
(ur.)
*ET UflTT
HMHT
(Pcf)
na.o CO}rcRETE
DTP€-
FATT'RI
cF)
RDTffO(s
2
4
4
4
L/4
rl 4
5.3
5.5
143.6
I43.2
69
72
One set
one set
I"lix A
of cylinders taken this load
of cylinders taken this load,
PROGRESS REFOKT Concrete was placed with
Sarnple was taken fron the
punp"
truck discharge.
Miclrac I llatbcr Arclritccturc IevrrE'" Anderson G llastings; Gary lnlurrain ;
PCL Construction Scrviccs;
URS Consultants; Westertt l\lobi le;"r1 8*Hr* pfuffiu"'t't
. Chcn€Northern,Inc.
REPORT OF REINFORC|NG STEEL OBSERVATION
|tf lt,ltrD lr nr oolttltnl{_fiFttTt d dr ct ttfi\ x{t A'n(norrDl tttl t{l|trA-
rrrr ., rt^n|.lor (t.QrrF,4 nn -rxrhrcrrll:l .r -T H:.T crr. -r.o.'iT o-idii'io-niirL,i_-cn-ttnritx iiiiif 3rsnrJ rrl r IItF(IIU ('' lni ltfrrxt 6
iiliirrii-ur rili-orirl rrnl*lrrtr lJ't l'r! ll, lq rl rtlluc
^.* .t *|!lD* ., 0.6"'r'.
fra rh. ftrltil r/9(l
L:.atha l.r*nr -ia t'L'llr'
TO:
TOTllN OF VAIL
Attn: Ntr. Stan BcrrYuan
75 Souur Frontage ltcad
VaiI, c0 8L657
PRu,ECI Additiori to Vai. 1 'l'rilrts
JOB NO. 4 398 90.
DAILY REPORT NO.
INVOICE NO.
DAIE: 10-29-90
109 59s61 3 0F
rtirt i ort (lctttcr',V:ri I . Co lorado
STRUCTTRE Wall, Stair No. Ll , Level 3, West Side of West Steps
Center of Wal l
#4 @ L2tt O"C. Center of Wall
2 #4 Top of Wall, Continuous, Each Face
#4 @ 16il 0.C.88.0 | -
101 .0 r
Grid Li,nes 11.5
L2.0, Grid Lines
A.0 - A.1.8
sPfcnc rorrE sItE GR De
FONTORC${A ct.Ef},ltDl€sl:
ctt R^llc€ a{D covE&
SPLTONC: $P€grE lxtr|s:
BTR gJPf'Ofinl3 TYP€
FfiSH
60
C lean
As Specifi.ed
As Specifi.ed
El n rns usto
0 sttoe DRAwtllcs us@
E cotnn,rgton rgasro
O ruu--nur oosgv rxrn
El prrr-nur ocsnvmoN
tNPtrcE colltfullcE
UET P'|(I'ECI lET PRO'ECTncrlrntrranrs moun€l,|olTs
wrEN |N|Il^rIY ln|t}lDUlrNq) RE-OCr|rl q)
n"te*fi,#'#k
Michacl llarl)cr Arch itccturc 'COPIES Attn: lr,lr. Scott lValtl; Gnly l,lttrllt tn
PCL Construction Scrvices, Al tllI l'lr' l)cnny
Armour; Atttlcrson {i llasLi.ngs;
t:n: I1r. l,c s
I Chcn€NorLlrcrn,Inc
REPORT OF REINFORC|NG STEEL OBSERVATION
ffi xrrE ^,o .,n awr. rlr Ep{r' rrtr ,^;rnrD t DT cn'''"'v!-rrr"rtn G$AE*f#ffi*Ft*il5;
w.r.r- trrrrrr.rl (rr€lrnrtl - , iriiffi-ridi 6i iiJ'iirli crr x t'slr tr rrrtrwD r{xtrlrr qlr l nlt}l
&ir rrr.o urua ottrlr ^t;.,lrlrllrt lrll ,arllrl, lo ,a ltlltE
^ '-lr d *l'i'iltT-l t-t .. ..4?'r.
r.- rr4. crtlri^ l/F
--ith a'lllEr na L','rllir
r\" ToHIr oF VAIL
Attn: Mr. Stan BcrrYtnan
75 Slcuth Frontage RoadVail, C0 81657
PR(rEgf Adclitiori to VniI 'frrrts
JOB No. 4 399 96. 0AIE: 10-29-90
OAILY REPOKT NO. 109 SHEET 4 OF 4
INVOICE NO.
rtir t i on Cctrtt-'r.Vai l. Co loratlo
5:IRUSTRE Stair No. 5, East Curved Tunnel Wall
Dowels fron Footing
Inside Face
Outside Face
#4 @ 16r' O.C. Each Face
Dowels from Footing
Inside Face
Outside Face
#4 @ 16'1 0.C. Each Face
spEclric^Tlffie sIrE cR|De 60 E n rra usro
Fg!{flng|l|c ctEptu]tEls: Clean D g|oP DRArlNcs usg)
crr R^HGE AXD COfte As Specified tl coflrn'cron ADvrsED
spuo c: spEcFrc TFns: As Specifie6 E Fu[-ntr€ oosgv roN
g R sLrpponrs: TrpE El prrr-nue ocsEnv rox
fNEfl INPI CE COIII'PUI{CE
Ho'{r H"'ffi *fl,'ffif$ ,r-S,,,-srsx lMrwIY lftlolD(^rlng) RE-E|(AIllltD
#7 @ 8il O.C.
#5 @ 8il O.C.
#4 @ 18r O.C.
#5 0 9|| 0.c.
#4 @ gil 0.C.
#4 G l8'r O.c.
65.5r to
85.0 r
65.0r to
76.61
Grid Lines
32t to 46r South
of Line A
Grid Lines
46r to 52r South
of Line A
OBSERVER o"tdil,s"sfk
Michacl llarbcr Architccttt rc,
A+rrr - Mr - Scot-t trhrd : Gnrv lrltlrl'it incoPEs Attrr: Mr. Scott lt|nr:cl; G;rry ltlttrlitrn
ICL Const'r'uction Scrviccs, Attn: [lt ' l)cnny
Arnour; Attrlcrson ti llasti ngs;
Chen€Norilrcrn.lnc.Coo.dllng [..9h-. otd 3.1- hl,
REPORT OF CONSTRUCTION ACTIV]TIES
ffi pur(E rl., oui:trr\ir!" ^
r -rnrors ^Fr
:r'rnrD
^s ''* co'.rtrlllgJr rHffffi f#tffi-tF *xtr;;iri;;iniirxn- dtd'irotr m qri'€ririxri -ql:qllT:? *t ftrrdrrs 6 FtsuYll' ttlorrro ort rfilnx
tiii'rrnn itirss <ntt.r mnrrqxrt:3 l,rr laElt lo n wnrlrp-
^ "r-rt' ., r,.[lfH I c-" .. 6..'tnr..
?dnr r.n cLlcl^ a/ro
ru: TOWN OF VAIL JoD NO. 4 398 90 DATE: 10-30-90
Attn: lt'lr. Stan llerryman DAILY REPORT NO. L10 SHEEr I OF 47S South Frontage I{oad
vai 1 co 81657 lNvolcE No.
PRorEcT Adclition to Vail TransPortation Cetltcr, Vail, Colorado
wEATHER coNDmoNs AND TEMpERATuRE Clear - 40o - 65oF.
CHEI.I-NORIHER!{'S Sm AGIMTIES .Iested conpaction of backfill for the steps on grade
of Stair No. 11. Sanple{ and observed Mix -C concrete poured in the slab-on-grade,
Level 2 of Stair No. 10, and Level 4 Landings, Stairs No. 4 and 6 and Mix A concrete
poured in the east curved foundation wall of the Stair No. 5 tunnel.
VERBAL COMMUNICAI'ION WNH CONTRACTOR, ENGINEER. ARCHNECT' OWNER
The ownerts representative was inforned of our findings'
s. urton. s.L. Pawlak
FIELD OBSERVIR APPROYED FY
lrtichae I Bartrc r Architccture,COPIES Attn: Mr. Scott Wartl;Gary Murr:ain
PCL Construction Services' Attn: Mr. Detrny
Armour: Andcrson & Ilastittgs; ..
tlRS Coirsul tants , Attn: Mr" l'cs woo(l;
"ChcneNorrhcrn.lnc
Cd:rha trtlt - ti S.,-aH.
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
rr A lllr|lr( ?roltctDr r crtxrt 'lf ''rf E lrr, al;tllt/lr AI tritdrr:t ^nf
tFrrrD at tti: cDfrfr{nrt- {'r'r''r t t cr ftftt' r'9 aml)tl^IDr tIn tif I}-
tc. o. rf^rrtarrt o.rqrrr.'.r G rrrr.cnl r".i. (r [q r.€ ar nn#'d^iii'vio-rtiiir cr-ixtllrx rimom- sJqtUJ r't E Otrqlro (r rrrll ltttl! B
crrtlfi! Itl.ttl qDlt an otxll ,rt l4rt! lD tl trtln'
A 'rr.r.' , r.(iiftf-l r.." .. .-r-r..
lrrr Lr Crtll|t r/'o
TO: 1g11llt Or; VAIL JOB NO. 4 398 90 DAIE 10-30-9u
Attn! Mr. Stan Bcrryrnan
75 so'th Frontaqe Road DAILY REpoRT No' L10 sHEEI 2i0F 4
Vail Co BtG57 hffOlcE No.
!!Q{ECT Adilition to Vail 'I'rarrspottation Ccrrtcr, Vai l, Colorado.
Western sP&rEArDl|s:slfruP J -st| ln
C with Fibers/#40
colflE}ff Average of 7%Alst T TETPER^rURE RArs€ 40o-65qF.ribbile l|U tD.llix
IEB'lo.rntrcTltt ncxEl
t{(L
nlr€
E rcirgt IIUE
ARftVE
nu€
SATPLq)
RArcU'TbiI
@UXIEREp[l
RE\OUrnOil
cxrrmER
@taPtEltoll
;I'BE YAG
l-Dl,D/
cullu,AlniE
w 'lER ADO€D(utLoi6
1
2
J
4
54
119
49
44
01. 2994
01 2996
01, 2997
01 3000
8:42 AM
9 :03 Al'l
9:28 AM
10:5sAM
8:55 AM
9;23 A}',l
9;41 AItl
L0:5L Ald
9;40 AI{
As Req.
As Req.
As Req.
As Req.
As Req
As Req
As Req
As Req
8
16
24
32
7
7
p
lE5rItr su,l?
(Dr)
UEf UNTT
wElcHr
(Fcf)
|ltlo @NCnrrE
TOrP -
RATURE
cr)
REn ECi
2 3 1/2 5.4 143"8 77 One set of cylinders taken this load.
PROGRESS REFORT
Michacl llarber Architccture I
Antlcrson & llastings; Gary lvlurrain ;
PCL Construction Services;
UllS Consultants ; Wcstern trlobi lc;H8n b*"*ilER pfuffiout"k
ClrcnONorthern.lnc Cd-rt{ brlF.r tla t l',ir'L
REPORT OF CONCRETE PI-,A,CEMENT OBSERVATIONS
a! A tlr|tt|l tE||tt|!a E ttrxft ,( Ffr l.|' o.'it?fw-!, ,u i''fgllt t ti.trrn ar tr c0t@"ur-fi'r'ftTt 07 cr'| cl lrr'l| lfo Atntnrl tD' mi n|iEA-
rp. ',- 3tarrrrxrl orr.crl; ! q,r 7y;aacr3 7r1rf dr itq{ir.e 6r,r rund'r^ffinio-ltjiird-cr -wrlo{ lmno,/rr- S lfiu.J ?rL sE rteo (r r-lll ll']l€ 6
coaiflrD i]Hr,er grrt ,aL.rrl,|ll ,ta. ,gattt lo r|Trtrl
^ 'irr.? { rlTiii]r.r d o..'t?.-
7'i l..' Crll laa ../aO
TO: 19yry Ot: yAIL JOB NO. 4 398 90 DA'[E L0-30!90
Attn: Mr. Stan llcryman
75 south Frontaqe Road DAILY REPORT NO. 110 SHEEr 3 OF 4
Vail Co 81657 llrvolcE No.
ryqlqGf A(lditi on to Vail 'l'Tansl)ortati on Ccrrtcr', Vail. Colorarlo.
Western SPECFEATp$& lturuP 3 -5rl An corfrElfT 4%-8%
AEEIT TEIPERAIURElbbile l|D( LD, Mix A RAltcE 400-650F.
TESTlo.Ttrl'CX
ML
rE( T
NO.
TD€
BAICHg'
IIIIE
ARf,VE)
rlr€
SAl|PI.ID
REIOU,IUI
@UNT8
EOIN
RE\iOUrTp$l
@uxtEn
@!PI,.EIK)N
CUEC YAGtilD/
ClrllUtAIIt/E
lY rEr ADO@
o t-tor6
5
6
7
1,17
49
54
0_1 3001.
0t 3002
01. 5005
L2:01 PM
L2t21 PM
1:30 PM
72:23 PN
f2:30 Plv
1:40 P!
12-.45PM As Req
As Req
As Req
As Beq
As Recl
As Req
8
l6
L9
p
fi
3
IESTln sur?([[}WEI UNTT
trMHI
(Pcf)
Yttu)
ooircnflE
TOIPE_
RATURE
cr)
ffrr ro(s
5 s s/4 6"5 142 "0 69 One set of cylinders taken this load.
PROGRESS REFORT
".,norFe
Michac I l]atber ArchiLccturc;
Andcrson I ltastingsi Gary Murraj.n;
PCL Constnrctiott Scrvices;
UllS Consultatrts; Westcrn ltlobi le;
S. Urton
RND OBSERVER
Chen€Nonlrcrn .lnc
REPORT OF FIELD NUCLEAR DENSITY TESTING
C..rrtht C|rfr|-r -a Sffi
To: TollN oF vArL
Attn: Mr. Stan Berryman
75 Soutlt Frontage RoadVail CO. 81657
PR(NECI Addition to Vail Transnortation Center.
JOB NO. 4 598 90
DAILY REPOFIT NO.
INVOICE NO.
Vail. Colorado
DATE 10-30-90
110 sHEEr 4 oF
sPEClnc noil coup^cTtox t UAIERTAL
MINIMUM REQUIRED IN_PI-ACE DENSTIY 95 X AS DEIERMINED gY: AST}4 D 1557
GoNSIRUC'nON COMTRACTORPCL construction 1EST LOCATTONS WERE Strl FCTED Bf: Chen-Northern
TY?E Al{D NUMBER OF EARIH MoVING UNns Skid Loader
TY?E AND NUMBER OF COMPACTION UNffS Hand Tanpers
MEIHOD OF AD0ING MOISIURE Unknown
THICKNESS OF UFT Unknown
NUMBER OF PASSES Unknown
LOCATION
DEPTH OR
ELEVA]ION
(FEEr)
TABORATORf FIEID
SOIL T'r?E
It)l
NO.IIN(|MUM
DF|Y
DE,lsl'rr
(Dcf)
OPTlMUM
MOISTURE
CONIENT(x)
Dff
DENSTTY
(P"r)
MO|sruRE
CONTENT(z)
47
844
944
t
450
20r South of Line A
on Line 11.5
30f South of Line A
on Line 11
28r South of Line A
on Line 11.6
45r South of Line A
on Line 11
Subgrade
Subgrade
Subgrade
Subgrade
136
136
l-36
t36
0
0
0
0
5.9
5.9
5.9
5.9
4
8
153
133
132
129
3
2
7.3
'r)
7.9
8.0
98
98
97
95
S light ly
Silty Gra-
velly Sand
S1. Silty
Grave l lySand
51. Silty
GravellYSand
S1. Silty
GravellYSand
E Flrtl rlME oBsER/ATloN & PART TIME oBSERVATIoN
frG EFqr tiftl lt ct Dl! ilroD a3 l EEst l fi q|l Ggfjrtr^tlolt (r nlt tl,ctrNr. tt rq\tr fi1',m otlJltt corMcnn ro o.r{r'|f, lPFtn€ Ti
ftcn rr' oar."".,,w [rrtxr ^r.o
u*nr,, ro rtl D.rF€ n;g ttrt rtr1'ih'ffi;t c'r,& iliioa9g3rttc! trsl.l laf, r'^o€ o' tr trl 'trYls &tEtrD M.cersrrr m crLnArE qr o6trl,gt1t Juootlf;Nl. rsr orrr rrt i& i'i'iJii 8 S6 tur ornmr ol mrntn nE nlt utrE ltcrE rrD'r
llE t{irctI R DE'G('I|E|ER uEnrco oF IESINC WAS rrSE) Fl SUFIA{IUL |CCORII }lcE WIIH AS D29C2 AND [X',17
PREUMIMRT oBsEF'AIIoNs AID/OR TEST RESULTS VERBAIIY REPORIED TO: URS Consultants
PROGRESS REPORT See Sheet 1 of 4.
coprEs xlll?"'"li'B:i.t'fiill:l'""",
Anderson 6 Hastings; ryr. Gary Murnan;-pCi Construction,-Aitn: .tlr.-Denny Armourl
iJRg di;ni aints , 'Attn : l'lr ' Les woo{;
-^s ^
|rmrr rilltq|o. !!,qqn!.-!f tr,i.E |ln dnEvE!' 1^-tlq1!#ro!l*m,*H.ffi.Hffi fffiHtF Sf ;rnr q srriaorll. o('(lun6 fl rxtrrclt no! ff ife Rr,.{, di llrru
ooEtIIE t'r.Ei ofilt ,*rflrltftr rf, tGtr lo n r|lll||(l
a ri-n ' d -f XiX-lt-r J ...rrrr-
F6r t.. OaElttA a/I
Clren€Northern.lnc.Conruirtto a,!ol.t ... o.rd scl-'tjrl.
REPORT OF CONSTRUCTION ACTIVITIES
^s ^
smxr ?n(mc[I'| !9 -q!ry!-qf, 31nE fflD crftrtlw1 {r !!rgq! |'|E sn'n'rn
^s
t}i co|fltltw t'q!!!t-or]Hffi eroffimtrtss;fihi fr irbitr- cir6.imt! m r:nilZri't iotr -91-1.!g:! qn irFolrnl s xf,llJtYtlt FExooro otn rnnrut
iiiahim firsc 'onrr rnlqr.ms xte ,.irr, to Dr rntmo'
a 'r'rr- ., .-{TiiF-lr-" o, o..q'r-
Fdri lL, crf,.tcl^ a/ao
To: T'WN oF VAIL JoB No' 4 398 90 cIATE: 10-31-90
Attn: Mr. Stan Berrynan DAtLy REpORf NO. 111 SHEE; 1OF s75 South Frontage Roadvail co s1657 r.rvotcE No.
PRGTECT Addition to Vail Transportation Center, Vail, Colorado
wF THER CONDmONS AND TEMPEMIURE Partly Cloudy - 30o - 50oF.
CONIRACTOR'S CONSIRUCNON ACIMNES
PERSfiNEI.:
TIAIOR EOUIPMEif:
AGIMIIES:
CHEII-NORTHERIIfS SITE ACIMTIES observed and sanpled Mix C concrete poured for the
slab-on-grade from Level one to Level Two in Stair No. 10 and tested conpaction of the
slab sublrade of the Stair Can in Stair No. 12. Inspected the reinforcing steel in
the west steps on grade of Stair No. 11, Level Two and the Stair Can l{alls, tevel Two
of stair No. 12.
VERBAL COMMUNICATION WTft CONTRACTOR, ENGINEER. ARCHMCT. OWNER
The ownerts representative was inforrned of our findings.
l,li chae I Barber Arcltitccture,gUl'lLs Attn: Mr. Scott Ward;Gary Murrain
PCL Construction Services, Attn: Mr. Denny
Armour: Anderson 6 l{astings;
llRs Consultants " Attn: l'lr. Le s Wood
S.L. Pawlak
APPROYED Bf
Chen€Nortlrcrn.lnc Cdrrtha ttfh.d tta !d-U.(.
REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS
Ar A |.t t ?Ettc]u llt cttxtl' r|l tlft lt{r d.rllwr' Al il'oirr |'rf JiitrwD at lt( cot(|"ltw-tt(t"1't 07 ortt cl f]tt!' llo amrntr^lrt. mi |t|l|ra-
trL '- 3nrrraxt!. {Dqrrror G rrri.cxt flrp dl ilq.f,r€ cr nxifi'u.^trrnio'l'rioo-cn ntttx rrrioa- $rttl' r|L t( D(FcttD (,. rrlrl ltjlrnc E
ooat ID tt1a ofllt ,n II m ,[ &aut r! l lFltg.
a 'rrr* d r.FttX-lr-t 'l ...rir-..
t r L. Gfl laa 4.IO
TO: 19p11 OF v1r LAttn: Mr. Stan llcrryman
75 Souti Frontaqe Road
JOB NO. 4 398 90
DAILY REPORT NO.
|}nrO|CE NO.
Vai l, Co I otado .
SAIE 10-31-90
111 SHEEr 2 0F
Vail CO 81657
PRO|ECI Addition to Vai.l 'l'rarr spoTt at i. on Ccntcr,
Irbstern SPE|rEAINil$3l.l[tP 5|| _5r l ln cotflDfi Average of
AIIE{T TEIPERATUNE
7%R^uc€ 30o-50oF.It4ohi I e ItrX UL lrli w
lEsfilr rnrrKt{L IrcXET
ldr.
'nuE
EAICTE)
'nlr€
fim/E)lDr€s^trPt0
RA,o(IJrEfl
@UNTEN
EON
RFrcTUIN
Oq,NIEN
oorrPt-EInil
;um YAnust'oro/
cultulrwE
w lER AOO@
o^llJot|s
1
2
119
LL4
0L
01
3009
3014
7:41 AM
9 :46 AIr{
8:00 AM
10:00 AM
8:20 Al'l As Req.
As Req.
As Req.
As Req.
8
10
4
a
rETlrt su[?([C)AIT
OO{IEfi(r)
TET UNTT
TEOHT(Pcf)YIIl.O
@NCnflE
TE'PE-
RAN'NE
co
naa nct
1 3 1/2 5.8 r42.s 68 One set of cylinders taken this l.oad.
PROGRESS REFOFI
^nDrFR
Michacl Barber Archi tecturc;
Andcrson I llastitrgs i Gary Murrail;
PCL Constructiotr Scrviccs;
UllS Consultants; Western llobile;
S. Urton
RAD OBSERI/ER
'Chen€Norrhern.lnc C. ru.'t E frE -a Lbfr
REPORT OF FIELD NUCLEAR DENSITY TESTING
|c
^
t|rn4t qqEg|q. rs-qqq-lr nf.E rfo G,rE!f,1 ^4 ryqt#cJr#%asftl[JffiHm^r"5xffifffiffi1F$|r;'rpr'a- grrr*rrrr oo€url(ltr m r.x[',GTr mfl, ff efo|'t).|o qji [-Fqomt D urr-ra onlt ,firl,axtl rtr rftr-D lo ,{ rnn|(l
a ,n 'i- .. r-[TiFlg..r d ...?'b
t6r r: c|.flfrA 4rO
To: TowN oF VAILAttn: Mr. Stan Berrynan
75 South Frontage.RoadVail CO / 81G52
PRoTECT Addition to vail Transportation center.
JOB NO. 4 398 90
DAILY REPORT NO.
ItwolcE No.
Vail, Colorado
DAIE: 10-51-90
111 sHEEr 3 oF 5
sPECmCAnoil coltp cTtoN & uATERt t
MlNlUUlt REQUIRED lN-PllcE DENSTY gsu As DEIERMINED Ef: ASTl,t D 1557
CONSTRUCIION CONTRACTOR: PCL Construction TEST LOCAIONS WERE SELECIED FYI Chen-Northern
TY?E AND NUMBER OF EARIH MOMNG UNIIS Crane and Bucket THICKNESS OF UFT lztl
TY?E At{O NUMBER OF COMPACTION UNnS 2 Hand Tanpers NUMBER OF PASSES Varies
MEIHOD OF ADDING MO|SruRE None Added
LOCATION
DEPTH OR
ELEVANON
(FEEr)
LABOR^TOFNT nEu)
PERCEIaT tr
(REfTIvEi/
u x|lil)o{rtl@
SOIL TYPE
rt)t
NO.I'IAXIMUM
DFT
DENSITT(pcf)
OPT|MUM
MOISTURE
CONIENT(r)
DTY
DENSfi
(Pc'r)
MO] TURE
CONTENT(x)
453
45
45
1
a
Line 30.1 and
10r South of Line A
Line 30.1 and
25r South of Line A
Line 30.5 and
30r South of Line A
Subgrade
Subgrade
Subgrade
0
0
0
140
140
140
6.1
6.r
6.1
144
L34
140
1
6
7
5.6
8.6
6.5
100+
96
100
Slightly
Silty Sandy
Grave I
SI. Silty
Sandy Gravel
S1. Silty
Sandy Gravel
tr FULt rlME oBsEfuAtloN 6 pam rlME oBsEFvATloNeffiffi "i&ffi ff'raft ffi ff kffi flm?#ffi ffi.&ffi#ffi &r'fs An!O XEIf,sSrr' lO Cr{-EAIE (r.n OBOWtFll JtIEu4,|I. lt.gl O^tA A
mE Mrctf R DEISo|TEIER t|EIIm Of lESnNC WAS UstD lN SUBSTA{IU! ,ICCOROI}ICE nml ASIU 029e2 AIO IXlOl T
PRzuMIMRY OESERVATIONS AllD/oR TEsr RESULTS VER&{r.LY REPORTED TO: URS Consultants
PROGRESS REPORT
r..iDrrc Michael B4rbel Arcliitecture 'e'rrc.' Attn: Mr. scott ward;
Anderson 6 Hastings; l!r. Gary Murrlan;
pCi Consti"ction,--Attn: lrlr.- Dcnny Armour;
itilS cil;;iainis,'nttn: Mr' l'es wbod;
S. Urton S.L. Pawlak
RELD OBSERI/ER APPROVED FT
Clien€Norl.hern,Inc,
REPORT OF REINFORCING STEEL OBSERVATION
ffi w..Ero o'otvnr rlr!!qgq1'". ',tnn! ^r
n* ''D'.ttrgfgffifffii5tytgftrEr d ealrrrrxrr' ooeluno G -fiffifr F-d*!-fr artanr-lt at:rx/rD ttt'Er our rnno{
iiiiinii--rirrrl-oirr lwtorxtr rr ,ctrrr x, x r lo'
q.rrll|. Iteh-t na l&t|l|t
JOB NO. 4 398 90
DALY REPORT NO.
lr'rvotcE No.
DATE: L0-51-90
111 sHEEr 4 0F 5
rtation Center Vail, Colorado
SIRUCruRE Stair No. 11. West Sterrs
Bottom of Slab#4 @ !2r o.c.7 4.01
83,0r
Grid Line 11.3 t
12.5, 0r to 25r
South of, Line A:,:'
60
C lean
As Specified
As Specified
E nerc usco
O snop DR nilcs t sED
O cortrnlgton romto
E rurr-lue oosEnv noil
El prrr-n$ omgtllot{
rtP| /cE GOlll.P$NcE
UET PROECT UET PRqrEGr rnIEREciJnolofis R€OUIROEXTS RE-g1;,n oIr5r r.rfilalY lvl{€x
EX rfi@ nE-A l||X@
x
PROGRESS REPORT
S. Urton S.L. Pawlak
RE.D OESEIUER APPRO!@ BY-
Mishael Barber Architectute,
COPIES Attnt Mr, Scott Ward; Gary Murrain
PGL Constnrction Sewicesr Attn: Mr. Denny
Arnouri 'Anderson 6 Hastings;
r rl-.' d *[FiFlnr r. errrcrrr
frdr Li c'r(lta a^O
Chen€Norlhern,Inc
REPORT OF REINFORCING STEEL OBSERVATION
ffi xr.r ",., s':nwr *'t*t*""#H,^"rgtrffiffitr'g.ffi fffiffi'f 'Sf ;
ifoif ir-nirrni @€rur{t G qEgrr-!l!!' -ql -T:fI: ct ralrt
&iiiinii'-tiGi-oirr r*lqrunr raunrD to N rllrrl*l
^ ii..t- .. r'.lTitttl rt .. ...nttr..
f ir t5. Cl{lta a/F
O.:rlha L*:. na s.,?tt'/..
TO:
. TOWN OF VAIL
lAttni .,Mr. Stan Berrynan
:75 Souti Ftontage bad'Vail, @ 81657
I
PR(rTECT Addition to Vail Trans
JoB No. 4 398 90 oArE: 10-31-90
DAILY REPORT No' 111 SHEEI 5 OF 5
tNvotcE No.
rtation Center Vai 1. Colorado
STRUCTURE Stair No. 12, Can Walls, Level Two
Outside Face
Inside Face
Inside Face
Outside Face
Outside Face Corner
L2n O.C.
16il O.C.
#4 @ 18il O.C.
#4 @ 12il O.C.
#6 4rx4r
Rt. Angle @
Bfl 0.c.
62.331 to
7 4.t61
Grid
31. 1,
South
Lines 30 to
18r to 311
of Line A
SPE TEATP|S: SIEL CMT:
FE}tfoRclllo ctEANt!{Es&
clt R^r$E ltlD oovEE
s'tJCtHo: sPECttE frtt.ls:
8 R gf,FoRn'3 TY?€
FIT{EH
60
C lean'As Specified
As Specified
El nurs ttso
O sttop DR tlt{cs us@
O cornrctm ronseo
E ruu-lue oosERVAnoN
El prrr-nue oFEF AnoN
rlPtAcE coattt llcE
UET PfiO.EC' T'ET PR(IIEC'nmunoors R€ArtRo.fxTs.'H,,iiiffi" nr-ffiuo
s. urton s.L. Pawlak
RE'.D OFE II/ER APPROVED gT
Michael Barber Architecture,
COPIES Attn: Mr. Scott Ward; Gary Murrarn
PCL Constnrction Services, Attn; Mr' uenny
Arrnour; ' Anderson $ Hastingsl
Clrcn€Northern.Inc.Cotr.dUrE [.ngl.b-. oid 3cr-'|hb
REPORT OF CONSTRUCTION ACTIVITIES
^s^rlmlr[Pi(nfcrl'|n'ctrr{'s.nGtrnr^,l|o(tl'Il/rt'rr.!q5]!!r{slr'rmAstrtfcoxn','rur-F|rlir'?'('ol,!o,frn!^'oA,Trl'nIAxFlFtErT-rrrx tr srrrrrrrlri co.ttr&6 (r r.rlR crs rttos on Ft.r,fit€ u:r ntlqf'n-iGinif' nioiro-ix'n nrriu I'niiijd ttlri lr l!f otst'cltn or rnur ttsrro 6
c..ru|fD it|Iss sntt l6trr€lLJlts t,E l{Ill lo N rFllrlo.
a tt,n* . -@* 6. ..6trii
f6 rb. G|IlclA 4/lO
To: TowN OF vAIL JoB No. 4 sgs go DATE 11-1-90
Attn: l!lr. Stan Bcrryrnan DAtLy REPORT NO. 112 SHEEr I OF 775 South Frontagc ltoarlVail CO 31657 lNVorcE NO.
PRqlEcT Additiorr to Vail 'l'ransportat iotr Cctrtcr, Vail, Colorado
WEA1HER CONDMONS AND IEMPEMTURE Cloudy - 35O - sOOF.
CONIRACTOR'S CON5TRUCNON ACTMTIES
PCNSO}INfu
IIf,JOR EQUIPMENT:
AstMnFs:
CHEII-NORTH€RII'S S|TE ACTMTIES Observed and tested the following concrete mixes:
Mix C placed in Stair No. 12, Mix E with Latex added on-site, Placed in the deck top-
ping patch work of Level 4, Mix A and Mix B placed in the walls and structural slab of
3t"it-No. 12. Inspected reinforcing steel pliced in the Level 3 structural slab of
Stair No. 12 and the steps on grade of Stair No. 11, Level One.
VERBAL COMMUNICAT]ON WITH CONTRACTOR, ENGINEER. ARCHTTECT, OWNER
The ownerrs representative was inforned of our findings'
Michael Barber Architecturc,COPIES Attn: Mr. Scott Wa'd; Cary Murrain
PCL Construction Services, Attn: Mr. Denrry
Arrnour: Anderson G lla st ings;
llRS Consultants, Attn: Mr" Les Woorl
ChenONorthern.lnc Cdr.rl}t tnftt+<t trl S<r-U,
REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS
ffi( E l,rt c:r?l.trt At !!t!1!! r t tn'mD at nr o0.ttrltryt=-'{"trrY r dr d ll.I!' r}o rmrnl',tD' mi A|rlr}-
1pr 31'1yr^r;;flnl, olq.por q1 (rr;.crr rir 11r eoraao ar 11nj"f;-friif,a niild?i-rnnrol"rrriorl- s{n rr rrl De 'tFdD cr. rrltl lttl}€ 6
oort.IrrD ulr qttll ,c||5rxtl ,'ra ,4ttD lo H lrllq,
^ t,rtrr a r[FiFlt.t.t..rt t
?6 |. etatl tal a,/to
TO: 191y11 OI; VAIL
Attn: Mr. Stan Bc rryrnan
75 Soutfi Frontaqe Road
Vail CO 81657
SEqfECr Arldi ti on to vaj I 'l'rarrspo rt;rt i on Ccrrtcr',
JOB NO. 4 398 90
DAILY REPORT NO.
riryotcE No.
V;ri. 1 . Co l oratlo.
DATE 11-1-90
tlz sHEEr 2 0F
WesternslrPPUA l"lobile
SPErEAnOITS: S[lJl|P
uD( l.D. Mix C/#40
3||_5rt Alfl cot{IENr Av erage of 7%
AraElrT TEaPER TURE R^llcE 45o-60oF.
IEST
MT nwt(
Mr.
rrc,GT
l.ro.
TlU€
8^rcHg)
T|rE
ARN'VED
TTEs nPL@
RnOUrIEtt@ut{raEtlll
REV(XUIFNO
'i.TERcouPt-Enot{
cugc Y ffit-o,o/
CUUUTAIN/E
H la Aoog)q^ll,t|s
1
2
1.74
100
01 50,19
01 021
7:42 M
8:16 AM
I
8
OO A}I
35 AM 8:55 AII
As
As
Req.
Req.
As Req.
As Req.
8
16
L9
o
lESrMI sur?(ur)
UET UNTTlsHr
(Pcr)
YITID
cot{caElE
TETPE-
RAIT'RI
co
Rfl|^M(s
2 3 5.2 743.7 72 One set of cylinders taken this load.
PROGRESS REFORT
coptFli Michacl llarber Architccturcl
Andcrson $ llastings; Gary Murrain;
PCL Constnrction Scrviccs;
URS Consultants; Western lt'lobi le ;
S. Urton
RED OBSEIWER
'Chcn€Northcrn.lnc C.rr{t'| t At*-r 'ia Sd-rHt
REPORT OF CONCRETE PI-.ACEMENT OBSERVATIONS
All A qrnjrt FmmADl to cttrt|' t|C n iI r,.t (r-rilt'is. Al rtlcrnl rrr( Iitttf0 At nl odrTf'fiw-tFdrrt'V r olf d rt'fl r'o atnDltl^rpl 7rt nn|E -
rpr o' !l, rrsxxr. otrclrrrr. (r rtrrr.crr rr.r. .r rcoaro.F q,r ntrifr-- j^eEnio'-rtiiiri -c-e trrttx ti'io'r& 3lt'ttt wrl l lE rt'60 r'. Itrtl lgtft€ E
cutt.rnD ulll qDIt ,|rlrrxtl ,{ EE- II tl itlltrl
A 'rrrr.r , r'.[FiF-l r" 'f ...rr--
?6 ||, qttl.r /to
TO: 161y11 Ol: VArr, JOB NO. 4 398 90 DATE 11-1-90
Attn: Mr. Stan Bcrryman
75 South Frontaqe Road DAILY REPORT NO. ll2 sHEtr3 OF 7
Vail Co 81657 tlwotcE No.
qqlrEGf Ad(titi on to Vni. I 'fransl)ottflti on Ccrrtcr', Vai l, Colorarlo.
WesternsrPPrftn Mobile
SpE1:pAItOlIt { ULp unknown
trD( r.D- Mix F/#50
ln cogrr T less than 9%
Arstxt ranpr.R ruRE nrlrcE 45o-60oF.
IETto.TRlrct(
ITL
IOGT
l,x).
ru
AATCHq)
TIUE
mRwq,
Tly€
S ltPtfD
RA'OUrIDtl
@UNIER
EOOI
nE\ournor.l
COI'XTER
@IIfI.EIKH
},BIC YAE}SlANt/
CUUUTAIIVE
IYA]ER ADO@
0{,!01|s
3
4
LL4
49
01
01
3024
3032
9:48 AM
L:22 PM
10:05 AM
1:42 PM
11 :30 Al As
As
Req.
Req.
As Req.
As Req.6
10
10
rErrill su,l?(rlr)tn
OOIIE}IT(r)
IEI UN]ItmHr(pcr)
ITII)coNcnfiE
IOTPE-
R nnf,
co
Rfir ro$
3 3 10.9 |?,,^ 1 73 One set of cyl.inders taken this load'
-
PROCRESS REPORTT
^ Drrq Michacl Batbcr Architccturc;
Andcrson 0 llastirrgs i Gary Murrain;
PCL Construction Scrvlces;
URS Consultants ; Western l'lobi le ;oBluA8ge*r* pfuffi"';1't
ClrcnONorthern.lnc Cdrrrtt|. t,llh.-r Fra t l'ttl,
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
ffit FJrr,ro o(rrrv,* 4r tlqtq! .nt J.f,rrtrn At nt: cot-.' w-,'.to'trY G o.tl ct f'l' ro amrtd^''tx 'rt nn'r^-
rDr o. ''^lrrrxrl ooG|,rt'r (! rxrr.cr, ,rrr. r, f,q^rrr.F ,, o*#d-ffi;iD^rtfii6Ai-Frirn r,rrio,|r- sajrrt rrl DE rtl[D d- ttlrt lf:tlxt |3
odtulttt lrl r onil ||lrx|.rtt llt lfirD rc x t[116.
^ a.i.- ., r'.FiFlt .t r, rrrrrr
16 b CltliL a/to
TO: 1g1'1t Or: VArL JOB NO. 4 598 90 DATE 11-1-90
Attn: Mr. Stan Bcrryman
75 South Fronta<re Road DALY REpORT NO. 1.12 5Hggl 4 gp 7
Vail CO 8l-657 D|\,I)|CE No.
PRGTECT Ad(lition to Vai I 'lran suorti t i.on ccntcr'. Vai 1. Coloratlo.
West€rn sP$rtfipils:Slt llP
A/#2
3l| _qr l AtR coilrE{r 4%-8%
AIAT}{r TEIP€RAIT'RErrrrrhi I o lllX l.D. Mi-x R^ltc€4so-6ooF.
TE;T
l,XL
rilrcfi
ML
TrcXET
M).
'nl€
EArcH@
TlrE
ARnwtD
n|rf,
sAnnED
Rf,,qffiXltl
@IJIIIER
EOOI
RE1'OU'ID}|
@U}{tER
@rlPtrnoa{
clrEc Y fttsloro/cuuul rrr/E
w tEn ADD@oltlo|rs
5
6
7
8
9
10
11
54
54
49
44
54
t14
54
4L 3026
0'J. 3027
0L 3029
01 5050
01 3031
01 3033
01 3035
10:43AI',1
11: LSAl"t
L2:08PM
L2:,ZSPM
1 :00PM
1:47P1'l
2:25PM
11 : 04AM
11 : 30AM
12:15PM
12:43PM
1: l.3PM
2:psPM
2:38PM
1:45 PM
2:10 PM
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req.
As Req.
As Req.
As Req.
As Req.
As Req..
As Req.
8
16
24
32
40
48
fl,
T7
10
5
4
p
a
3
lEsirl0 su,lP
(Dr)
ArR
oot{rE{r(r)
f,ET UNTT
ffFHT
(Pcf)
YIEI'
coNcRm
IOIPE-
RAruNE
cn
RflI f,(s
5
6
7
8
9
10
1L
J
6
4.8 145.7L One set of cylinders taken this load.
Rejected by contractor due to high slump.
Batched as Mix B but used to replace
8/48 cubic yards of Mix A.
PROGRSS REFOflT
^.rDrFe
Michael llarber ArchitccLurc I
Andcrson 0 llastings i Gary Murr:ritt;
PCL Const::r.rct ioll Scrvices;
URS ConsuLtants; Western llobi le;
S. Urton
FIE].D OBSERVER
ClrcndNorthern.lnc C6d.,tfrl f,{h.-. tra Sdttl.,
REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS
ffi ^rr ^,n
qEranr-r.,l,. rqqrr.t a'.gg ilruUffi"ffi,f$ffifl| f;ff;"ffi''S#ft-tla'a 3r rrioflr GtrLrDt G tllrct' ir(r G |forarto d! nlfi
cdtrrflD utt! sDrt amllrxl| lif rfilo ro n llnxo'
a 'l..r.r d..lTiiFllr .r .-rt-!
td L. CLll{. ano
TO: 1gm* OI; VAILAttn: Mr. Stan Berryrnan
75 South Frontaqe RoadVail CO 81657
pR(UEcf Adtliti.on to va j. I 'l.rarrstroTtat i orr
JOB NO. 4 398 90
DALY REPORT NO.
N\0lcE No.
, Co I olado.
DAIE 11-1-90
L12 SHEEr 5 0F
Ccntc t' , Vai. 1
hlestern sftFrE Ttolts ltl.JJliP
R/#27
3t|_5rr An coNrEilr 4%-8% (used in Mix
Arsefi l nP€MTURE R^llcE 45o
A application)
-60uF.lf:bile ltD( t.D. lrlix
IET
l|o.nrrcx
}{L
rn(Ef
l,{}.
1llrE
EATCH€D
nuE
ARf,IVtD
TIU€
s llPt.En
RA,OUnEil
COIJ}ITERE00l
RE\MU'IbN
@UNTER
@t/Ptftrc
:{rEc YAffitat|o/
crrllur IlvE
IYA1EN ADOII)
04[1ltc1
L2
13
49
44
01
01
3036
3037
2:46 PI'l
3:57 PM
3;00 Pl'l
4 :13 PM
As Rec1.
As Req.
As Req.
As Req.
B
_16
g
g
IEST10 su[P(nr)
wEr u{rrtrHr
(Pcr)
YIAD
OOTSEIEIE'PE-
RATURI
cr)
RflIAE(s
T2
13
No cylinders required for this trlix on
this day.
PROCRESS REPOKT
^.rorFe
Michacl Barber Archi tccture;
Anderson 0 llastings; Gary l'lurrain I
PCL Construction Services';
URS Consultants; l'[estern llobi 1e;nh.oudBhvER
Chen€Noflhern,lnc
REPORT OF REINFORCING STEEL OBSERVATION
ffi r(rE r., q.frrw' rr irrcr' xq lrs.rD ," $r oot'D.n4 lt"liEr-rrHffi fffid,S#r$f;rr oF n^rDrxrL oooJjslt - .ilfr-fiI ;iEitiqt-qi EFoill it rcrF'rD Prxlx€ 'r.r
rnno|
ifrirH-iie.lra inirt rdr€orxlt
^rE
,mlo lo rl trlla'
^ 'i.r- r s.lTiftl r.t ., ..rntdt-
tdri !.r. CLl l! l/E
er,|!i [r{llrr. -t Sdtnr'r
PRUJECf Addition to Vail Tran tion Center Vail. Colorado
JoB No- 4 398 90 DATE: 11-1-90
DAILY REPORT NO. 112 SHEET6 OF7
tl'tvotcE No.
,Tol{N 0F VAI!
lAttn: Mr. Stan Berryman
:75 South Ftontage tbad
i Vail, @ 81657
I
51RUCruRE Srair No. 12, Structural S1ab, Level 3
One Each Face, Continuous t
Longitudinal
Continuous, Longitudinal
Continuous, LongitudinaL
Stirrups around Longitudinal
Steel East of Column
Stirrups around Logitudinal
Steel
Top of Slab, North to South
Bottom of Slab, North to South
Bottom of Slab, North to South
Top and Botton of Beam,
East to West
2 #9 Top of
Beam
2 #8 Top of
Bean
5 #9 Bottom
of Beam
#4 @ 12tt o.c.
#4 e 12r' 0.c.
#4 @ 8il 0.c.
#5 0 8|l 0.c.
#5 @ 12" 0.C.
#4 @ 18r 0.C.
Slab Line 28.4 t
30,0r to 20f
South of Line A
Line 29.3 to 30
Line 28.4 to 29.
85, 16 1
SP€drE IUls: 51IIL cf, D€!
RE {FOROIIO CtrArlt !|€s3:
ctl R^NCE AID COI'!ft
sn,cHoe sP€crE TnB*
EAN gfFOFI& TTP€
FII{EH
. HTToIIT
El nrrs uso
O sttop Dn xtt{cs usg)
E conrnrclon Aon:{D
E ruu-nm oostn/ ro|l
F prrr-lue ossmrmol
tlPtlcE oonnAr{c€
UET PR(IECT uEr Pn(I|€crieotiaomns RErlnn€rtLts
x,lE't NnuuY $tlflltlA|up RE-EX rr{@
60
Cl ean
As Specified
As Specified
PROCRE5S REPORT
FldlbtrgiEKvER 1p'pffi;ona"tut
Michael B4rher Architectule'
arrn ? Mr. Sc-ott Ward: GarY Murfa.inCOPIES Attn: Mr. Scott Ward; Gary Murrarn
PCL Constmction Servicesr Attn: Mr. Denny
Armourl Anderson G Hastings;
TO:
TOl|lN OF VAIL
lAttn: Mr. Stan Berryman
75 South Frcntage lbad
,' vail, o 81657-
PRUJ€CT Addition to Vall Transportation
JOB NO. 4 39.8 90
OA,ILY REPORT NO.
tltvotcE No.
Vail, Colorado
DATE 11-1-90
I72 5HEET OF
Cent er ,
S|RUCIURE Stair No. 1J., Level One, West Steps
!rcAnoal trFv rxtl RO{FORCDIC oqorefis
r/EEnc l lro6z(,r{ra
Line 10.5 to 11.
36r to 64r South
of Line A
65.0 |
75.0 |
to #4 e 12" 0.C.Each Way, Bottom of Slab
sp€c|rE nofis! srEL GRATE: 60 EI nus t'so
Rotfmctro ctf nt.llrs! Clean E srg Dn rDG; usrp
cr..E R t€E lt{o oot ER As specified o cot'lR^croi ADt/ItEl'
sPucfia sPEurc lurs: As Specifiea tr ru-rrE oFEn/ noN
aAR slrpgffinr: Tt?E El mrr-nur oosEm/Anoll
F1NEH llPtrCE OO$'fl frcE
uEr PROECI UEr Pff(ITECT l)^rEHIIOHT R€qunorExTs REqXlq|E'{nl RE-E(Al||rleDt}E|t NrIu[Y w]l€Nooru€t RE-OCiI|N@
x
PROGRESS REPOKT
Michael Barber Architecture,
COPIES Attni Mr. Scott Ward; Gary Murrain
PCL Construction Sewices, Attn: Mr. Denny
Arnour; Anderson I Hastings;
lfRs Consultants. Attrl: Mr, Lcs l{oo<L-
S. Urton S.L. Pawlak
RELD OBSERI/ER APPROVED Ff
Clten€Nortlrcrn,Inc Lr,|ha ttdtrr Ga 3.160-
REPORT OF RE]NFORCING STEEL OBSERVATION
^r
A utflrt tE|ttncrDt to ctlxtr, nt trrt ',o .r|rrttr. ar fqo!!! rrn !.t TnD Ar n|i co.uxls! -FJ"ltrY or ol'? cu)tll |,o a'nlxt llrl tf,'l ?ltt fA-
rpr o. 3r^r*xr. co,ajsu (r rxn Grr rifl ot ro,ru'r, c,r xrofr'a-iii6' l'riiirn-q,r-wrttx 'e*irint *+ur rat r E (En tr rtn| n:llrp B
(rirl,urlD rr{116 o r.r lftrsolrfll ,rf forro lo tl l[ll{.
a,,-rr' d r,"lTiiHlr.. d .-rrc'r..
r''l |.|r c{lla^ anQ
Chen€Northern.lnc.Co||.dtt|e tnal,rai. ottd sd-iH.
REPORT OF CONSTRUCTION ACTIVITIES
TOWN oF VAIL JoB No' C lge 9O OATE . 11-2-90
Attl:. Mr, Stan Berryman DAtLy REPORT NO. L1j SHEEr 1 OF 475 South Frontage Roadvail co 81657 lNvolcE No.
pR(IrEcr Addition to Vail Transportation Center, Vail, Colorado
WEATHER CONOMONS AI{D TEMPEMTURE SNOWiNg - 35O - 4OOF.
gHEN-NOfiIHER1{'S SnE AcfMTtES Tested
Sampled and observed Ivlix C concrete placed
concrete poured in Stair Nos. 5 and 12-
conpaction of
in the steps
step subgrade on Stair No. 11.
of Stair No. 11 and the l4ix A
VERBAL coMMUMcAIoN wtl}| coNIRAcroR. ENGINEER, ARcHnEcT. o|vNER
The ownerts tepresentative was informed of our findings '
S. Urton. S-L. Parvlak
REID OBSETWER
Itlichae I Barber Architecture 'COPIES Attn: Mr. Scott War<1 ;521y Murrain
PCL Construction Services, Attn: Mr' Denny
Armour: Anderson & Has-tings; .. .
IIRS Consultants. Attn: Mr. Le!- lleellj
a 'r'r.- d r.[HUt-lg',r r drt'r-
fdrir r|G cEtoa 4/.o
Chen€Nonhern.lnc.C.rrd,!t t'tfr| .{ S.rnara.
REPORT OF FIELD NUCLEAR DENSITY TESTING
N ^
rrnr r r,iqllcro. q,qtlq-Ir nf,lE rlo o.Elrd' Ar-E !l[1 rft suf,rrl?D ar nf dr?toou! wrrsffi fffi.|F sF;rpt 11l r111r6.xL C6{rUtgrt qr rieeiri-niri m r1qrerhq qn m;qrn-C Rt5tilrI! F$rnO q;q 16TnX
currttD urnt (/lult ,,;t€t'|Darl ll3 ,f,lrt m ll litnr|o
^
irnr- d r'.{Tttf-ls-r r ...r?'rb
rlii h CuflOtA a/to
?ar.ru: TOWN OF VAIL JOB NO. 4 398 90 DATE 11-2-90
Attn: Mr' stan Berrynan DArLy REpoRT No. 113 sHEEr 2 oF 475 South Frontaqe RoadVail Co 81657 -
, ltwolcE No-
l8qlEcr Addition to Vail Transportation Center, Vail, Colorado
SPEC]nCATION COTIPACTION & MATERIAL
MINIMUM REQUIRED |N-PLACE DENsmY 95 X As DEIERMINED BY: ASTM D 1557
CONSIRUC1]ON CONTMCIOR: PCL Construction TEST LOCATIONS WERE SEICTED FY: ChCN-NOTIhCTN
TY?E A}ID NUMBER OF EARIH MO/ING UNTTS
TY"E AI.ID NUMBER OF COMPACTION UNIIS
METHOD OF ADDING MO| TURE
TH]CKNESS OF UFT
NUMBER OF PASSES
*BSG=Below Subgrade
LOCATION
DE TH OR
ELEVATION
(FEEr)
LABORATOFNT REU)
PERC€IIT tr
(n€rTtv€/
rA)(u{tt)
ottr tcD
SOIL TY?E
IEJI
NO.IIAXTMUM
Drv
DENSTTY(pcf)
OPnMUM
MOISIURE
CON'IENT(t)
oR/
DENSTTT
(Pcr)
MOISTURE
CONTENT(x)
454 Step Subgrade, on
Line 13, 50 I South
of Line A
2.5 r BSG*140.0 6.1 138.2 6.3 99
SIight ty
Silty SandY
Grave 1
tl FUtl- TIME ossE vAroN E PART TIME oBsERl/ATrcN
nn |tr().n pif,lrfft F rD6 rilro rs ^ ft:Ulr ff (rn Frry rrnr 1,Tllgff.J|t#Hg'llD,-%, liffw_&ffi-ffFj{tffi*KHEffi^,fffi"P"{";r3{ff"ltt".lltitl[+'ruiiieJ# a,sd rm ttm.nc rii--riiii'nana nr uuir 3rfcrtEAtxr6'
THE Ntru B DE FOIIEIEi yEnm of IEsn c w s us€D lH suBsl rflul rccoRo NcE mH Asi[U 02992 AllO DJl17
URS Consultants and
PRzuMIMR|T OBSER/ATIoNS Ahlo/oR TESr RESULTS VERBAIIY REPORTED To@
PROGRESS REPORT
Clrcn0Northern.lnc.Cr:J|l}i t r!b.-r t{ Sd-ara.
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
Ar A rrrua lFt|ltDt ro cttrfft, rr; trf t xo q,Enran ,ll tlDdrnt ^nt
ttirfiyD ar nf, (r|rt)o|.r t FF.t'rrrt dr dtl d ftaf,' |ro a'nb.lt t!.l tDl tt'ilt)|l'
rr' or rrarrtxrl orrarrrr! (! rrrucrl rrcr trr rro{rrp qr nerorii"iirrinio' milip-o.r -rwrlu 'iho/A- s r'ujt f,u r o:FurD c'- ^'1rl trJll€ 13
contlID ltltrI ol'.t ,r.IIxB lta. |.f,rD lo fl rf,|tf.
a irtt', *fil-tfr-lrt .f .{"-*
t6 1.. CEI l,|| r/a
To: 19v11 ot: VAIL JoB No. 4 398 90 DAIE 11-2-90Attn: Mr. Stan Berryman
75 South Frontaqe Road DALY REPORT 1.19. 113 sHEn 3 OF 4
Vail CO 81657 tl,tvotcE No.
_EBqfECf Arl<liti.on to Vnil 'rTansl)ortirt ion Ccrrtcr, Vail, Coloraclo.
Western sftErE tpr.s:3{lJlf
cl#40
3r_5rr ln @NIBIT Av erage of 7%
llasrr TETPER ruRE RIIEE 35o-40oF.I'lobile l||x t.D.Mix
IETto.nwxtn lrcXETto.Nlr€
E rcfls)IU€
ARfiVTD
TUE
s |lPtID
R8,rf.UrXtfl
@IJHIER
EOOI
RE\q.UINCI@urfia
oraPt-EnoN
;t uc Y &lsLo,o/
CUTI,l^IlvE
tr rB |Do€D
0^l!01rs
1
1
49
46
01
01
3041
3043
9:06 AM
9:28 AM
9: L5 AM
9:49 AM 10: LOAM
As Req.
As Req.
As
As
Req.
Req.
8
16
6
9
TETT
HT
su,l?(nr)
HET UI.lr
wlo+fT
(Pcf)
Yltut CONCffiIE
IEI'PE-
RA1URTm
RflIEG
1
2 2 4.4 'J,44.s 70 One set of cylinders cast fron this load.
-
PROGRESS REFORT
.^!^D.FR Mi chae I llarbcr Arclti tccture I
fuiderson 0 llastings; Gary Murrail;
PCt Constmctiotr Scrviccs;
URS Consultants; Western ltlobi 1e;
S. Urton
REI-D OSERI/ER
ChenONorthern.lnc
ooallfD t a.tll orar ,|nerarx'l l|f l6llD to r rf,|'o'
^
ir.r.' d r.[friFlrr d..tt-b
7-i |.. Gtall{ a/to
C--rhf [4h..| :!a Sd-t|{
REPORT OF CONCRETE PTACEMENT OBSERVATIONS
*jffi ffi Jffi .FS'.#ffiB#,ffi "'HHP"T'H.ffi,.iW,f $*S'nf#"-6n'F*f, ft
TOr lgpp 0F VAIL JOB NO. 4 398 90 OATE 11.-2-90
Attn: Mr. Stan Bcrryman
75 Souttr Frontage Road DATLY REP0RT No' 113 sHEEr 4 oF 4
Vail C0 81657 N\rcrcE NO.
PRGTECI Addition to Vail Transl)ortation Centcr, Vail, Coloraclo.
Western SPEFEAIEiE: SUruP 3rr-5rl ln comor 4%-8%
ATSE T IETPCRAIUiErr4rrhi 1e Ltx 1.D. l'lix A/ #2 nrrs€ 35o-4ooF.
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f 0:39AIvl
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2:18 PM
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One set of cylinders cast frorn this load.
PK)GRESS REPORTT
...tDtFe Michacl Barber Archi tccture l
Anderson 6 llastings; Gary Murrain;
PCL Constnrction Servlces;
URS Consultants; Itlestern l'lobi 1e ;
S. Urton
REID OBSERI/ER
S . 1,, Pawlak
APPROVED ET
Chen€Northern.lnc.Conrd{n{ t glrl. . od S.l-rtLt,
REPORT OF CONSTRUCTION ACTIVITIES
To: TowN OF VAIL JoB No. 4 396 99 DATL 11-5-90
Att!: Mr. Stan Berrynan ONLY REpOFf NO.1-14 SHEET lOF 175 South Frontage RoadVail CO 8L657 ltWOlCE NO.
ptt(IrEcf Addition to Vail Transportation Center, Vai1, Colorado
WEATHER CONDITIONS AI.IO TEMPEMruRE Cloudy - 4OO - sOOF.
CHEN-NORIHERil'S Sm ACttVmES A site visit was made to pick up cylinders cast on
tl-2-90.
VERBAL COMMUNICATION WTftI CONTRAGTOR, ENGINEER, ARCHTTE T, OYJNER
The contractorrs schedule was reviewed for Monday'
S. Urton S.L. Pawlak
FIBD_ bBSEflI/ER APPROVED gY
Irli chae I Barber Architecture,COPIES Attn: Mr. Scott Ward;f,31y Murrain
PCL Construction Services, Attnl Mr' Denny
Armour: Anderson & Has-tings; ..rtns Co;sllltants " nttn: Mr. Les tYood;
ffi # ffilr*.f"Ilr&ff J#H,T,1fi'rtrmffi,r $AE'ffi f"ffiffi.'s#Ef;
inaun.D firs omrt rx rqxrn rrr rattll lD lll rrulro'
a 'rirr.- ., s.[Tifr-]"-t r, ...it''tr-
frir |.r Cu[l(l' 'YlO
ehen€Northern.lnc.Goi.sIJ.|. tneil... oti 5d- rt|.
REPORT OF CONSTRUCTION ACTIVITIES
TO: TOWN OF VAII JoB No. 4 398 90 OAIE: 11-5-90
Att-n: _ Mr. Stan Berrynan DALy REpORT NO. ll5 SHEE1 1 OF75 South Frontage RoadVail CO 81657 llwolcE No.
pRqlEcf Addition to Vail Transportation Center' Vai1, Colorado
WEATHER CONDMONS AI,ID TEMPEMTURE SNOWiNg - 35O - 4OOF.
CHEII-NORTHERII'S Sm ACITVffiES Inspected reinforcing steel placed in the step top-
ping for Level 3 on the west steps of Stair No. 1.1 and the curved wall, Level 3, Stair
'11o."12. Sarnpled the concrete plice<l for the step toppings of Stair No' 11, Level 3,
west side.
VEREAL OOMMUNICANON WTIH CONIRACTOR, ENGINEER. ARCHIIECT, OWNER
The ownerrs representative was informed of our findings'
Michael Barber Architecture'
COPIES Attn: Mr. Scott WardlGary Murrain
PCL Construction Services' Attn; Mr' Denny
Armour: Anderson 6 Hastings; ..iiili-ii'i*r'ttinis " nttn : Mr. Ie1!qq4j
^
rEr.' d $.FiIl F .. c."'{-
lrri l5 cLloA a o
To: 19g* oF vnrl JoB No. 4 398 90 DArE 11-s-90
Attnt Mr, Stan Berryman
75 souttr Frontage Road DALY REPORT NO. -11s SHEEr 2 OF 4
Vail CO ,81G57 |NVotcE No.
eEqlECT Addition to Vail 'l'Tarrsl)ortat i. on Ccnter, Vait, Col.orado.
Westernffi uobile
sftrrE lp$s. 3unaP
lru l.D. Mix C/#40
5|l_ 5r r An cor{rE}n Average of 7%
ArsE}{T TETPEMTUFE RA}lcE 35o-40ol.
lESr
NO
rn c{
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co
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1
2
2 L/2 5.8 143.9 70 One set of cylinders taken this load.
PROGRESS REPORT
^ Drre MichacI Barber Arclritecturel
Anderson I llastings i Gary Murrain ;
PCL Construction Services;
URS Consultants; Western llobile;
S. Urton
RED OBSERI/ER
.
CheneNorthcrn.lnc,Cdrth tttlrt !}a sd-alb
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
Ar A ||.tll. lFltEaDx to alDflt, r( 'tft rrrt qltrarrfl A|q9q! ft !!nttffD at t't cotGIT]{- rtrfitlY (/ drl dD|nL lro arruitlrDr mi itti|ra-
rpr or 3?arrrrolrt coanrrrr qr rrrr{ctt no.. G [q ^(FF or.a aglori'i'n..itiil'-lriiip-o,r -wl trx rrriwrr- grlrt xrt E[ 'rtao t lntl latt]! 13
GOttItE ua.lr oDrt ,rirrlrtatt lna lttll'o lo x tnnt'l
A iE*- , r-[TiE-lr..r of r:4rrb
ari |.. Gralli| VIO
Clrcn€Northern,lnc,A:dri t4h-r na S.r..tl'r
REPORT OF REINFORCING STEEL OBSERVATION
ffi Frr ao o.r,.twa ar lgFl1,,-rJE r,larrD rt fl'l oo''ttxl'. lrrtnt r dt or tl r'"' aml' llD' 7['. ?t..n\-
nd. d- n^rulrrr @drrorl {! rxtFrcnt trc! -q -Fltl3:ll tr.r nrqfr*s-iGinil -rtiiiiri-qri-r;rrur irliini grus n! I otrAqrr' (t rntr ltsrrr a
inrGto tirr,rr qltr.l l*rqtr.xlr xlr lsrlo lo H rrrlrl
a rr.-!.- .a *f@* ,.ditrr.
fl. r r.,r. ctalla ./'0
TO:
TOI{N OF VAIL
f lttn: Mr. Stan B.errynan
75 Soutlr Frontage Road
'vail, @ BlG57
PRurECf Addition to Vail Transportation Center,
JoB NO. 4 396 9q DATE: 1t-S-90
DAJLY REPOKT NO. lI5 SHEETS OF4
INVOICE NO.
Vail. Colorado
STRUCIURE Stair No. 11. Sten Topnins. Level -j. West Side
lE^llotl Itfv^r(tl ft roRcoac co|,|llo{nl
vanc[HOBZ(}{rA
Grid Lines A. 1
A.2 and 11.3 -
12.3
83.0 |
94.0t #4 e 12r 0.c.Each way
sP€cuE nons: slErl GR E 60 El nrns uso
n6p'mc9o ctE lil..gtEst Clean E goe Dtumrs us€D
cuAn rcE IND cstfi& As Specifie4 trl coffnAsroR AstisED
spuctxo: spEct,E Trils: As Specified tr Ful-lluE oGEruATloft
sR s.pFofirs: rypg El prrr-nue ossEnvAnoil
Flt{EH l}Pl.|CE CO|rIPI tlCE
UET PROTECT UET PROTECT 0A16HECHr REpulnolofis R€IfnFq|ofrs RE-DUrfl|'EDrr{}t tNI|l Lly r|t{O{g rllfl RE-g,^llD{@
PROGRESS RTPONT
Michael Barber Architecture,
COPIES Attn: Mr. Scott Ward; Gary Murrain
PCL Constructlon Services, Attnl !'lr. Denny
Armourl Anderson $ Hastings I'llRs Consultants. Attn: l,'lr. Les Wood:
S. Urton S.L. Pawlak
RE.D OBSEfiUER APPRO/ED B'
Clien€Nollhern,lnc.Od.iha lr{n-r rta s.ri{d'
REPORT OF REINFORCING STEEL OBSERVATION
ffi nlr fro o'.'n! ,.l iDrdrt !r( !ri.Tru, ^" ff cg{t'l"r,. Fit,'rv 07 'rr .'Dfrl rro an*'rDr ''i F-4r^-
rur '. $^rr' rt oo€'Fo.lr ci rx,r crr rq q Flgl: q.r rroiii-c-irfnln- }oiiin-or -rrrnor erimnt- srrur rlr r uturo 6 'rtrrr rrrnro B
inrrffi tiu-s intu r*ru:rxtr !E ,anro ro N rrgnn
^
a-a-.1 *@* ri ec4anrr
TO:TQltN OF VAIL
iAttn: Mr. Stan B.erryman
75 South Frcntage Road
.' vail. @ 81657
PR0TECT Addition to Vail Transportation
JOB NO. 4 398 90
DAILY REPORT NO.
II'MOICE NO.
Vail, Colorado
DAIE: 11.-5-90
f15 SHEEr OF
Center,
STRUCruRE Stair No. 12, Curved Wall, Level 3
!E no{g5/ ro nE{FORC${C
CqT|EXIS
wtrnc L lroftzo{Ir|-
C;rid Lines 30-30.8
and 0t-24t South
of Line A
84.47 |
96. 75 |
#5 @ 6r O.C.
#4 A 72|' O.C.
Eaeh face
Each face
sPEorE no$* stEL GRAoe 60 EI n'rt,rs uso
mlfmct|.xl cuArut{€sl! clean E sl|e 0R wl}s t'sg)
crErRAllcE lrD @r/E& As Specifie4 u cotflR^clon rDvlsED
splrcugt spEcnc rp s As Specified El n lr-ru€ oEEv rpN
E R stpFffiTs: TypE El prrr-lm omnv noll
Fll{EH ltPl.ACE Oolll.Pt }lCE
HmHr H,'ffi H"'EbTl *.-ffi,,-*r€{ tNnuLLY wtlElE(^n0{q) RE-EGUW@
x
PROGRESS RPORT
Michael Barber Atchitecture,
COPIES Attn: Mf. Scott lyard; Gary Murrain
PCL Constnrction Services' Attn; t|r. Denny
Arrnour; Anderson I llastings;
llRs Consrrltants - Attn: Mr. Les !v!qdj-
S. Urton S.L. Pawlak
RETD OBSETTVER APPROVED FT
frtn raa Clalla a/F
Chen€Northenr.lnc Cd|i4lrot :rlgh.ra tJ sd-ir.t
REPORT OF CONSTRUCTION ACTIVITIES
To: TOWN OF 'AIL
JoB No. 4 igf 90 DATE .11-6-90
Attnt Mr. Stan Berrynan OAJL' RE'ORT NO. 116 SHEET I OF 475 South Frontage RoadVail CO 8L657 ltwolcE No.
pRqJEgt Addition to Vail Transportation Center' Vail, Colorado
WE TIIER CONOmONS AllD TEMPERAruRE Partly Cloudy, Turning to Snow - lst-:l!9F.
C!{E}I-NORIHERT15 Sm ACIMIES Inspected reinforcing steeJ. placed in the Column,
LeveL 2, of Stair No. 12 and observed the preparations of the reinforcing steel in
the walls that were poured today. Snow was removed from this steel with proPane
burners or air .orp"'"rrotr. observed and sanpLed the concrete placed in the Level 2
colunrn and Level 3 curved foundation wall 0f -St"i" No. 12 and the west wall 0f the
east steps of Level One, Stair No. 11. Tested structural fill placed for the slab
subgrade of the tunnel on Stair No. 5. Fill placernent was discontinued due to high
moisture content.
i/ERBAL COMMUNICATION WTT}I CONTRACIOR, ENGINEER, ARCHTECT, OWNER
The ownerr s representative was inforned of our findings'
S. Urton. S.L. Pawlak
REI.O OEBVER APPROYED ET
Michael Barber Architecture,
COPIES Attn: Mf. Scott Ward;Gary Murrain
PCL Constructlon Servicesr Attni Mr. Denny
Armour: Anderson 6 Hastings; --iiil{-Ei'1""t-t-inii- nttn: Mr. Le3 Wood;
^
Gri.- ra r.lTifr-ls-t .. c.r't'{-
Lt tlr O.tlct^ a/F
tlrcn€Nonhern.lnc.
coaflE U}{.Er Ond ||Drrrxl3 ,t[ ,rrED llt fi rlnrfir
a lrr+- d :rFiF-ln r .....r!nr-
FFi |.a. CJEttt a/F
C..r/Unt t^rh.r. -{ S.ltr{-
REPORT OF FIELD NUCLE.AR DENSITY TESTING
^3
a rrnxr lqrsrq. -t9-qqt|L!f FnE A,o (rmlE * @#ot#o?Hfl-,ffi;r s1ffi fffiffi.tF Sr;
fiirl o; steiglorr- coqlurc (i FrrircfS tl.lt G i€o rrtrr! c.n xl t
TO: TOWN OF VAIL JOB NO. 4 398 90 DATE 11-6-90
Attn: Mr. Stan Berryman DA1Ly REpORT p9. 116 SHEE1 2 OF 475 Souttt Ftontage RoadVail C0 81657 rwolcE No.
PRoJEcf Addition to Vail Transportation Center, Vai1, Colorado
SPECIRCAnOX COllpAcTtoH & UATERTAL
MINIMUM REQTIIRED IN_PI.ACE DENSTTY 95 T AS DETERMINED Bf: ASTM D 1557
CONS1RUC1ON CONTRACTOR: PCL Construction 1p51 LOCA1ONS WERE SELECTED Ff: Chen-Northern
Tl?E AJ{D NUMBER OF EARIH MOVING UNITS Trucks, 1 Skid Loader THICKNESS OF UFT 12"
TY?E Al{D NUMBER OF COMPACflON UNffS 1 Vibratory Plate NUMBER OF PASSES Varies
tRcENr of
(Re-AIl\,t/
lr,oot|tr|}(xrTrlg)
*BSG=Below Subgrade
LOCATION
slr"ghtry
Silty SandyL32.6140. 02.5 t BSG*301 South of Line A
0n Line 22.1
tr FUII TIME OBSEfUAIION ts PA'IT TIME OBSEFVAIIONnmm'hff rffi",rft hffi ilSffis}#ffi ffi.frffitrtrtr'
rHE MrcLE R Dg|ts(l|EIER UEItm Of rrsr|rlc w s t s@ rN su8st lfll L rccono NcE fftH ASIU D2992 A]lO DJ017
pRzuMlMR/ oBsEftl/ATtoNS Alto/oR rEsr REsuLrs vERBAITY REPoRIED ro: H-s, ;"T::ffit;;[I
See Sheet 1 of 4.
S. Urton S.L. Pawlak
FIELD OSEM/ER APPROVED BT
Michael Barber Architecture'LvrlEJ AttnI Mr. scott watd;,
Anderson & Hastings; l!r' Gary Murrlan;
PCL Construction, - Attn: l''lr. - Denny nrmour;
itilS dililiainii,'nttn: Mr' Les ry999j-
TO: 19p11 OF yAIL JOB NO. 4 598 90 OATE 11-6-90
Attn: Mr. Stan Berryman
75 South Frontaqe Road 0 lLY REPOFTT NO. 116 sHEEr 3 0F 4
Vail CO 81657 tNvotcE No.
IEGECT Acldition to vniI Transl)oltirti.on Ccntcr, VaiI, Colorado.
Western SPErrc TPilSs 3[IJT'P
A/ #2
3||_.5r1 tn cor{rD{r 4eo-.8%
AlEtlIT TETP€M1UREI',lcbile IU LD. Irlix R^'SE 350-450F.
IE;Tlp.TtrI'Ct(
ML
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t|(L Il|r€
BAICHII'
Iu€
ARNilED
l|rr€
s lrPtfD
RE!flrrru{
@UNTEN
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RErqlJIF.|
c{xrNTm
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crrgc Y ru$t-o,o/
clruuulrvE
w^rn Am@
oru-o$s
1
2
3
44
54
119
a7 3067
01 5068
01. 5069
10
10
l-1,
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47N4
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10:37AM
11 : 00AM
12:20PM
11 :50AM
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I
16
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(Pcf,
Yat)@NCNEIE]EIPE-
RAIT'RE(F)
RfirAlu(s
1
2
3
2 3/4 4.L 145 .9 69 One set of cylinders taken this load.
PROGRESS; REFORI
^ D,'.E Michael Barber Architecture;--"- Anderson q llastingsl Gary Murrain;
PCL Construction Services l
URS Consultants; Western l,lobile;
S. Urton S.t,-Padlak
FIET.D O6EM/ER APPR0\/E) FT
'Chen0Northern.lnc Cd-r|lf ltttr-t lra s.rtal&
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
,t A llml{. ?ittlE|rr It .lrxn' rt tlfE,,rt dE!at4r' ,rt, fqgq! ^,l(
lr'tr'rD a! ''f, cormo't{ ti'trrrY r (r'r or'|l:l ^'o
amol'rfir| tu Fttr EA-
io{ t srrr"rolrt oorqrlr'.t G rrn}'clrr mo, ol itorir.p a,r eniti;-ffidip^niir;Ai-wlmr'irrrolr- 3rlr'trr ml gE DrtltD c. "tlt rE rDE a
o0.r tnD t'lll aDrt {ar.|rrarm lI x[I.o lo ,l lf,ltfl,
A '!.!.' d r.Fifi-l;rr d ...rt--
td l|, CLll.. a,/to
. Chen€Northenr,lnc.
REPORT OF REINFORCING 5TEEL OBSERVATION
ffi ,.rr r,.) dfrrt\tl xr irF rr_l"r lr,ifirtD ll nr o.,c"txrlt ri''ttrr f r't? cutltlt f'o 'l'l*xt rD' t.'l ".tr
rcA-
rsl o. srrrrrmt oourm6 or fITiAcrt !!q -S! Igg: cr rrufr*c-rdnio'ltirrri-ql rsrrot Fiiriuf slar: rrr r rruo tr lrrrr lurt€ ll
iua,np uris ottal lmrqtt {tt llf lqu-D lo x r[I]rL
^ 'i-r.' ., r.lTlX lr-r d ..dtdr..
fdi ,.r, C[ltaA l/a
Arjt}a bd^-t .ia Sd.atL.
Tat.
TOWN OF VAIL
lAttn: Mr. Stan Berryman
. 75 South Frcntage badI vair, @ 81657-
JOB NO. 4 398 90 DATE j.L-6-90
OAILY REPORIT NO. 116 SHEET 4 OF 4
tltvotcE No.
PRUJECT Addition to Vail Transportation Center, Vail, Colorado
STRUCruRE Colunn, Level 2, Stair No. 12
LOCAIn|EITI'AltoN
RANFORCT{C oqoE0:5
VBNC^L Hmzo{rrL
Grid Lines 50.3
and Line A
72.01
92.0 t
to B#7
#5 Ties @ 18'l
o.c.
Evenly Spaced
2ltr in diameter
sPEcltlc n$r$ $EL cRrIE 60 El nera uso
Rgr1.rncfio ctf,^ltDt6s& Clean E gmr Dnr$IF usED
cu m$E lr{t COVfe As Specifie6 tr corfln cloi Ao/lstD
snrcNcs sPfErr rnI|: As Specified tr nT r-TuE ocEry/{Ix)N
BAn $f,Fffirs: TypE El prrr-lur ossEntAnoN
n Ell lt'PlJ^cE o0lLPl llGE
u6r PRO,EGT lrEr PRq,Ecr D TfHtlclr RErun€r|€xnr RE(Mlq|fxrs nr-pulrcof,rEl lN[uuY ffioloulttp RE-O(^IH@
X
PROCRESS REPOKT
Michael Barber Architecture ,
COPIES Attn: Mr. Scott Ward; Gary Murrain
PCL Construction Services' Attn; l'lr. Denny
Arrnourl Anderson E Hastings I
llltS Consultants. Attnl Mr, Les Wood:
S. Urton S.L. Pawlak
RE,D OBSERI/ER APPROVED gT
Ghen€l.lorthern.Inc.Cd|.t,|t|. bsld.. otd sd.r$tL
REPORT OF CONSTRUCTION ACTIVITIES
To: TowN oF VAILAttn: Mr. Stan Berrytnan
73 South Frontage RaadVail CO 81657
PR(IJEGI Addition to Vail Transportation Center,
.JoB No. 4 3gB 90 DATE: 11-7-90
DAILY REPoRT No. 117 SHEEI 1 0F 2
rNvotcE No.
Vail, Colorado
WEAIHER CONOfNONS A}ID TEMPERAruRE Clear - 3OO - 4OOF
GHE}'f-MXIHERI{5 slTE AGrMnEs observed the placement of light weight 3/8tt aggre-
gate Mix E concrete in the metal decking of Stair No. 6'
\ERB L COMMUNICIinoN wrft coNIRAgtOR, ENGINEER. ARCHrECT, OWNER
Theownerls.replesentativewasinforrnedofourfindings.
o8n %BH* nfifo'ff$in
Michael Barber Architecture'
COPIES Attn: Mr. Scott Ward;Gary Murrain
PCL Constnrction Servicesr Attn: Mr. Denny
$IH'H:; ",,,t1*EIl'i.t,'l'frli'f.3 i n""r,
A n var d ll-}ftFlr.,r d.rit'r
ri r|.. cr.'tcr r/rc
TO: 19gr oF VAILAttn: Mr. Stan Berryman
75 Souttr Frontaqe RoadVail CO 81.657
-lEqrEC-I Adtli.tion to VaiI Transportati.on Cctrter,
JOB NO. 4 398 90 DATE '11-7-90
DALY REPOFT NO. 1f 7 511gEI 2 OF
Dn,otcE No.
Vail. Colorado.
Western sF&rrcArpils qJ.lllP ztt-Atl An cor{rE{r s%
AEE{T TEiPEAIUF€l,lobile llll l.D' Mix E RAIIGE 30o- 4ooF -
IEII
lro.ln cfiln TEI(ET
l{o.
IIUE
BAICHq'
lllr€
finryE,
ltuEs ltPt Et
Rnou,lm
orul{rER
EUOI
RA'AUrInTl
@uttnEn
O()||PIEIIO{
cl&c Y Gt-o,o/
clrur[.AlIvE
w tE
^D(E)o^l!(t..s
1 46 07 3072 8:48 AM 9:04 AM 9:45 AM As Req"As Req.J/J
rElrtn sll[?(Dr,ArR
@ilIEilT(l)
TET UMT
TffHT
(Pcf)
Yltur
@$CNEIETAfE-Rnrcc4
Rfir tuci
1 s 7/2 4.2 J,30 "2 65 One set of cylinders taken this load.
PROGRESS REPORf,
^nDrElE
Mi cliae I Barber Architecturcl
Anderson fi llastings; Gary Murrain;
PCL Construction Sewices;
URS Consultants; Western llobile;
S. Urton
RE".D OESEM/ER
' Chen0Northern.lnc Cir fit Inth.-t d U.lL
REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS
*f -%smffi Hff# ffilB,#'mdHRo*H,3ffii.Im,f 'lXEHl l"ffi6ry''f'Sft
ooauntr ur.r sott,iD,.Irarll .rrf Lrrt ll, ll lfi|rl
A nrrrar rl r'.[ffi1n " r, .rrr-!b
?ri lL G|Ill{| ano
Chcn*Norihs'n,Ilrc.a,at\ttul l.^7t-'. .n.r 'rt.'trr.t.
REPORT OF CONCR[T[ TEST CYLINDER DATA
nr.c0 0EC 6 €e0 '
To: -- Joo No.4 398 90 DATE: t1-7-90'l'olvN oF vAI L
nttnt Mr. Starr Bcn'ym;rn DAILy REpORT NO. SHEff I Ol' 1
75 South Frontagc Road
vai 1 co 81657 u_IVotcE No.
PRGJECT Additi on to Va j I 'l'r:ansrrortati ori Ccnter. Vai1. Colorado.
Step Topping, Stair No. 6;
BATCH T]CKET INFORI/ATION:
suPruER Western Mobi lc 'lnuo( uo. 46 ncKEr No. 0L 3072uu orJlcN o. I{ix E cu. yD. J
nuE lArcHED g:4g A.M. nME /\RRrvtD g:04 A.M. TluE PL.rc[I| 9:10 A"l{.
FIELD TESTING INFORMATION:
nuE rEsr T^l(E|{ g;{g Alr,l sLur/p J\ bt. NR Co}.rE}O 4.ZzwFj uNlT wEct r 13Q.2 p"t. at\llPtE TEMP.65o l,R rulP.3soF
JOB SPEClnCAnOlls StlJMp . , tN. AJR CoMflJf F I WAIEn AOOCD AI sm d cot. ttD,Artt(s:
CYLJNDER INFORIiCTION:
no. oF c,tlJNoERs 4 clt luDEn slzE (rtr x l2rl ]luE (;nlNDtRs c-sr 10:00 A"M, wt tl'JlE c-Lst On-Si tc
CURING INFORI"TATION:
lNflul cuRE on-site Ra.o $of{ 6E FACTUTTES cure Box Mt}t./}.t x. o rL-lnUE ,rr UrI|" 11-8-90
oAlE sm|PPE) 11-8-90 tt/: s" urton REr't,*t{xs
6.00
6. 00
6.00
6. 00
^,lEAsa. fi.)
28.28
28.28
28.28
28.28
con/ shear
con/ sp 1i t
con,/sP 1it
con/split
4950
57 70
5690
5990
7
2B
28
?8
140,000
163,0O0
161,000
169,500
11-14-90
L 2-5 -90
12-5-90
12-5-90
rt5rs rt uDduIoGY ntRffi|rlll rrtf trl l/-alLllrrrrif f,irt ^ttll"/rflI Anu r,f-lt (xt< In{155 olllur llr_ l|olfo
Sollf trttun{Alloll olt lltt5 itSl mr\xl ! Y tf |'lto!|t}tD rr olllltls'
S . Urton 'l' . Laudi ck
I1ELD OBSEM/ER APPROVTD [ T
Michac I Rarbcr Arch itcctur-c;uurlL) Anclerson fi lllstings;
PCL Construction Service s; Westertr l"lobi.tc;
UIIS Colrsrrltants ; l"lr. Gary Murrian;
t3 I uunm. trn('llcTrtr m |^l rrlT3t ltlt nmE ltto d,Fatlvl-r ,l I
rhrl or ttrlt|lt t.ft cttrtr |tlitr3 on rxltL,rs Ttrov ('r pl{:^,rltt,.)
4qg^r.l't ur{ ljts on|t]i |,lrl,rrlot|rltn3 A/tl lfrnlu lo !l wnll0rc.
a '-nt ' '. rr-l rlirTl g.-- or cohroiL.
rid rh. cuf,llJ a/eo
lr.:rD& lsnlJrom-', ,,.f ilrmallilt Al llra a4rtl.'ttlrw F n'ifrt Ol. 't'n
Ctlljfl:\ "llt ^/llr)| l/Alrtx tnn
oun Ft t.tr,rr.', E nr-''tr<rto rrrrou* otrtit f*ltittt lT t'tl(t't' :' ll'! t ''r wrtl tll'- ort\t3r D or r'1ln
. ."Cltctt$Northc|.tt,lttc i ,,,,g a,F,r.,",.?n,-.i 6on.*,a{,.,.
I
REP.RT oF coNcRuru ,ur#Qlik;i*' ';i;^
rv:
TO1I;N 0F VAIL JOU NO.4 398 90 DATE: 11-16-90
Attn: Mr. Stan Berryn:rn DAILY REpOt{T NO. SHEEr 1 OF 2
75 South Frontagc lload
Vail CO 81657 lwotcE No.
PROJECT Addition to Vail Trarrsport at i. on Ccntcr. Vai l, Colorado.
PI.i{CEMENT LOCATION:
Leve I 4,East of SIab;Stair No. 12: Wall, Level 3 on
LetteJ- 2, Retaining WalL Extending
Column; Wall,
fron Entranbe;
EATCH TICKET NFORMNON:
suPruEx Western Mobile ncKEr NoOl 3210 uu oeucN no. Mix A cu. \!. 8rRrrc{ No. 119
nME lrATcl{tD 11: 14 A.lrt.nME /\flnrGD 11:29 A.Nl.TluE PLrcEL ll:40 A.l'1.
FIEI.D TESTING INFORMATION:
tluE IEsr r^xcx 12:00PMsLUup 5k til.
JOll sPEctnc^not$ sujuP j_-5 tN.
lR @MEtfr 5.6:wEr uNfr wEcllr I44.0 pc4. S^IIPLE EXP'63oF.AlR TErlP.sSoF
^JR
coMrE r 4-SIw IEn
^Dos) ^r
sm Z ftL 19rA|Is_24_-pflZfC'
C]IJNOER INFORI"IATION:
rto. or cruNoF-Rs 4 lrMt: cAIND€RS C Str,Yl flft)rn stztt 6tt x 'L2tI 1-2:15 P.M. MtF_nE c^5T On-Site
CURING INFOR}TATION:
ilnul cuRE On-Site RtrD sroRAcE F/€t[mEs Cure Box MtN./lta(. o t€lnuc ar wr11-17-.90
o|'E srnp?tD 7l-17-90 Fr: A. Bathke nErl RK*
ACEul5 MTE
TESIE
I('TAL LOCD('is)DUrrnFJI
0r.lcltEs)^,tt;\(sa. ril.)
couP. sIR.
(Psl)
T/PE OFfll cIUnE
CruNOERwoorr
(Llrs)
crll or'_R
uNtr $11(;l tr(r'ct
7A
284
284
284
11-23-90
12-14-90
1,2-1,4-90
72-t4-90
93, 500
L27,OOO
l22,AOO
126,000
6. 00
6.00
6.00
6.00
28.28
28.28
78.28
28.28
3310
4490
45t 0
4464
sheat
con/sp1it
con/shear
con/shear
OESICN STRINGIH 5000 r'sl 026 0 t5
|Il;nt tt wrc.urofiY Ft tr:lrorrl r t nl Ltron0rtrcf. titlll rft"l rTnf r: u r'lrritoii l''llt:6 otllt'R1trEf l|or€0
sollE llltoltu lktrl o|l lllts lLsl tltl\)flf llAY tL movlou' fi onluls'
PROGRESS REPOKI:Concrete was pumped
Sanple was taken at
into the forrns,
the truck discharge.
coPrEs ffi:i:l"T'ffi.ffill."cture;
PCl, Construction Serviccs; Wcstern lt'lobilc;
URS Consultants; Mr. GarY Murrian;
^3lUUnu|,lndrcrr,.I'.I''|Ts'ItlfF'nE[{'o'Rrr|'vt'..,|lni7r'rsril::|l|,r!tlrfnAli[|rco''rD|{ll||..f-trt.rfdnnoFlr3^'t|.'x?s.o.}E||'ir'xo'rx|'A:':l''ro{dlt|tc^nD,x|"uo"rr."'i1i.;'.liiJl.riu^lliii1uiwm
counr-ttlt ltrllss on|tl {m rql|ulls lrlt l-rltt o lo ltl llrtllllllc.
r .i-r{r- d rxltiirt-le.-. .r c"',ro.i-
toFn l|('. CstllJ a/9o
Chcn0Nortlrcl'n.Inc.'..qlu.tt I ^?n*.ir .d, .'.all,ll'1.
REPORT OF CONCRETE TEST CYLINDER DATA
ts^r,Uf|u|Ff''c'r'|!D.Ir{T:(Tl(n'rrEr,ndn3'l.vt'l..t1nlmnF^,''3rrn![l1,Atnrf0r'r''|'w..'||d's'Yor.ilict,l.t|Iirwlrs].'tul|,ls.fin'El|fir'Eo[rx|nA;lsrf'u.Ft,tc^,ro['|uro"r-.f:i'r.J.iiiJjrin{n.}riiij'|ij"o.n'rrRrl[|lIFK'A.
tountnD u?ntJs on|t.i ,nn|rt|'l,ttns fnt,aJlllo lo ol wHllltlc.
^
.E {t- .. rlr| iiirf Ic.-. o. Go.irarr..
rorir 1.., C|rtl IJA a/go
To:
TOryN 0F VAIL Joll No' 4 398 90 DATB 11-16-90
Attn: l'lr. stan Berrynan DAtLy REpotff No. sHEEr 2 oF 275 South Frontage lloadVail C0 81657 lNVolcE No.
PRorEcr Addition to Vail Ttansportation Center, Vai1, Colorado.
PIACEMENT LOCA'IION:4;Roof, Stair Core, Stair No. 5;Sidewalk, Level,)
BATCH
sUPruri
lICKfi INFORI,6NON:
Wcstern Mobile lnucK t|o.
2:19 P.M.
ncKEr No01 3275 ux oEsrcN NC,. Mix C cu. yD. 6
nMe RnrvED 2.33 p.lt.llrlE PLrcEL 2:45 P.M.
44
IIME IIAIOIED
suruP S-s
FIELD TESflNc INFORIIATIONT
nuE rEI rx(ot 3:00 PM sr.uup 2L s lrPLE IExP.65op..lrl rcle.5gop .
'hLn@
An corflp{r s.27 vtEr uNtr wEc}tT 146.3 pct.
^^ .o*$*8'7 r wArER
^DD€D
Ar srrE s
lN.
tN..roE sPEctnclnolrs
CYUNDER INFORI/ATION:
'IO.
OF C,IIJNDERS 4 rin rlDF-ft stzti (rlr x 12rr l|ME ('/LTNDERS OrSr 3: 15 P.M.wHttiE C^5T On-Sitc
CURING INFORITATION:
lHlluL cuRE On-Site RrtD s1rucE rrqcluTt6 Cure Box u6./11ruc o rlnlu6 AI t,ArJ"11-17-90
111rg srn1ppfD 11-17-90 rr A. Bathke RE! RKs
AGE
rutS
oAIE
IESIU
T0T L l.OAi)
(urs)
[,A!ElFJl
(rllcr rEs)
Anf
(5A. rN.)
couP. flR.
(r'5l)
TYPE OF
FIIACTUNE
c./r.JNDEnwEollr
(r.ljs)
crulrDff
uNtr wl:lcl rr
(F'Crl
7B
288
288
288
11-25-90
72-74-90
121-4-90
12-14-90
722,O0O
160, 000
152,000
146, 000
6. 00
6. 00
(r.00
6.00
28.28
28.28
28,28
28.28
4310
5660
5380
s160
con/shear
con/spIit
con/split
conlspJ.it
DESIGN flRE}IGIH 4500 PSI ozd D ls
tt5t3 F wpumrt rf Rsrtotll. |rlf |rl f.to.rorlrf, fiDl
^ff|l
E ttl ^5 1-Ut-',X'I',:i lrfl ris orllLftrEf, tr(llfo
so!t. lxtulll lx){ oll ltns lLsI ,ltr\ofit I Y ]f rnorD(D rr on|(ns'
PROGRESS REPORT:
coPlEs xi:ii::"Tli::.ffili'"cture;
PCL Construction Services; Westertr lilobile;
URS Consultants; Mr. Gary Murrian;
S. Urton T. Laudick
FIELD OIISEfIVER APPROVED TT
ChenSNorl.lrcnr,lnc 'J)rhrlrr? lrtLtdr .nr, s.l,ilhl.
REPORT OF CONCRETE TEST CYLINDER DATA
Trl.
TOIVN OF VAI L
Attn: Mr. Stan Berryman
75 South Frontage Road
Vail C0 81657
PRo\JECr Addition to Vail Transportation Center.
JOB NO.4 398 90
I]AILY REPOKT NO.
rNvolcE No.
Vail, Colorado.
DATE:11-14-90
SHEET 1 OF
PLACEMENT LOCAIION:' Footing for Retaining Wall near Stairs, Lev,el One, Stair No. 12;
BATCH TICKET NFORIIATION:
suPruER Western Mobile mucK No.80 ncKEr No.01 3174 MX oescH po.Mix A cu. rD. 8
nuE EAlcf{E) 9:52 A.tr.{. nME ARRIVE -10:30 A.M. rlME Ptrc@ 10:45 A.M.
FIEU) TESI]NC INFOR}TATION:
nuE TIsr TfiENlL ; Q$fifvl sLuMP 2 lN. AtR coHrE |r4. 3 : wEr UNn wEctfll4s. 5 pct. grr/PLE 7]n'. 6209 AIR IDrP5oop .
JOo SPECInCAnOM; Surupl_q rN.
^JF
CONTE]T 4_ R Iw rER ADD@ I stTE 10 tut Ran RKs:
CYUNOER INFOR},IATION:lp. oF cruNoErrs 4 rrunDEn srzE 6tr x 12rl llur c.Yt NDERS Cr,Sr I 1 : 15 A.lvl . wlrErE crsr 0n -Si te
CURING INFORIIATION;
NNUL CURE MN./U,r\.o rElnlE ar wll-17-90
tr 'tE SIRIPPS)
0n-Site
l1-17-90
RELD
BI:
STORTGE FACIIMEs
A. Bathke
Cure Box
RET,ANK*
AGE
DAIS
OAIE
IETII)loT L LO^I)
(Los)
DUTEIf'I
0l'rcl rEs)MEA(so. rH.1
couP. sTR,
(PSD
TYPE OF
'TUCTURE
C'YIJNOER
wE olll
(urs)
ctlJHOf.R
uNrr lYnc|fr
(Pcr)
7
28
28
28
11-21-90
72*72-90
\2-72-90
12-12-90
,124,500
136, 000
134,000
134 ,500
6.00
6. 00
6.00
6. 00
28,28
28.28
28.28
28.28
4400 *
4810
4740
4760
con/shear
con/sp1i.t
shear
con/shear
DESrcN $RENGTH 3000 PSI o 26 o^.rs
lEns sY u@rNwt r!fRsrr.D|t|. {rr |'l |.tfrno ]rf w|f'l rrt't|:/vil alru r|f-ltp('i In(Eli onlrt||ls€ l|olto
soNlf $rlolllallo]l oll 1116 ltsl llr\xr |raY rI: nn('rxx.D ltt orllf'rs'
PROGRESS REPORT:
Michael Barber Architecture ;wnr'r Anderson Q Hastings;
PCL Construction Services; Western Mobile;
URS Consultants; Mr. Gary Murrian;
S. Urton
FIELD OI'SERI/ER
T. Laudick
APPROVED tlf
It I qtnUl tit(tftcft nO .: rt(IS, llt[ nllt
^rtrt
dlitft.\,.rs- ^lL RtTr rS rr.[
trr|. Oa SttlTi|ar,lli' ry||oJnlt6 |)i rx|i a:It mo9 (tl Fl G rtrlort qrt a[tro|{rt.:ouAltt, unlsl olll-i lii|rlx!|l'ns rr|I' ra{to m ll wlllllfrc.
srmrtrrrD Ar ntf adtl]trt,rr l Frot'f tlTt f oln ctftm3. f{! !!|r]!(|.|l4lnff rt'l f|rnr'-
rs"iiiiiniu rr rrn rc -orrr rrxrtlttr rlrr<l/at. S LPl t-rt w{.1 D{ ugForrD or A,lln llsllr: ls
^ ',..r- .r ,rli]iiTlr..' or.o.nF*.
ro.|i rb. C||al lS afiO
ChcnSNortlrcrn,lnc
qovrun, urt.ts on{t ra,urFull,rs frlL lctnf,o lo tl sHllllrc'
^ '!6r'' ', lrl ili l e... o, co.',co'{..
t.nn to. Cr.f,lIJA a/CO
'^|atlhv, l.Aah''.. rd, 3cl-lr.t.
REPORT OF CONCRETE TEST CYLINDER DATA
f3lUr'n!|.motGrrm6r'ft''|Innrr,Jf'd|m't.vt-!||t[Fl'tK|,'3t,rFrnrDA.lt|rfolirfr!lu.|Jtrr.mY(r(||'lCt|tno{ rt Stttrlt ti c.tcllr:iitG .tt t)otr.Js mo{ .h rtc t4trtrt
TO:
TOWN OF VAIL Jou NO' 4 398 9'0 DATE: 11-15-90
Attn: lvlr. Stan Berynran DALY REPOFT NO. SHEEr 1 OF 275 South Frontagc Road
Vail CO 81657 lNVolcE No.
PRqrECl Addition to Vail TransTlortation Center. Vail, Colorado.
Footings, Retaining Wall, Level One, Stair No. Jl;
TIATCH TICKET NFORIIAIION:
suPruER Western Mobile InucJ( no. 100
8:58 A.M.nilE EATCHU)
ncKEI llo0l 3192 MU DESIGN r'Kl. Mix A Cu, ro. 6
nuE ARRIItD 9:05 A.M.IlxE PtrcED 9:15 A.M.
FIELD TESNNG NFORI"IATION:
n[E rEr r xr}{ g:2S lu\t surup 2 t .
^lR
col{l[rrr 4.7--wFJ uNr wEctll 145.1 pcf. s nPl'.€ IEr.{P.64oF.etn rur.5pop,
JOtl SPEGF|GAI|O|G SUIUP q_q tN. AtR CSNTENI 4_gI WAIER AOD@ AI Sm 4 6ot. n0rlJrX.s.
9:40 A.M. wltERE c^sr On-SitcCYUNOER INFORITATION:
ro. oF C.Y1JNOERS 4 cJl,llDfH slzli (rrr x l2rr ]rME crtiNDERS OiST
CURING INFORIVTATION;
lNtluL cune On-Site RE! slotulcE F,rcrtmEs Cure Box MN../M,q. o rElnuc Ar L,ro" 11-16-91
IrAIE $nlPftD 11-16-90 ttY: A. Bathke ROr RK&
AGE
DAE
DAIE
IES'IE'
TOTA LO^O(urs)
DlurE|ljl
(rrJc E5)^'tEA(so. rN,;
couP. sn.
(r,5t)
TYPE OF
FlU\CruNE
cnJNDCrl
wf,,|clfI(tls)
crulrDfrl
UNIT TYL]q fT
(r,cr)
7A
284
284
2SA
|L-22-90
12-t3-90
12- 13-90
12- 13-90
104,000
135, 000
132, 500
134,000
6. 00
6. 00
6.00
6.00
28.28
28.28
28.28
28.28
3680
4770
4690
4744
con/shear
con/split
con/split
con,/sp1it
PSlozA 0 YSOESICN 9REN6TH 3000
lEflr t ulx)lt\torr nf Fsatlrn. rnf lf, ,atl'|orr|cf nl lnrl rcr,rf ^.nr' -r,,.rr'oi t,'llcs ollltjlvtrf tlor[D
30r.[ ltlfonr|^llox cl lltls ttgt nr.,\)ttl I|^Y Dc filovltrut uY on|.'a5'
PROGRESS REPORT:
coP,Es Xl;:Xl,u;'ffi:.lilll"cture ;
PCL Construction Services; Western Mobile;
URS Consultants; Mr. GarY Murrian;
ehcni)Northcrn,Inc 'lr*rllt.tr lrtLRr nnd L|-nt t.
REPORT OF CONCRETE TEST CYLINDER DATA
ffiF|nttr[t|'fr|mfl,vt.\A1n7rnrfir'[:'i,rqnlDAlxr.4''nq11..r-'r'{1lft|tr.||^clJt.rrs.t||o^|mnat,Ali'||.rlq'ia..l'l'|o.nltF,l''li.'xtct|'l0ro'rx|'|/|cl3]'n{o{n|c{'|'||E.,uo"t*i,i'n''iiiJdi#o^rriiri'r'Joi.
40unt nl, |,rlli! oni.i |alwrouruns |,t|. L'nt t-o lo lll sllllltx;'
^ '-nr"' i, rrl rliil-ll- or co.iF -
tc.rr rr.. Crrtl IJA a/DO
Tn.
TOWN OF VAIL
Attn: Mr. Stan Bcrryman
75 South Frontage lload
Vail C0 81657
JOB NO,4 398 90
DAILY REPORT NO.
ll.,lvotcE No.
DATE: 1-1-15-90
sHEEf 2 oF 2
PROJECT Addition to Vail 'frans rtati on Center Vai1. Colorado.
Sidewalks, Level 4; Is.lands and Ramp f,rom Level 5 to 4;
North Portion of Tunnel Slab, Stair No. 51')
IIATCH TICKET INFOR},IATION:
sUPFU€n Western Mobile rnucK lro. 119
11 :O1 A.M.
ncKEr NoOl 3195 uu DEstcN lo. Mix C cu. vo. 8
nuE lRRrvtD 11.:17 A.M. TlllE PlJcEo 11 ;25 A.M.
FIET"O TESTING INFORMATION:
nuc lsr rrt<or 11 :40A!l surC 3/4rH.AIR colnENT 5.5;wEr uxtl wEG]r145.5
n* co*rAlf8.7 rwArER IDDeo ^r srE
S6gru TEt/p. 66oF.rvn rfrrr. 50oF
(iof. RErl R|(sf 16 of 24 vdS
pd.
C'NJNOER INFORNhNON:
rrc. oF crlJNoERs 4 r,Yl.t DElt stzc 6trt 1 12rr WHEIE c^-5r Orr-Si t
CURING INFOR}'IATION:
IMIUL cuRE: On-Site F|BD firflrcE F,rcl[rnEs Cure Box MtN.r/r{p( D IE /nMe Ar Ll,lL 11-16-9
olE sIRlPPst 11-16-90 Ef: A. Bathke Raufi'(s
shear
conlsplit
conlsplit
con/sp1it
4050
s220
5200
5090
28.28
28.28
28.28
28.28
6. 00
6. 00
6.00
6.00
114, 500
147,500
147, oo0
144,000
LL-22-90
12-13-90
12- 13-90
12-13-90
7B
288
288
288
3500 P$ ozo DYs
t6nl F t-,\DqutoRt rrRstrt|rrtl Anf |rl r.tr|firrrcf tnnl .,'f! rl'tl f1v-.-t:f-nnm ltr4-t3t onttxrntE tlolto
sortf tlruru txlx 6ri-iiir risr'mrwrt rrev m: t'nowx'o ri ollttns'
S. Urton T. Laudick
FIETD OT}sER/ER APPRO\ED gT
coP,Es xil:xl"T'ffi:.iil:l."cture;
PCL Construction Serviccs; Western l"lobilc;
URS Consultants; Mr. GarY Murrian;
' Chcn*Northcl'n,htc.EbU t'*v Y r v 'v"-
r,r ,'il ,.,;lT i olggtj a'nl,'r? rn"""r "d '{t-rhr'
REPORT OI. CONCRETE TEST CYLINDER DATA
lt^UUn[''fmcI'onr!Ts.TtttnmE[Do|,E3'|vt-\,|lIfJr,m5.nrit,ni!llrDA.in[r}f1o|'.Iw..JTrFrrfor,ic||['r\irr. atr srlrTvr Era onr4r trixrE on rtln^:rs rtrtrf rn ot crltltnio|,ntfi' uxrlJ|l onlti l,rn r4urt ls l,n, felrll-D lo lrl ${rlltrc.
^ "r,{r- ., lrlrliitlr-,r or G6Doir..
to.ir r|6. CItl IJA aftO
TO:l'gwN 0F VAIL JOu No.4 398 90 DATE: 9-18-90
Attn: lr|r- Starr llcrryrniur DAILY REpOf{T NO. S| _ET 1 0l-- 3P.0. Box 100
Vail C0 81653_0100 INVOICE No.
PRGJECT Addition to Vai 1 'fln nspor:t at i on Ccntcr, Vai l, Coloraclo.
PLACEMENI LOCATIOAI:Deck Topping, I-evel 5, Crossover, Line B to C, Ljne 33.1 to 30;
IIATCH TICKET NFORMTION:
SUPruER Western Mobi 1e
NME l]^rcHq)
ncKEI lro. 2330 MH D[jtcN No. C]RUCK uo. l_19
6:19 A.M.nME NIRr\/ED 6:30 A.M.
cu. '/D. B
llME Pr,Ac@ 6:37 A.M.
FIELD TEST]NG INTORMATION:
TurE rEr rAcil6:42 Al4 sr_ulp4 3,/4r.
Joo sP€ctncAnol6 .rytg_s tN.
AR coNrtJn6.4 : wEI uNrT wEclrlL3g.3
AIR CoNTOn 4-g I wAltn AODED Al snE
PcI.s ,rrPLE TtlrP. 70o ^lR
TErl',.40o
rkr. fio,.^/rr6: 24 of L44 yd37
CYUNDER INFORMATION:
n(!. oF crlJNoF-Rs 4 ()n x lztl lrMf (;ruND[ns c 51 6:54 A,M.$ltF-nr c"l:ir 0n-Sitcr,"n ,ll )F,t
CURING INFORMNON:
INIII L CURE On-Site R&o 5.totr cE r crUItEj Cure Box MtN.,/tr{!(. D TL,/6yE 11 gai 9-19-90
o^lE slptppm 9-19-90 ry. B. Carr RD,IARKs
AGE
D^IT
rxIE
]ES'IEI)
lgr L r,o D
(Lns)
DITTE'IL'I(rrrclr[s)AI -,i\(sq. rlr.)
couP. sln.
(Ps17
T/PIi OFnt cTURe
cruNoflt
wFJCr ll
(urs)
CruNDT'JI
ua{tr wt)c{lT(rctl
7-A
28-A
28-A
28-A
9-25-90
1.0-16-90
10-16-90
10-16-90
78,000
129,500
128.500
L29,500
(;. 00
6. 00
6.00
6. 00
28.28
28.28
28.28
28,28
2760
4580
4550
4580
con./shear
conlspli-t
con/shear
con/shear
OESIGN SIMNGI}I 4500 Psr o 20 D{16
rtJfs ut t^tqr^rD|rr irRsarltltl rnt ol r.rarltrvtcr- wlltt ^t'r'lE rrl f,(tv l/lllKxti Inll l:s ollll''t 13f tlolfD
30uf lrtturual|on oll llt|s llsr Ftr\9{ll }{AY ti: fltoao(l} tt/ ollllJls'
PROGRESS REPOKT Test sanple taken frcrn truck discharge; purp irr use;
CO'IES Michacl Barbcr Architccturc;
Anderson & Ilastings;
PCL Construction Services; Wcstertr t'lobi.lc;
URS Consultants; Mr. Gary llurrian;
B. Carr T. Laudick
FIELD OI}SET{VER APPRO\ED I]Y
' ClrcntlNorthcnr,Inc
^ 6q6- .r tlrl ijirl-lnr nr cohrnr-
rcri rlo. c||tltJ a./eo
'rralllrll | ^?l.r-?r odJ .'al-lht.
REPORT OF CONCRETE TEST CYLTNDER D,ATA
f^!tmu|'!emtdtrU.l|fxTjI|(nEEAl|oG,ml|.!f:\|l[n'I9mIrnf!tl,lnnlroAt'l|rc4|'lflFrutrrrx.lr.Tvof(xnc|Jtrrit tr slllrut[ts- c.tct lftF on rttn^ats morf .n r{ arnDrtlil
lovnr-fut ullll.s3 rnlt-i falw{trrDl|i lnt fartl l.o l() ol ltlllllllc.
rv;
TOWN 0F VAI[_ JoLl NO.4 398 90 D^TE: 9-18-90
Attn: Mr. Stan Bcrryman DALy REpOKf NO. SHEE1 2 OF 3P.O. Box 100
Vait CO 81658-0100 ll{volcE No.
PRGTECf Addition to Vai I I'T:rnsportat ion Ccntcr, V:ri I , Colorado.
Decl< Toppirq, level 5; Line B to C, Line 30 to 33.1;
IIATCH TICKET INFOR}IATION:
sUPrug Western Mobi lc
NME BATCIIED
lrcKLT NO. 2343 MIX oESrcN |rO. C CU. 1!. 8
nMc AnRn/E) 9:11 A.M. 'IIUE Plrcs) 9:25 A.M.
]nucK lto.
B:58 A.M.
54
FIELD TESI1NG INFOR}/ATION:
T|UE lEr TN(tlt 9:30AIvI SLUMP 6
JO{' SPECTFICAnO S su,uP3-5
tlt.
tN.
NR coNrFrJI 7 . G VJEr UNr wEctll 138 . 3
AtR CoNTEII 4-&W rm A0D[:D AT SITE
pct. 5Arl{'LE IE P. 690 AJR lDlP. 69op cor. nanrnxsl20 of l-44 yd3
CYUNOER INFORIIATION:
No. oF oIJND€RS 4 r,Yl ltlDfll stzr 6rr x I 2 rr llME cruNDE,is o\5T 9:44 A.M. WltJtE cAsI 0n-Sitc
CURING INFORI,IATION:
lNltul cuRE On-Site nElD sToMGE FlclUTlEs Cure Box MtN./[rN(. o ILrtuE Ar t/&9-19-90
lrAlE SIRIPPg) 9-19-90 $tr B. Carr REI/ RX*
ACEoE DAIE
lESIE'
TUIA LO^I)(tjs)Dt^lrflF-n(['lc t's)^,l[ (sa. rN.)
cor..P. 51n,
(f'sr)
TYPE OF
tlrrcTuRE
CTUNDOT
wool|T
(Lrrs)
oTIJNOEX
uNtr wtlcrfr(rcrl
7-B
28-B
55-B
56-8'
9-25-90
10-16-90
11-13-Co
ll-1:l-q0
78, 000
94,000
108, 000
103,500
6.00
6.00
6 .00
6. 00
28.28
28.28
28.28
28.28
2760
3340
3720
3640
con/shear
con/sheaf
shear
shear
OFs'GII STR€I.IGTH 4500 Pst o 26 D Ys
tttrs rr w)aulorr nf Rsilrorrl. xrt or r.txtrurxf wlDI rlt1r,^,tlf a'irl/ uf']l KXr: l'rll 15 Olllt_F{E]t l|olfo
sol|( Ironu^tlolr ott lils ltsl ktr\ofit r{AY tf rnwr,,o) uY onllrlJ'
PROGRESS REPORT Test safiple taken frcrn truck discharge, PUmP il use;
coP,Es xi::i:l,T'H:.ffiI"cture;
PCL Construction Serviccs; Wcstern lt{obile;
UltS Consul.tants; Mr, Gary Murriani
B. Carr T. Laudick
FIEI.D OBSEfiVER APPROVED IT/
' Chcn$Northcnr,Inc.,'r.ll,.4 t.'hi..rr .-, ,*,-,t" \
REPORT OF CONCRETE TEST CYLINDER DATA
r3^!UnulFr0'r'GTrm6rMJf'TlttFEE^,[rdltrtr|'vl9t||lnrmmsrif:'llmrtltr'All||leo''lo|||Tq.l.'[fd.
'ri|.rs'^rFI''r5.cr''E|trr'5o||lxl',cTirlmv.Ytt|t.-{'|'',.|oUnR.'I\'ft:'En|:il.|'F[Id'$4orrnlnt urrtlJ:l on{t rnlurott tMJ l,|t f.J[t D lo ol lrrllllrtc.
I nln ' dr rrlrli r-']ro.. or c".rdir-
.cnri r|.. c!f,|IJA a/eo
TO:
TOhtN 0F VAIL JOU NO.4 398 90 DATE: 9-LB-90
Attn: Mr. Stan llcrrynan DALY REpOr{f NO. SHEEr 3OF 3P.0. Box 100
Vail C0 81658_0100 lNVolcE No.
PROECT Addi ti on t.o Vai I Tr:;rnsport at i on Ccntcr, Vail, Coloraclo.
PI.ACEMENT LOCAIION:Wa11, Stair No. 10, Section F;
I]ATCH IICKET NFORMT'ION:
suPruER Western Mobilc TnucK ilo, 117 ncKEr No.2349 MX DEslcN No. A cu. io, B
nME tATcH@ 11:55 A.14. nME i\RtlME) 12:L6 p.M. TluE Pl-,rcED L2:20 p.M.
FIELI} TESTING INFORMATION:
nuE rEr T r(Ell 12:25Pl,trLUuP 5 lN. A,lR coNrB{r6.8; wEr UNr woctll139.5 pcl. S^IPLE lvtt',7Lo AIR lDrP.69o
Joo spEcrnclnot.c suuup 3-5 rN. NR courElr, 4-g x weren ADDED Ar s[rE 5 cor. nagxxs B of 24 ydr
C\IJNDER INFORIiIATION:
l|o. oF c14.fND€Rs 4 c.t.nroEn srzr.-- (r" x 12rt ltuf Gr1.tNDtRs (a5t \2:44 P.M. wllFnE cA5T On-Sitc
CURING INFOR},TATION:
lNllUL CURE On-Site R6.D sr1lgrcE FACTU1E5 Cure Box MtN./ri X, o rEnuE ,rr ras.9-19-90
0 rE SIR|PFED 9-19-90 or: B. Carr REp\nKs
AGE
0A'16
oAlE
IES'E
TOTAL IOAD
(l.os)
Dl^r1flrJI
(rr.lclrEs) JIEA(so. D.r.)
couP. sIR,
(P6l)
TTPE OF
Fll/rcTunc
CITTJNDER
WE,C+JT
(LlIs)
cruNDen
uNlr woc|rT(rcf')
71
28-C
28-C
28-C
9-25-90
L0-15-90
10-15-90
10-t-6-90
8L, 000
110,000
113,000
r13,500
6.00
6. 00
6.00
6.00
28,28
28.28
28.28
28.28
2870
3890
4000
4010
con,/shear
co4,/s|ear
cor/shear
coVshear
PSt o 20 DAiSOEIGN SIR€NGT}I 3000
|IJTS' tt W)CrUrONrt rfn3arrln rr.r tt ^.a.otl(wrcf
w r Ar.rl! xlr|| f ASrv lf-rlntta Inlt65 o lur^l3f, OIIO
SOll€ llll ofltl^lrcll oll llttS lLSr ftr{{rr u Y rf, tRcMD(D ttY ollllns.
PROGRESS REPORT:Sanple taken frcrn truek discharge, plfiq> jx use;
CO'IES Michacl Barber nrchitccturc;
Andcrson G Ilastings ;
PCL Construction Serviccs; Westerlr N{obilc;
URS Consultants; Nlr. Gary Murrian;
B. CaE T. Laudick
FIELD OBSEIWER APPROVED IIT
. 'Chcn0Nortlrcnr,hn ' a.-dlt,rt lrok|qr 6d, s.lalhr.
REPORT OF CONCRETE TEST CYLINDER DATA
Rf[DDEC2t1s
Trt'
TOWN OF VAIL
Attn: Mr. Stan Berryman
75 South Frontage Road
Vail CO 81657
PROJECT Addition to Vail Transportation Center,
D TE: LL-19-90
5gEg1 1 0F
JOB NO.4 398 90
DAJLY REPORT NO.
INVO|CE NO.
Vai l, Colorado.
PI.AGEMET{r LocArrot*Steps on Grade, LeveI 2,Stair No. 12;,
I'IATCH TICKET INFORI.IATION:
SuPrugn Western Mob i I e ncKEr l$. 0L 322IMtx DEsrcN No. Mix C cu. YD. 8
nl{E Annrv€D 9:00 A.l'{. lluE PtAcs, 9:L0 A.t\'|.TIME BAICHED
mucK uo. 100
8:47 A.M.
660 ,rn rrlr4soF.
FIELD TESTINO INFORMATION:
nuE TEr r J(tlr 9 150 AM sr-uup 3
JOO SPECT nc^nolrs SUrUP S- 5
tN.
tN.
NR colflE}ff 5.27WEl UNn wEcllt L43.6*1. S,\rrPtE IE]IP'
^rr "orrftY&'7
i w^rut ^,o', AT slrE ' L2 c.,l. nanlrtKs:
I : s A.M. lt|m! sa-9ll:!ilgCYUNOER INFORIAATON:
lfo. oF crlJNoF_Rs 4 rin lllonr slTti 6t I x 12r I .IIME G/LINDIRS C/\57
CURING INFOR}.IATION;
IMIUI- CURE on-Site RELD flOfr^cE F clunEs cure Box MN./M/0(. DArEnuE AT u$.11-20-90
tr lf SIRFP8) 1 l -20-90 llY: A- Batlke REI{ RX&
ACE
oAtt
olf
TESIE'
TT'IAL I.(xD(re)Dt^r1EIF.N
(Drc||€s)^,lt(so. rN.)
@uP. sIR.
(Psl)
TY"E OF
FIIACTURE
crttNotx
IYEJOTIT(urs)
cfullo€R
uNtr rmcl lT
(Pcn
28
z6
28
1 1- 26- 90
t2-L7-90
t2-L7 -90
L2-17 -90
124 , 000
147, 000
150,500
149,000
6. 00
6.00
6.00
6. 00
28.28
28.28
28.28
28.28
4390
5200
s320
s270
con/spl lt
con/spllt
con/split
con,/split
OES'CN SIR€NGIH 4500 Pst o 2a oA'15
nSrs Bt t/|xnarort rrFs,(tlrrtr lr.r lrl farrtt0 trcf iilltl
^rrPl
lTrr f a<fu vfillntS l't|rl=; onttjrms|: llolfD
lo{r llrrxnal|o}l ofl lllti ltsf ml!fl| uaY l{ t'ltsvlou' fi olllt-Rs'
PROGRESS REP;;;-Concrete was placed with a PumP'
Sample was taken frorn the truck discharge.
coPrEs Xil:il:,.T'|,il"ffi:l'"cture ;
PCL Construction Services; Western Mobile;
URS Consultants; I|r. Cary Murrian i
S. Urton T. Laudick
RELD OS5EJWER APPROVED II/
tt^u.mu|'rriIIcTrrio6r[Tit||fnmt{{'0|fs'|'t,t-\|llar'!dtIs|,I:st,t||.''r'r'Atlr|rc4''r(xrr|w..JYl(t}lf
'Y'|o.!il^lt'|.|l,t5.m|{!'|,ir'6o'l'xl'A:ltmou.nn|G,J{,r,.!ou'.rr'.,'i,ii'.iiii..'rr'irjrlwc.:ounf]It, u'|rus on|t.i rnrw€(lons l,lt |rxlfo lo lll tllrllulc.
^ 6.,- o. rrl1]j! e,-+ or.o.,Fir-
rodr ro. cuorJ ./oo
/
, =ClrcntlNortlrcnr,Inc
REPORT OF CONCRETE TEST CYLINDER DATA
Tn.
TOI{N OF VAI L
Attn: Mr. Stan Berrynan
75 South Frontage Road
Vail CO 81657
llq,EcT Acldition to Vai I 'l'ransportati on Ccnter.
JO8 NO.4 398 90
I]AILY REPORT NO.
[.rvolcE No.
Vail, Colorado.
DATE: 11-20-90
514pE1 I 0F
PTACEMENT LOCAIION:Retaining ltlal1, Station 8+58.32 to Station 8+83.82;
I]ATCH TICKET INFORI,TATION:
SUPrugn Western Mobi 1e muo( No. 1 19
7:42 A.M.
ncKEr NoOl g22g MX DEStcN M). l"{ix A cu. ro. 8
nME ARnT1/ED 7:5E A.r\r. l|uE pr.rcE 8:1U A.lU.NME OArcHED
FIEI-O TESTING INFORIVIATION:
IUE lEsr TA(IN 8:30 Al,{ SLUUP 2k tN.
^lR
coHlE {r 4.0: WEr UNII Wr]c]rr 146.2ps1. s^!Pu E]rP.60op.ln rolr.4gog
JOO sPEClnCAnOl.s SUrUp 3-S rN. IJR coNTofr 4-&I WAIEn AODO AI sm 1l col. nDr nKs:
CYUNDER INFORIV!{TION:
ItO. OF 6'1JN0F-RS 4 c,'n IIDE r stzt'-- (rtr x 12rl llMf: GlLlNoE,fS c,\sf B:45 A.ll. wllEnE CASr oll-Si tc
CURING INFOR},IATION:
lNftuL CURE On-Site flE-D sloRAcE F ctunEs Cure Box MtN.,/Mt(. o rEnuE AT u&11-22-90
Ir^E StRrPPs, 1,1,-22-90 Br: A. Bathlie RET RKS:
ACE
DAIS
II,TE
TESIE)
TOTAT LOAD(uls)DUTEIFJI
(|l.rc}|Es)^'l€A(sa. ru,)
@uP, sTn.
(Psr)
TYPE OF
nucrunE
CYL'NOER
wEto T
(u}5)
crulloF-R
uHrr wEotr(r€r)
28
28
28
LL-27-90
12- 18-90
12-18-90
12-18-90
f02,5oo
1 33, 000
138 ,000
136,000
6. 00
6.00
6.00
6.00
28.28
28.28
28.28
28.28
3630
47AA
4880
4810
shear
con/spl it
con/spl it
con/spl it
OESICH SIR€N T 5000 Psl o 2a D 'ts
n=iJs o' W,c,u]oR' Pr,.s(,rr{l ^,|f ||l |.rr'.ltF|tif, w|||t l,{nr/\||r ^nU
!1 ot,:i t,||t |5s ol||.Jri$[ t{'rfo
30xE lfllq lloll oll llll5 llst rltlplll u^r lI. tmrvr{xt, Itl olllul3'
PROGRESS REPORT:Concrete rvas placed with a pump,
Sarnple was taken fron the truck discharge.
coP,Es xi:::::"T"ffi:,ff:l."cture ;
PCl, Construction Servi.ces; Itlcstern lt'lob i le;
UllS Consultants; Mr, Gary Murrian;
S. Urton T. Laudick
FTETD OI]SEfI^/ER APPROVEO tI/
ls^llunulFf''fcE8tt'.l'txT:iI||iPt|||E^'lnd,is1|'vf\..||,ll'Fotrs,J''3t,rninlf,Atrt|.c!rll|o|'|rw..|''noxl'lt^ll|.,',Is..'o'q|'rrf6on|xt'rA-Js'tlf'|f.l.l|'lG^,|t,|'t)lrJvntl|tr ur4t5s olrt(-i tll,wgl'l/(tals |,|t lrrttt-u lo rft lrl{lllrc.
^ '-nl'- !, rr-l rliH le*. ar co.nFiL.
tot'r rh. Gl|tllJ a/eo
/
'.rElun2 httr*t nn{ 5<li{hl.
"'C[1cn*Norl.hcnt, Inc.
^ .n-n.'' o. rr| rliiil".-r ot .610r -
..^6 tt6. Cuf,l iJA a/go
',,Fltr.q tnol'wi n.a &r..,tLr.
'TOIIIN OF VAIL
Attn: Mr. Stan Berryrnan
75 South Frontage Road
Vai I C0 81.657
PROJECT Addition to Vail Tran Ttation Center Vai1. Colorado.
JOIJ NO. 4 398 90
DAILY REPORT NO.
INVOICE NO.
DATE: 10-24-90
sHEEr I 0F I
30. Stair No.
Level One, Lincs A dnd 30.3;
; Retaining Wall, 40 I to
Structural Slalr, Level 2,
50t South. of Line A, 5t to J.Ot
IIATCH TICKET INFORI#rIION:
supruEn Western Irlobi le TnucK ilo, I.I7 'ncKEr Nrc. A72925 Mrx oEstcN tlo. Mtx A cu. YD.8
nME IIATCHED 9:55 A.lv!. n E Attlf@ 10:i0 A.M, llME PIJACED 10:50 A.lt'|.
FIELD TEST]NG INFORI/ATION:
lluE TEs'r TlxE}r 11:ooAlvl 5LUUP 3 Nn coNrt}{r 4. 0 t wEr UMT I'vEctll 145 . 5 Pcf.
IJR coNTEltT 4 - 8 r urrn AoDrD Ar slrE 4 {t{f. Ra,qRKs: 24 of 32 Vdr
salPLE lEl/P. 690 lJll Bt5goF.
CYUNDEfI INF ORI/ATION:
to. oF crruNDFJts 4 cJU DE t stzE (rrr x 12t''llME cYllNoet|s crsr 11 :15 A.M. wHEnE c^sr q!:ql
CURINC INFORITATION:
tN[uL CURE 0n-Site RE-D sTorircE FACIUTIES Cure Box MlN.,/t{N(. o IEAluE AT l,Alrf0-25-90
o^rE srRtpp') 10-25-90 Br: S. Urton RETARx*
/rnr,\
(sa. rN.)
28,28
28.28
28.28
28.28
coni.cal
con/shear
co lurnnar
con/shear
37SO
4740
462A
474Q
6.00
6. 00
6.00
6.00
106 , 000
134, 000
130,500
134, 000
7
28
28
4d
10-31-90
11-.2,1-90
11- 21-90
11- 2,1-90
3000 Pst 026
IEsrs t'Y Ll{rcautottt fft|s.ro|rt- rrrf |ll l.r.ono^]nf wtrtl lttl lqIrf ast! -l,rlrn05.xrll lJs onltx{!3( }lorfo
solf ttlloltrulrclll oi lirrs rtsr rul\xu t4 Y lr: rnor'lDu) lrr ollluts'
Concrete was placed rrrith a
Sample was talten from the
,,eil Bt"?ft.rR APPRJiDtvdi"k
Michael Barber ATchitecture;\'vrrLr Andcrson fr Ilasti ngs;
PCL Construction Serviccs; Wcstern lt'lob i le;
URS Consultcttts; Mr. GarY Murrian;
t3^uUnul''n0ff6rrtmn[rrTs'Irt(n'nEr,{'(tlis'l'vt]t.,|IRl'i'ns!'fslFt1lDAlll[r,rfrrNNTw.-j.|xxirforl](n(l,ltttd O. lrrf !r it!:L CotU lrlrt.s on fXTFI{:lt rnOV (tt
"llC't'rDD&4ovtlt.trl, utril:t on|tl ,rlL^,ro{lrlJns Arat ra,tlll-o lo Il nRlllrc.
.Chcn*Northcnr,Inc.',)rE U.4 lrgkl''r .Dd S.l-,lhr.
REPORT OF CONCRETE TEST CYLINDER DATA
r.3^uunut'Fid'IcTr'06rxTi'n|tFl'lE^'|D.Itis7lv\||LFr'$(|]lt,[J|'i,ill'oAsnf.o|'rD|'rlu|F'rrtll'|1.'rlor. (r :rrlrTlrt E, (IrrEur.r :t on rxtRA:1s.:qlrulllr urnl:s ollrtl ,ff trf,Jlufol lJrf,. rJrl', lo lfr nflllrrrc.
^ tut{,- .. ruliltrf lc-. or c..rrroir..
to'r tr.- Cu[l IJA a/eo
T.t.'rrr TolvN OF VAIL Jou No'
Attn: Mr. Stan Berryman DAILy REpOffi NO. SHEE; 1 OF 1
75 South Frontage Road
Vai I C0 81657 lNVolcE No.
PRCIECT Additjon to Vai1 Tr:ansportation Ccnter, Vai1, Colorado.
PI.A,CEM ENT LOCJ\IION'
Footing for Rctaining Wal1 near Stairs,Lev,el One, Stair No. 12;
BATCH TICKET INFORIiIATION:
suPruER Western Mobile rnucx no.8o ncKET No.01 5774 MV DEsrcN M,.Mix A cu. rc, B
nME sATcHu) 9:52 A.I.t. nuE AfrnrvED L0:30 A.M. TIME pt,AcE 10:45 A.M.
FIEU) TESNNG INFORMATION:
TIME TEsr r rGt11 :00AM sLuup
JOo SPEClncanOlrS sLuup 3--S
tN.
tN.
^JR
@lrTFJlr4
" 3 : WEr UNII WEC]'I145.5
ArR CONTRTT4_R r wATEn ADDS) Ar StrE
pct. 5AjrPLE IExn. 62op AJR lEllP5gop.
1O tuL nElr ru(&
CYUNOER INFORI,/ATION:
tlo. oF c'n-JNoots 4 cnlrrorn stzc (r x 12rt ruE cruNDERs c.Asr 11:15 A.lil. wllElE c^sr On-Site
CURING INFORI,IATION:
lNfIlAl- cuRf,: On-Site fiED slonrcE FlctunEs. Cure Box - MN./r.r x- oArEnuE rv r.rl11-17-90
turE srRrppg) 11-17-90 nr: A. Bathke nE),l RXs:
AGE
oA\€
t)^TE
TEIU'TUTAL LOAD(LE)DUr|ETfJI
(t'rq res)^,lEA(sq. rN.)
couP. sTn,
(PSD
TYI'E OF
FlucrunE
crruNotR
wEprfi
(rrrs)
c-/uNoftr
uNrr woclfr(rcf)
2B
28
28
1-1-21-90
72-.t2-90
72-.72-90
12-12-90
137,000 6.00
6. 00
6.00
6.00
28,28
28.28
28.28
?8.28
4850 con/shear
oEslcN sTRo{cfi 3000 Psr o 26 0A'lS
rE$s 8r uoquto'tt Ff lts4xorn Aff tlt L/:.rrtnrr:q i/,nt ^rfi t) rr{ aslv !tf-lln|':i utll[s; onltlf(st tloTfo
sol{( ll{oml^llorl oll ll1l5 ltsr lltlvll r'qY m InovtxD ItY olllttls.
PROGRESS REPORT:
coP,Es xi::i::,T.ffl.ffil1'"cture ;
PCL Construction Scrvices; lt/estern I'tobi I e;
URS Consultatrts; lrlr. Gary Murrian;
s' urton T'. Laucli ck
FIELD OIjSET{VER APPROVED t T
ffirBN0v 15€s
ChcntlNorthcl'n,Inc '.rEnri!/| lrgl,kd ..d 5.1-lht.
REPORT OF CONCRITE TEST CYLINDER DATA
At^gurtWF't<'lfcTrblmq[[E.Tttfhnt,D(a|f3f|'!T:t"lttnrJro(nr,{:5|,fqrn'oAsn|rco,'llxx't^|..tTtt{'rT'or,nttll{olc^lrv][t!'tr'nt6t,Ft.'rfXrnA;Isnr'v(n[tcA'rrx'no',*"''..-ts.
':our\llltr trDr tss on|ft tnn^tetlrt {ls
^,tt
,aJ[r-o lo lrl tlRllltlc,
^ .6-ha- rt n ltiiiilo.-- or c-'F,tr..
TO:
TgWN 0F VAIL Jott No.4 398 90 DATE: L0-11-90
nttn: Mr. Stan Berryman DAILy REpOKf NO. SHEE1 I OF 2P.O. Box 100
Vail CO 81658-0100 lNVolcE No.
PRGJEGT Addition to Vail Transportatirn Ccnter. Vail, Colorado.
PI.ACEMENT LOCAIIONJ Entry Way Apron, Slab-on-Grade,
Slab on Dcck, Line A to C at Line
A- 17 and A-28:
Station 11+00 to Station 12+50;
35; 01d Stairway Caps at Li.nes
I]ATCH TlCKfi INFORI{ATION:
sUPruEn Western Mobi le
IUE TTATCIIED
TntrcX NO, 1.04
11:2,1 A.M.
Mix C
40 cu. YD. d
nuE ARRIVED 11:3-1 A.l{. llME PtrcEl) L1:40 A.M.
ncKEr No.oL 276I uu oEstcN r.lo.
FIELD TESNNG INFORMATION:
TIME TEST T XEI(1:50AM sLuup 3
surMP ,1_ q
[.r. AIR coNTE]{T 6.2 z VIET UNrr WECtnl42.2 pc{. SAIFLE lE}lP. 650 .tn rue4go
lN. AJR CoNTOIT ,T WAIIn ADO@ AT srE 6 c,{lL ROt Rt(* J2 of 56 vd3JO0 SPEctflAnnolrs
CYUNOER INFORIv|AIION:
No. oF cvuNocns 4 r{ltlDEn slzc 6tt x 12r t 'llME crtlNDERS c,t sr 12 : 05 P .M.wHEnE CAST On-Site
CURING INFOR}JATION:
lNfllAL CURE On-Site R&D 5:rqfu6E FAcrUnEs Cure Box M;N./U X. o rElnUE AT r.^& L0-12-90
oArE SIRIPPEo 10-12-90 $r: S" Urton nE,unK*
ACE
OAYT
OAIE
IESIE'
T T^L IOAD
(r.os)
Dt^|rEtfjl
([.rorEs)NlEA
(sq. rN.)
cruP. sTn.
(Psl)
T/PE OF
TIIACTUBE
CTruNDE'I
wBofiT
(tlrs)
o'ljll0€R
uNrr wl]cltT(rcr)
7A
28A
284
284
10-,18-90
11-8-90
11-8-90
11-8-90
95 ,000
L4.1,000
L47,000
142,000
6. 00
6. 00
6.00
6. 00
28.28
28.28
28,28
28.28
3360
4990
5200
5030
con/shear
con/ shear
con/ shear
con/ sl'rear
oEsrcN Sman6rH 4500 Psl o 2a D\Ys
'ESI:S
ttl t,Ilqurcffi FtRsotlfm. lnf lrl |.tr|.tF trcr 't'Ill Afr-l tfa,r-f Anv rrtllnlti tn4css onltllYFc lKllfo
sor{[ [lro|nr^l()ll ofl lltE lts nfQrtl |r Y lt: l'nonfi' tti olllt'tj'
PROGRESS REPORT:
CO'IES Michael Barber Architecture;
Anderson Q I lastings ;
PCL Construction Services; Wcstern l'{obi.le;
URS Consultants; Mr. Gary Murrian;
S" Urton T. Laudick
flELD OT}SE ryER APPROVED W
ChcntlNorthcnr,Inc.'r'-rlu^? Lrsnl<i nBl S.l-,urt.
REPORT OF CONCRETE TEST CYLINDER DATA
{t^r,uTtut.F|loT'cTl}.toll'r'rT:!.T|fn[lE^'|t'(l|i3'l.vr:!.,|LnIm'[s,.t:|trin!nrDA.ll'fcor'.]f'{Tw.Jr't<|rffno{.r5^|Tufl'l'..,'r{lt,rirn3o['xrIlclsmo{.nn|GA,ro||xlorro*..,r"rii..ri..nrirlrvrri-rtr,rrr
qoul't t_rlD u|tt53 on|t'i ,nRA|Jtlrurs ,rr[ ,Gntfo lo ltl tlfllrrc.
| .wr*' o, rrlijirlle'*"' or co6!onr-
rrri! th. Cr|'-l IJA a/go
rv:
TOWN OF VAIL Joo NO.4 398 90 DATE: 10-11-90
Attn: Mr. Stan Berryrnan DAILy REpOf{T NO. SHEtrf 2 OF' 2
P.0. Box 100
Vail C0 81658-0100 lNVolcE No.
PRGTECT Addi_tion to Vail Transportation Center, Vail, Colorado.
PI-ACEMENT LOC^TIONJ
L4.2. 40rSouthnf Tina A
South Footings,
of Line A; Wall,
Stair No. 12; Walls,
Stair No. 11, " Lines
Stair No. 1L,
10.9 to 11.5,
Lines 13.5 to
40r-60r South
I]ATCH TICKET INFORI/ATION:
SUPruER Western Mobi 1e
NUE AAICHU)
rnucx uo, 119
3:00 P"M.
ncKEr No, AI 2774ux
TruE ,^RRlvED 3:08 P.M.
oEslGN Ml. 2/Mix A cu. m. I
TluE PL,fcED 3:09 P.M.
FIELD TESTTNG INFORMATION:
TlyE rEsr r x6t3;15 PM sLuup
JOo SPECInCAnOt.|s SLUIP
Jn @MrEln 5 " 2: wEr uNn wocl.n 1,44.7 N,
ArR coNTorT f WAIER A0D€I) AI slIE d
Si\l/PLE TEUP6OO' Nlr rEIP60oF.
rhl. Ror R,(s 32 of 37 vcl3
tN.
lN.
2Lz
CYIJNOER INFORiTGTION:
Mr. oF cruNoEras 4 cYtttDER stzE 6tt x 12tl ]luE CYLINOE IS cY.sr 3 : 30 P .M.wllE lE c^sr on-Site
CURING INFORTTATION:
INrAL cuRE On-Site FIE_D sTon^cE F crrmEs Cure Box MtN.,/r{ J(. o IElnuE Ar uB. 10_f, 2_gC
D rE smlPPE) 10-,12-90 t'r; S. Urton Ror RKs
ACE
D16
D^IE
TESIE
TOT L r.O^I)(rrs)DTAMEIF-N
(rnctrEs)^,lF (sq. nr.)
covP. sTn.
(t"sl)
TYPE OF
HIACTUNE
CruNOFR
wEoltT(tlrs)
CflJNOER
UNTI WEIA|T(Pct
7B
2S
288
28
_10-18-90
11-8-90
11-8-90
11-8-90
84,000
137,000
L35,000
l-35, 000
6. 00
6. 00
6.00
6. 00
28.28
28.28
28.28
28,28
2970
4850
4780
4780
con,/sPlit
con/shear
con/shear
con/ shear
DESIGN SIRENGTH 3000 PSI o 2d o^)6
TESnt Ol L^I)Ofl^roair tt E5l).rlrl. lnf ll ta/.Jylrr^rrf r,tnl
^rtn
llttt Arlu l,fJlKtm In{ |'5s otprmflst tlolfo
SOXI ltltoanulnN oll lrlts lLsl|trro(|l U Y ri: fRgr'lD(D Itt oll|Lns.
PROGRESS REPORT:Concrete was purnped into forms. Sample was taken from the truck
di scharge".
coP,Es xi::i::"T'H:.ffi|1'"cture ;
PCL Construction Sewices; Western Mobi le;
URS Consultants; Mr. Gary Murrian;
S. Urton T. l,audick
FIELb OBSEFVER APPROVED $T
ChcntlNortlrcnt,Inc 'a,alunr lr\rr'r-.r .^!i .kl,'lr.l.
REPORT OF CONCRETI TEST CYLINDER DATA
ft^vU11W|'t('fGTr,fmqr}rTs.]t[nIrn^,ro(tt|i3ft.vl\,|l|fIfrs,,'[:.'lh|.n'D t|rc4t'l|x'|Tul-.Ifr(,'lfd,n
no arr titrrtrir.rs. crrf{1t'irr6 on r$rrfcrs rrmv oq ntc^rr}Do
iounlrll, u[ll-s:t oni[f rrtlurqjruns M[ f.Jrlr.D lo lrr ${lllllc.
^ '-,*-. .. rrl iltH-lr-. G{ co,n!o,rr..
rcri Pi. cr.f,l IJA a/!O
To:
TOtvN oF VAIL Jou No. 4 398 9.0 DATE: l'0-12-90
Attn: Mr. Stan llcrrynran D^|Ly REpOKf NO. SHEEfI OFL75 South Frontage lload
vaj.l co 81657 |NVO|CE NO.
PROJEGT Additign to Vail Transpor:tation Centcr, Vail, Coloraclo.
PIACEMENT LOCA]ION:Walls, Level 2, Stai.r No. 5;
tt^TCH TICKE-T NFORITIATIONI
suPruER l,lJeste rn Mobi lc .lRt cx uo. 54 TtcKrr |loo1 27gJ, uDt DEslcN ilo. [Ii.x A cu. ]o. B
T|MEtATClltD L:43 P:M. nUE/tJittlvtD .1 :50 P.M. lluEPLrClrD 1:50 P.M.
FIELD'TES[]NG INFORMATION:
lruE lEsr r xEN 2:00PM stuu6 3/4tN. AR coilru{r 5.0; wEr uNr $Ecir 7$.9 N- s^xpLE rEilp.68o AIR it!P.60oF.
Joo sPfElncAnolts sLUvP 0_S tN. NR coMrorT 4 _8t WAIER ADDED AT stIE (l coL naariKs: 24 of dO vd3
CYUNOER INFORIJATION:
lro. oF cylJHoF_Rs 4 .,Yt n0En srTF 6|l x 12r l Ilur: crLlNDtrls C"rsr 2: 15 P.M.\YllFJlE c,,\Sr 0n -.Si tc
CURING INFOR},TATION:
lNIluL cuRE on-Site Rrro srott^cE rlcrurri Cure Box MtN./ua(. o ti:,rlluE r wL_t0-.1s-g0
tArE $Rrpptl 10_13-90 or: S. Urton nEl/i\RK*
ACE
DAE
orEIFTE Tgt L r.01D
(urs)DI,AUE]UI
(rr.rcltLS) fit(sq. rN.)
couP, fln,
(1,5r)
TY?E OF
I RACTURE
CYL'NI'E t
wt:|catT
(urs)
rrullmn
uNtr wootT(f'cfl
7
28
2B
28
L0-19-90
11-9-90
11-9-90
11-9-90
84,000
1.25,000
727 ,o0o
128,000
6. 00
6. 00
6.00
6.00
28.28
28.28
26.26
28.28
2974
4420-
4490
4530
conical
conical
conical
coni.cal
OESbN slRENfl 3000 PSI o 20 OAI5
|EIS E.l l,,lllort^tolw Pf|r-srrorrl ^^t lrl ,^.;(Ym0^rrif wl t rrrn x7'lt A<lv !l-lt rxti rn41:s onll/rflI rrolfD
30st |ttlulrl^llotl ot{ lllts llsr nrofil tr^, lf rnovulD ItY Olllljlt.
PROGRESS REPORI: Concrete was placed in the forns with a punp.
Sar;rple was taken from the truck discharge.
coPrEs ffiiil1,.T"ffi1.fi;il'"cturc;
PCL Construction Services; Western l''lobile;
UllS Consultalts; Mr, Gary Mtrrrian;
c r rrr-^n 'l' . Laud i ck
rre"Lb b'u"s"dsrrrn APPRovED tr/
Chcn$Northenr,Inc.'..&lun? 1..?l,r-.r .rxl :-l- r.1.
REPORT OF CONCRETE TEST CYLINDER DATA
^'t^utmu|Ffmcrrm6[''rs.n|li|t|llE,J|of||'t.'ll.vt-''|ll'n'Jr''rr::^tr[sl,'rnnnrDAlill|l(,|'lfxXIw.'ltdqrt{ .r stlltuttrs. crtq |tift.< on rxlFfaJlt tFrtf ftl tlc trDrtfl.:o|,nl D u'ltl-\s onrtt t lrwrotjJttfrt ,rr. !:mlu lo |'l $llllllti:.
^ '6r,' o. u-l ilirTl r.r 'r co.rtF.*-
tonn )h. CutllJA r/go
TO:
TOWN OF VAIL
Attn: Mr. Stan llcrrynan
75 South Frontage Road
Vail CO 81657
PROJECT Addj.tion to Vai 1 'fr.nnsportation Cclrtcr,
JOO NO.4 398 90
DAJLY REPOTfl' NO.
twotcE No.
Vai 1, Colorado.
DATE: 10-1.5-90
SHEET 1 OF
PTACEMENT LOCAIION:Main Entry Way Apron;Station L8+00;Curb and Gutter, Station
15+00;
BATCH NCKfi INFORMTION:
suPruER Western Mobi lc rnucK No. 117 lcKEr No.012876 MX DEslcN rc. Mix C cu. vo.8
lluE tI ICHED 8:31 A.M. nuE ARHIvED 8:42 A.M. TIME PLrcF, 9:00 A.M.
AR @MEllr 7 .G wL-t UNlr wEcltT 139 . 5 PGt. s r,tPt'E lt l'- 660 ',u T[t/P' 60oF
^R
cor{TEXT 4 - 8I WAIEn ADDGD Af $lIE G{t. Ro,t rfiKs: ?4 oJ ?! yd3
FIELD TESTING INFORMATION:
'nuE IEr T XE}r 9:50AM sLVttP 4,
JOO SPECtnCAnot$sr.uuP 0-5 tN.
[I.
CYUNOER INFORI,.{ATIOI.I:
lro. oF C11JN0F_RS 4 cJl nlDE,t stzt.- 6r I x I "r
I 'lrur c/UNo€Rs 9lq 9:45 A.M.MtF-ne c.\5-: Orr -Si te
CURING INFORIi{ATION:
lN'rul cuRE On-Site R&D sTor{^6E rlctullEs Cure Box MlN./uN(. e\]E/nME ar w 10-16-90
DAIE srnlpps) 10-16-90 sri S. Urton fiElrARKe
AGE
oAt1s
DA1E
TESTE'
TUTAL LO^D
(urs)
DLTMET['I(fiiorrJ)NtI(sa. rN.)
couP. $n.
(r,st)
TTPE OF
HtlcTunE
c|'UNDC'I
wEloHT
(tjJr)
cruNoen
ut lr $Tlcr{r(r'ct
28
28
28
to-22-90
1.1-12-90
11- 12-90
11- 1 2-90
89,000
125, 500
.L27 ,5AO
128,500
6.00
6.00
(r.00
6. 00
28.28
28.28
28.28
28.28
3150
444A
45f 0
4540
con/split
confshear
con/ shear
con/split
OESIGN SIREN(;NI 4500 ry
IIJIS tn L||'qurofi rrtErt[ttl
^a.r |'l
^f,rnQt
at4f *rnl ^rr'll:fjrl I ^$v vt-ll()|)a l'rll [55 ol]lf,r lif, llolto
Solrq [|lo.ru,Al|ort oll ltrl3 ltsl t{trrofil u Y If t'no/D@ fi olllltts'
PIIOGRESS REPOKT:
coP,Es H::i::,,'l'll::.ffili."cturc ;
l)CL Construction Services; Westcrn Mobile;
URS Consultants; l"lr. Gary Murrian;
Chcn*Northcnr,Ilrc arxlu"2 l.,Jl'r-[ .^d :.|-rlFl.
REPORT OF CONCRETE TEST CYLINDER DATA
tl^uunutrn0qcTY'|r!q,r[T:!"I|'FtnE^'trot|mll-!t\.,ttIrF,r's['r3l,oqfr'nAr'}|rfo|'ld'lTl^t-.F'rFlwfdn!,|(',.|lsl^lfu.'''s.f,06|tl'il'6onrxt'|r.IsmovonE1G^,|t'trbounrrno.rrs-ts,.iii].il.r,iri}lrio,l,1unqoururtt ur|rtsll on|t,i ,rRrr€(,rtJ|ls ,nt ,ar[l-D lo |tl $Rlllrlc.
^ -*- !r ,r"l ililil e-- or Go.nronr..
tonr! l|o, Cr|tliJ a./CO
Tn.rur
TOhtN OF VAIL Jou No' 4 398 9.0 DATE: 10-26-90
Attn: Mr. Stan Berryrnan DAJLy REpORT NO. SHEff 1OF 175 South Frontage Iload
Vai l C0 81657 INVOICE NO.
PRq,EcT Addi tion to vail Tr:ansportation ccnter, Vail, Colorado.
PI.ACEMENI LOCAIjON:
Retain j-ng Wall, 80 | South of Line A, Line .1 to 15; Curved lrlal ls,Stair No. 11, Level 3, East and West Steps; Curved Wall, Stair No. 12, LeveL 2;
IJATCH TICKET INFORITATION:
SUPruER Western Mobi 1e
NME OAruig)
]ntcK |ro. 150
1 :33 P.M"
ncKEr NoOf 2976 uX DEslcN flo. Mix A cu. Y0. 8
nuE AnRn/E) 1:35 p"lrt. TIME PLTCED 2:2O p.M.
JO{r SP€Clnc noNs
FIELD TESTING INFORMATION:
TluE IEsr nffI 2:45PM stuuP 3k
sl.IluP 3_5
NR col{TE}fT 5 .4: wEr UNn wEct.T I42 .9 pst,
AR coMrE T 4-8I WAIER A)D[D AT SITE g
3\|PLE TprP. 72o ttrt TEllP.65oF
cnf. Rsr^fir(s: 24 of 24 yds
tN.
CTUNDER INFORIiIATION:
rK,. OF C,YIJNDIRS 4 rin DIt)En stzE f)rr x ltrr 'lluE C/LNDERS oisr 3:00 p-M- $lUlE C^Sr 0n-Sitc
CURING INFORIIATION:
NffAL cum on-Site RerD srofllcE F ctunEs Cure Box MrN.,/trl )(, o lt^lMc Ar rltl" 10-27-gl
0 lE sIRfPPflt 10-27-90 Dt: S. Urton RDTARX&
ACEul€OAIE
IESTtI'
Tgr L l.o4D(rrs)r)lrsflFI
(r-rctrEs)/{tFA
(3A. lN.)
couP. sm.
(P5D
TYPE OF
FII,^CTURE
CYLJNOER
wFJCIff(uls)
crulro€x
uNtr wElar
(Pcn
28
2B
28
Lt-2-90
11- 23-90
I7-23-90
1l - 23-90
98, 500 6.00
6. 00
6.00
6.00
28,28
28.28
28.28
28.28
3490 con/ she ar
OESrcN SIR€NCTH 3000. Psro?o oA)3
lEnr w t/\ooar IorY .ltnsrrlfrrl ^,|r |tl rat('.ltrrr|cq w'nt l|inx: ,rI ,{ilu ut-llx)m llt'l llss oltlutlllilE tlolfo
:oLt ltt onu lK'ft otr ltlls lLsI tlttlnl u Y tI. nKwt0(D rY ollltl3.
with a punp,
the truck. discharge;
Concrete was p lac ed
Sanple was taken at
COptES Michael Barber Architecturc;
Anderson 6 llastings;
PCL Construction Serviccs; Western Mobile;
URS Consultants; Mr, Gary lvlurrian;
S. Urton T. Laudick
RELD OI]SER/ER APPROVED AT
ChcnONorthcl'n,Inc.'4.Ertrr'' t n?Lr...r ...1 5.r-,lhl.
REPORT OF CONCRETE TEST CYLINDER DATA
|'tlqmul'HxmcTr,.nodr'r3'nrFt'nE^'|o(|||tllt-v-\,t[nlmf's&:s|'n.ntoA3n|rco|'rDir0wFfrfmyorqmc|,ftf:\|,|o^rmrntIAm||lT'nF|,'l{r.rro.'.rll^'lUt'''f..)|},ct|'ir,GonlYtF|c':nrN.nn|Gr||r,DoounntxxrL;'.ti'nt..,t'illlllole-oul
aorrrtlltlr ur|r15! on|ti rrMrqJrftals lrt |.filo lo [r sHllllrc.
^
.*,{r- o. rr.l iliiil 9- o, Go.n,oir-
rcrir ,tr. Cstll.l a/9O
TO:
TOwN OF VAIL Jou No.4 398 90 D TE: LO-27-90
Attn: ItIr. Stan Berrynan DAILy REpORT NO. SHEE; 1 OF I75 South Frontage l{oadvait co 81657 tNvotcE No.
PRGJECT Addition to Vai 1 -Tr-ansport at i on Center, Vai1, Colorado.
PLACEMENT LOCAIION:Foundation Wal1s,Level One, Stair No. 1.2;
BATCH TICKFT INFORI/ATION:
suPruER Western Mobile tntrcx No. 49 ncKE-r No0L 2gB2 Mtx oesrcN r.roJf!1ii A cu. yo. g
rlME n^rcHED g:52 A.M. nME AflRTvtD 10:00 A.M. IME pLrcED L0:10 A.M.
FIELD TEST'ING INFORMATION:
nM€ lEst Tlr(Eil ,10: 20AM sLUrJp J!,NR coNTElrT 5.6;WEr UN|I WEGrr 143.L wl. sanpu rCup,71o ln rryp.ssoF,
AR CoNTE,.JT 4-8xw IER IDD@ AI srE 8 c{t. RO,TARK* 24 of. 32 Vc)3
tN.
,ro{! sPEctncAnot{s strruP 3_5 tN.
CYL,NDER INFORITIATION:
lr(1. oF c11JNo€Rs 4 cnnror,rr srzc 6tt x 12tt lrME GIL|NDERS c^sr 10:95 A.l\r. wlrEnE crJT on-Sitc
CURING INFORIThNON:
lll[ul cuRE on-site RELD SIoRAcE F,rctullEs Cure Box MrN.,/r{a( o ]E/nM[ ,rr wr.10-.29-90
OAIE srRlPPAt 10-29-90 tt/: S. Urton REU flX&
ACE(l^'ts iITE
IES'TE)
TOT L LOAD
(Los)
DAr1ETrJI
([.rclrEs)A'IEA(sq. tN,)
couP. 5m,
(Psl)
TYPE OFN CTUNE
CYLJNDUI
tvE otfl
(LrJs)
CIUNO€R
uNtr woclfi
(r,cf)
1
28
2B
28
11- 3-90
11-24-90
1,I-24-90
L7-24-90
94, 000 6.00
6. 00
6 .00
6.00
28.28
28.28
28.28
28.28
3230 con/ sh ear
oEslcfi sTRENcn]3000 Pst o 26 0^t€
rESE Bl L DctlAtoftt ifnsarolfl Mf lrl kr.o.io lrcE wlnl rPtrt f)rll sn, r'i[rlxnr:i lt4Ess onlrxllljE rplfD
sot{f lfltofl Io|l oll llt|s rlst ntFo{lt |t Y tL Inovxx, rr orl[Rl'
Concrete was placed with
Sanple was taken from the PUNP,truck discharge.
PROGRESS REPORT:
a
CO'IES Michael Barbcr Architectule;
Anderson fi Ilastings;
PCL Construction Serviccs; Wcstern Mob:i.le;
URS Consultants; Mr. Gary Murrian;
S. Urton T. Laudick
RELD OI]SE WER APPROVED I]Y
- 2 ChcnCINorthcnr. Ilrc.
TOlllN OF VAIL
n ttn: Itlr. Stan Bcrrynan
75 South Frontage ltoad
Vail CO 81657
REPORT OF CONCRETE TEST CYLINDER DAT.A,
'4E rtlr4 tr?tr-rr nnr, S<r-lr.l.
JOIJ No.4 j98 90 UaTE: 10-29-90
PROJECT Addition to Vai 1 T:r'ansDort at i on Center Vai1. Col orado.
DAILY REPORT NO.
INVOICE NO.
-t r-- I ^r- aJrtLLI I VT Z
Stair Landing, Stair No. 11, Level 3: Stair Landing, Stair
No. L0, Level One;
BATCH TICKET INFORI/ATION:
SUPruER Western Mobi 1e
I'TE IATCHED
FIEI"D TESNNG NFORMATION:
lruE rEsr TA(€ll 10:00AM sluuP 4k
,roo sPEclncAnolrs
49 ncKrr No01 2986 ux
nME ARR|VED 9:35 A.M.
ggslctr No. Mix C
IUE PT/\C@
Tn[,cK ]ro.
9:20 A.lvl.
cu. lo. 8
9:45 A.lr{.
lN. IR
IN. AR
coMtrfi 5 .8: wEr uMr wEcllT
CoNTENT , a I W^lEIl ADDFI) Af
1.43.6,c1. SAIPLE TEMP.69o An
stIE 5 cot. no/Atr](s 16 of
TElrP.sooF.
L6 yd3
llo. oF c,Yl-lNoFJls 4 r,nlt{)E,{ stzti (rrr x 12rr 'llMt: crt NDERS c.r.sr [Q; 15 A.M" wlEnE c^sr on-Sit
CURINC INFORIIATION:
lNlruL CURE On-Site flE-o sroR GE F,iclUTtEs Cure Box MN./M X. o lL-nu€ Ar t ^& 10_30_
OArf, SIRIPPtD 10-30-90 E/: S. Urton REIrARK!
6.00
6.00
6.00
6. 00
CruNOER
ut{rr vna fr(rcr]
7A
28A
28A
28A
1.1-5-90
L1-.26-90
11-.26 - 90
11.-26-90
_120,000 con/ shear28.28
28.28
28.28
28.28
DEsrcN srR€r.rGTH 4000 Psr o 26 DAls
lEfs I't L^lrdr^mnr FiFsdo{1. ,,f trr ..(rrrx|t'^rrcf wtl|t {'rlf7trt,f aqu ![]tnoa trln cas onlunnS€ ]|(ltf,
sorE flt oRlr llol| or.l ll|rS ltsr trtronr n Y ri" Pafitx, ItY oll[ns.
Concrete was placed with
Sanple was taken fron the
a purnp ,truck discharge.
S. Urton T. Laudick
FIEI-D Ot}SE'ilYER APPROVED IIT
coP'Es H:::::,T'i,::.ffiI."cture ;
PCL Construction Servi.ces ; Western lt'lobi le;
URS Consultants; Mr, Gary Murrian;
tlluunqFi'lIcTrf!oq'r'[S.n|(nnE^'loG|i3]l.vt.i\,tlRr'9ms^,'fst,nqnlDA<Ir..|'1oln^|r$rr[Trortnc|jilc\tx''fl'..s.^t'||.|,'!m|Et|,ir'Fonrxl'x:rs7'hq(nn|G'roDf,tltn'rro..r.s..ri'.nr.:'trr',rdirrror,c'orrn
iovr\Irljt lrfrtlJt ontln|!^rrqr,tms ft ra,{tto lo r[ wHl||lr6.
r .rrr{, o. rr-ltiiX-lc,.r, or coiDonr..
ao,tr lro. craat tJA a/co
Clrcn$Northcnr. Inc
TOI{N OF VAIL
Attn: Mr. Starr Bcrryman
75 South Frontage RoerdVail CO 81657
PRqJECT
BATCH TICKET INFOR}'ATION:
sUPruFa Western Mobi le mucK llo. 44
11 : 56 A.M.NME OATCHED
|.r l |,lm|^t
'l'r(lllcll
lo fi,rrri n|f Frm tr Arn (rrFSrl-\4_?\ ,t I rrmrrs rf
rrrra r|. n^al r|, trrli. mrq |ttftrt on rxtnA-ts mov o.t Ftc^r{nrn oun rt_to.trs
aorr''lLnt ttrrljs on|t]i rrn^lE!|rtjMls lnl rJiruo Io t,r lfAnlllc.
^ ''- {, dr u.l ilftt lr-. .r co.rrorrb.
.r'n rrr, c|.tt tJA a/9o
ncKEr !,lo01 2990
T|ME RRIVED L2:74
:"lntr,tTlrD Al rr|r faltnxlflw irr tfrf Of O{m q,tl'T:! lt|o r'mfnlfAmll fitl r{rir'A-
n_-iir.-,irnuro r't rrurrc orrn rRrrltlt lfl'Kryx- rrurP -t wttl 0[ ut5r'o3r-u or ^'lln lt'trr $
REPORT OF CONCRETE TEST CYLINDER D,A,TA
JOO No.4 398 90
DAILY REPORT NO.
INVOICE NO.
'4rFrll,q l.?l^6'r n"rl Sal.ntl.
oatr: 10-29-90
SHEL'T 2 OF
on to Vail TransDortation Center:. Vai1. Colorado.
Wall, Stair No. L1, Level 3, West Side;
MX DE5ICN
P.M
}rc. Mix A cu. ro.
TttE Pus,@ 12a30
8
P I\l
FIEU) TESNNC INFORMATTON:
lluE IESr TfiElt 12:45Pl,t sLuUP 4, tN. NR @NrElr 5.5: wEr uN|I wEc]tr L43.2p"t- '.,AttPrE T|J ',7 20 ln rUre.6qop
JOO SPEClnCAnOlls Sr.lJup 3_5 rN. ArR t WAIER ADDE) Af SffE r, col. REUART(&
CI'UNDER lNFORtt/rTlON:
r.ro. oF cYtJNoERS 4 r-,Yt }rDEn srzE 6tt x 72tl Irur cruNDElts crrsr I ; 00 P.M.wlJF-nE c,\5T 0n-Si t
CURING INFORI,{ATION:
lN[uL cuRE 0n-Site FTELD STorucE FActLmEs Cure Box MtN.,/u ( o rEnuE AT t,.trrJ0-30-go
o rE srRtrpq, 10-30-90 rr: S" Urton Ran Rx&
7B
288
288
28B.
11-5-90
17-26-90
11-26-90
LI-26-90
cOn/shear89, 000 6. 00
6. 00
6.00
6.00
28.28
28.28
28.28
28.28
otstcN STFI€NGTH iO00 Pstozo 0^l€
tI5I5 g., L^rF.urofiy ry n5/r|rtrl r t or ar.i1.!(t^rl:f, *lnt ltr! t(:A^t ttu vt-llx)tli lt4l55 olllt rllli{ llolfD
3O!t r|rtur|l^l|or o |lr|:; lLtI ntrront r4lY l[ rnwlx.o t'Y onlus.
Concrete was placeci with
Sample was taken fron the
a punp,
truck dischiige.
S. Urton T. Laudick
RELD OT]SER/ER APPROVED FT
CO'IES Michacl Barbcr Architccturc;
Anderson G llastings;
PCL Construction Services; Western Mobile;
URS Consultants; Mr. Gary Murrian;
-' Chcn$Northcnr.lnc
REPORT OF CONCRETE TEST CYLINDER DAT,A
\t^UlmW'i.|('tIcTrfronnMF.I'l'n{!Er,{'d|m't'vt.t.,|Inrrot.srm3trrn'nrr'Al||rro',ntx.'lt|,.|nffnT'ort)(l'lcl.rRtnf.rs^'fu'''tll.cor6|l'ir'BonrxrItc'sm.'q(nntG^'||'[noUnFI...o'll:'.|s'Ft:il.r|l}lllouc
4ouat'fll, rtl Iss on|fl ^'l'urou4rns A,|t L,rnlo lo [r [xnurc.
I r,{, o. rrliliill",-. of .6oo,tr..
lar ||l'. CLtlIJA a,/go
'ararllrv' l'thEri ..d 5.l.hlht.
TO:
TOIVN OF VArr, Jou NO.4 J98 90 DATE: 10-30-90
Attn: Mr. Stan Berrynran DAtLy REpoR-t NO. SHEEr .L OF- 275 South Frontagc ltoadvail CO 81657 tNvotcE No.
PROJECT Addition to Vili1 Transportation Center, Vai1, Coloraclo.
T,LACEMENT LOCAI ION:Slab-on-Grade, Level 2, Stair No. 10:
Level 4, Si-dewalks and Landings at Stair No. 4 and 6;
I.IATCH TICKET INFORI,IA]ION:
suPruEn Western Mobi 1e
TME ITATG}IED
muq( flo, 1L9
9:03 A"M"
ncKrr no.0L 2996 Mrx o€stcN No. Mix c cu.'o. g
nuE RnrvtD 9:23 A.M. TlrrE PL,tcE) 9 :30 A.M.
FIELD TESIING INFORMATION:
IlllE TESr TX(EN 9:40 AM SLUUP 3rz tN. NR coNrElfl-s.4 ; wEr UNrr WEGHI 14j.Bpct. SArptE lElJt,. 71o Alt IE!60oF.
Jolt sPEcf FfcAlfot'ls suruP 3-S lN. IJR coNTE{r4 - 8 r wATER ,rooei) Ar slrE 7 cot. R$r,r r(s 16 of 24 yds
CYUNOER INFORI&\TION:
lKt. oF canJNDf:Rs 4 c.vt nrufrr srzf (r[ x 12r! llME ctuhlot,rs c^sf 9:.SS A_lr{_ miEnE G sr on-Site
CURING |NFOR}v{ATION:
lNlll L cuRE On-Site Ret.D sror{a6E FlcrurrEs Cure Box MN.,/MN(. oAt[,/nME AT t^& 10-91-90
D fE SrRlPpqt L0-51-90 En: S. Urton REIIARK&
AGE
DA)iS
TATE
IES''E'
TSI L I.O^D
(u,5)
DUUETFJI
(rlrclrEs) ,,IFA(5a. N.)
couP. sTn.
(P3D
TYPE OF
FTIACTUNE
cYUHD[n
WE}O+JT(urs)
C/LIHDFN
ut{tr,^'Ectff
(Frf?
7A
28A
28A
284
11-6-90
IL-27-90
1,1-27 -90
1,1,-27-90
104,000 6.00
6. 00
(r.00
6.00
28.28
28.28
28.28
28.28
3680 conica 1
OESrcN SIR€NGTH 4500 PSr o 2A OAYS
lI5rS rt tloqumtl flFtsrt|tltt
^,|t lrr (rtrxro|,|cr w|nl lti'l l}rrl A<tv trf-Tlnoa l,lrt t:3 onl[rT{I5lE lnlfD
30!E tronra lnn ort rl||5 lLsI Rtt ofll l{^Y la rtl('vlot.D ltf olllltrs.
PRoGRESS REPoRT: concrete was placed with a p'mp,
Sample was taken at the hose-discharge.
CO'IES Michael Barb.cr Archi tccturc;
Anderson G Ilastings;
PCL Construction Serviccs; Western Mobile;
URS Consultants; ltlr. Gary Murrian;
s r rr.r nn T . Laudi ckflELD.bIJSEFTVTf APPROVED [I/
' - Chcn*Nortlicnr.lnc.
TIATCI{ XCKET INFOR},,IAT1ON:
SUPPIJF.R Western Mobi le
NUE ITATCH@
TOIVN OF VAIL
Attn: Mr. Stan lJer:r)tnan
75 Scnrth Fror-rtage lload
Vail CO 81657
PRO,|ECT diti on to Va i 1 'l'r'arrs ortation CcnteT Vail , Colorado.
REPORT OF CONCRETE TEST CYLINDER DATA
-arnll,r't lr?nr-r' a^., 5<r-'1,.r.
JO1t NO. 4 jgS 90 DATE: 10-30-90
DAJLY REPORT NO. SHEET 2 OF 2
INVOICE NO.
Foundation lVa 11 ,East Curved Tunnel
Stair ldo. 5 :
il/al1 ;
rnrJcK No. t77
12:0L P.M.
ncKEr No01 3001. MU OEstcN
nME snflu, 12i23 P,M.
No. 2/Iqix Acu. YD.
nr/E pt,ACED 12r30
8
D [,1
FIELD TESNNG INFORMATTON:
TluE lEsT r r€t 12:45pM sLuup3 3/40t.
Joo SPEGInCAnOHS surup j_5 rN.
A/R corflENT6"5 ; WEr UNr nEcllT142.0
AR CoNTE\f4-8 X WAIB ADD€D AI StrE
sArPLE tE,rP.690
^JR
rD/P.60oF
(hl. Ror\ lcs: 8 of .16 yd
llo. OF G.IIJNOF-RS 4 Cft,llDE,t stzti (rtr x 12tt lluE C'^/UNDERS C,\sT 1:00 P"M. wrtFJlE c^;r On-Site
CURING INFORIIATTON:
tNfTtAL cuRE On-Site nE 51on cE rrcrunEs Cure Box MN./tr{N(. 0 rElnuE Ar t,,rl" 10_g1_90
arAlE sIRlPPs, 10-31-90 0/: S. Urton REIT RXs:
conlshear7B
288
288
28B
11-6-90
It-27-90
L7-27 -90
7L-27-90
73, 500 6. 00
6. 00
6.00
6.00
28.28
28.28
28.28
28.28
3000 Psl o 20 o^)rs
IESIS llf [AO('r toarl Frnso.lr4l. rnf [r f.t-.fto{r[ slnr
^ttarl
f: rl li {llu Mf,I|nlti trul;6 ollltrl|{l3c llolfD
30sE llfi onr{.^nox otl llll5 lLSt fitrroRl u Y r[ flrcvltxD fi olnlns.
Concrete was placed with
Sarnple was taken fron the
A PMP,
hose discharge.
S. Urton T. Laudick
FIELD OT]SER/ER APPROVED t]Y
....,,,rrr Michael Barber Arch itecturc;
Anderson G llasti ngs;
PCL Construction Scrvices; Western Mobi le;
URS Consultants; Mr, Gary Murrian;
|t^UlmulFfffcTrxmd['JTs.nrn'lE^'rndIt3ll.\'.l.,tla.'YFrs'[:;tmi{niDA.l'nrc0rnolxlutnr''trr0rfmcl,|t'.I1|,lom,^Inor..'su[u.''r5i-.,|.tct|hx,l3onn(|Ensmov.n[lc 'rr'|'f,or-,o^r'v',.r..d''nrirrr',rtirrrrortcn49ur'u.llD ur4tJs ontt ,In rou,uos l,lf- ,.rrlr_D lo t'| wR rtrc.
^ '-nh' '{ rrl r riill c-r or .o.nror,,-
trr rr.. cuf,llJ {/eO
r Chcn*Norl.hcnr,lnc.'/|rartlr? {r9tr-.. .^r, &ldlr.r.
REPORT OF CONCRITE TEST CYLINDER DATA
tt|vunul'rrq[cTr'.'oc|r''rin|(F|mE^,roq|m.|,vf1ltLn'J{'rra|,(s|nr.nrDAlrl|.cor'lrx},'!{n('T'lNo.(](,n.l]tno{ (r stlrTutt 15. oDrtt trJtri on rtnrcls ttnq o{ Ftc{tl)ux,
aoull"t.|l-|t utlrtls oDrtt l,l|t r€rt Jftos lrt fa,rttt D to t{ rYH|l[tc,
^ "-,{* o. ,". I i'iiiil e.-,, or .oi!..,r-
.oF rb. CvtllJA a/eo
TO:JOO NO.4 398 90
DALY REPOTfi NO.
INVOICE NO.
Vail, Colorado.
DATE: 11-1-90
SHETT 1 OF
TOII'N OF VA] L
Attn : ltlr. Stan Berrynan
75 South Frontage Road
Vail CO 81657
PROJECI Addition to Vai1 'fransportation Ccnter,
.OC^ltON: -Steps, LeveT 2 to 3 and Step Topping, Level 3 to 4,
East Steps, Stair No. 11;
MTCIJ TICKET INFOR}/ATION:
SUPruER ltles t ern Mob i lc lnucK No.
8: 16 A.M.
100 rcxEr 1.p.01 3021ux p5516ry pe. Mix C cu. yD, B
nuE /\RrirvrD 8:35 A.M. T|ME PUcm 8:45 A.M.NME B^rcHED
FIELD TEMNG INFORMATION:
TluE rEsr rp<rx 8:55AId sLuup 3 tN.
lN.
AIR coMrEl{r 5.2rnL( uNlr wDctfT 143.7 N.
AJR coNTEllT 4-SrwAIEn ADDED AI stTE d
sAr,.pLE rELtp. 7 20 Ntt rcur.5gop .
G,l. nEtARKs: 16 of 16 vcl3.ro8 sPEctnclnol6 sLlruP 3_ 5
CYL'NOER INFORI"(ATION:
r|o. oF c'njNoEns 4 on.rloErr srzl: 6rt x 12rl ]luc C/LINDIIIS g\57 9:10 A.I1. MrEne c^sf on-Sitc
CURING INFOR}TATION:
l mL cuttE On_Site RED sro&acE F ctunEs Cure Box utN,/MN(. cl^rtnuE Ar wr 11-2-90
tAlE SIRIPP@ 11-2-90 tt/: S. Urton nElI RKS.
AGE
t)\)T
DATE
rEs'tut
TUr L tOD
(Lus)
DI,\M EIrJI
(|l.rclrEs) JIF (5a. ril.)
couP. srR.
05t)
TYPE OF
RUCTUNE
ctljNOOt
wfict tT
(tlrs)
Cr1.lllOFX
UNTT WEIiGT{T
(Pcn
28A
2BA
28A
11-8-90
11-29-90
11-29-90
11-29-90
110, 000 6.00
6. 00
(r.00
6.00
28.28
28.28
28.28
28.28
5890 conica I
oESlCl'l SIR€NGIH 4500 PSI o 26 0 E
IETS t'r L{roltAIoF rfFsftrr||t. lrlf ttl Ltlno^]rif, tnnl At{i rrflr a<tu l'f,]llol}l lrrn 15 onlttr{ttf, llolfo
sol{t lrlt ult4 tloll ott lltts ILST ml'o{ll U Y at FIKMD(-D ltr Oll|t.ni.
PROGRESS REPOKT:
coPrEs Xl::i!:,T"ffi|.ffi|1'"ctul'c ;
PCL Construction Serviccs; l{cstcrn llobi.tc;
UIIS Consult nts; Mr. Cary Murrian;
S. Urton T. Laudick
FIELD OOSETWEII APPROVED II/
. Chcn*Northenr.lnc 'l|rallrDz ln{l,hrr r.r(| S€l'lhr.
REPORT OF CONCIIETE TEST CYLINDER DATA
(3^uun4l'r.0(fcrrH'onfrfs'Itf''1ftl}loo||tsl|-v:(l,lnr'tnts''||s|mrrm'DAsll|.frrrfDll,|wfr'{'flYofd,Ic|,,tns',,loAm|]^lb'lrx'|o.'r^'Tl|'||tt.,,rtt|6'o!to'rxlDA:rsmov.'lt,|Gl,|D||f)ounntxrrrrl-rint:,rrrwrjt'tlortcountHl|tl|A.h'1.!,:ourunl' urrl-ss on{t ,n{^r,o[lr/0nJ lnf, raJU.D lo nt w8nllc,
^
r.n- o? trl i-riil-le*. or co,npo..t .
l.ii rr. CaCttJ a/m
TO:
TOWN OF VAIL Joo No.4 ig8 90 DATE: 11_1_90
Attn: Mr. Stan Berryman DAILY nEpor{f NO. SHEtrf 2 OF 375 South Irrontage RoadVail CO 81657 tr{volcE No.
PRGJECT Addition to Vail Transportation Center, Vail, Colorado.
Deck Topping Replacement, Level 4, Lines A to 8.1 and
Lines 4 to 6;
SATCH NCKLT INFORI,{ATION:
suPruEn Western Mobi 1e
NME BATCH@
ncxEr No. 0I 3024uu 965161.1 Ns. Mix F cu. yrr. 3
nuE RnrtED 10:05 A.M.Il},tE PL/ACED 10:45 A.M.
Tnuc{ uo. 114
9 : 48 A.M.
FIELD TEST'ING INFORMATION:
TIUE TES'T TX€I ].],:3OAM 3LUMP 3
JOB SPECtncAnOl{s suruP 3-5 ^, ***rlo'9;wEr uNr wa.,fiT L24.7 N.
^^ Jogi8lh8nrwerEn
^DDID ^T
snE 10
SAJ/PLE rElrP.730 ,rtn rDrp.s5oF.
Cot. ns{AR (s 3 of 6 vd3
lN,
tN.
CYLJNOER INFORI"GTION:
llo. oF cYuNo€Rs 4 c,rt:rrorH slzti 6rt x 12tr 'llME cruNoERs c,t'r 11:45 A.M. wllste c./\Sr On-site
CURINC INFORI,{ATION:
Itlllul cuRE On-Site Ra-o sKlRlcE FActtmEs Cure Box MtN./rJ (. o/\rEnuc ar L,r,gi 1L-2-90
u^lE sIR|Ppq) 11-2-90 rn: S. Urton nEr BK*
AGE
o 'tis
OAIE
IESTE)
TqTAL LOAI)
(LBs)
Dl,TTETE'I
(rr.lc'rEs)
'IEA(s,q. rH.)
couP, sm.
(Ps0
TYPE OF
FN,ACTURE
clruNo[R
wL)oHr
(urs)
C'UND€IR
UHTT WEIGIIT(Pct
7B
288
288
288
11-8-90
11-29- 90
11- 29-90
11- 29- 90
86,500 6. 00
6. 00
6.00
6.00
28.28
28.28
28.28
28.28
3060 con/sp1it
OEIGN SIRfNCfi 4500 Psl 026 DAYS
rISIs lr/ uDqqrcfiY if F3rrorlt Arf lfr L,..onov4[ wll'| l'.n r}rrI a!ll, ua-rnlr:i |,rll t5 onlt an5{ ltotfo
soEt l|Irofi'r l|ofr otl Drs llst ntr.ofiI lr Y l!- fltqtDu) ur ollilns.
L-
PROGRESS REPORTI
COptES Michacl Barb.cr Architccture;
Anderson & Ilastings;
PCL Constructi.on Services; Western lr'lobile;
URS Consultants; Mr. Cary Murrian;
s. urton T. Laucli ck
FIELD ODSETWER APPRO\ED [If
' ChcntlNorthenr.Inc 'a'Elllq t^gr'dr .nJ S.l-lhl.
REPORT OF CONCRETE TEST CYLINDER DATA
ls^!unu|'''(m-crEctrrf:iI[n'nEDrDf|F3.|.\,f\,ltn''rr,n5|,{'|mi.nloA.tl||rc4r'rtxrrwfr'{rrr.of,nc|,['nod (r srlFurt.E oolclrr.xrrr orl rxlifcls tnora oq Flcrrrn"4
4ovr\fnD urrl-ts on|t.i tn|| uotrrurt rJrf fitfo lo [{ wHl|[tc.
r F-r*- onl.l ijjiT-lr.-' o. c6ro6r..
rorn rJr. crrtt tJA a/00
TOIIIN OF VAIL
Attn: lvlr. Stan Ber:rynan
75 South Frontage Road
Vail CO 81657
tion to Vail 'Iran rtati.on Ccnter Vai 1 . Colorado.
JOr.l NO. 4 398 90
DAILY REPORT NO.
rr.rvolcE No.
DATE: 11-1-90
SHEET 3 OF 3
Foundation Walls, Stair Core and Structural Slab., Level- 2,
Stair No. L2;
BATCH TICKET INFORMTION:
SUPruER lvestern Mobi 1e mucK No.
1 :00 P.M.
rlcxEr No.01 3031MX DEslcN r.lo. Mix A cU, rD. 8
TIME RRIVE) 1:13 P.M. TIME PtrcED 1:30 P.M.
FIELD TEST]NG INFORMATION:
nuETETIr(€Ni:4S plvl sLuup s AJR CONTEHT 4 "
g: WEr UNII WDGIII 145 .7 pd. SAL|PLE ]E],|P.
ArR coNTE.n 4-8rwerrn A0DED AI sm 0 cor. nanrnrc*
7go,u rotr.61op
40 of 48 ydJ
CYLINDER INFORI,!\TION:
tlo. oF c'yuNDF_Rs 4 c'rl tlDEIt stTti 6rt x l.2rl llME CrUNDFIIS c,tsr 2 : 00 P .lt'l .wllEnE C-|\sT 0n-Site
CURINC INFORI/ATION:
lNlTllL CURE On-Site RE-D sTorurcE FlctUTtEs Cure Box MN,/u x. D\rEnuE AI Wr11-2_g0
OAIE SIRIPPED IIY: ROI RK&
TYPE OF
FII'CTURE
conical6. 00
6. 00
6.00
6. 00
28.28
28.28
28,28
28.28
11-8-90
11-29-90
LL-29-90
11-29-90
rEsrs w t DCttAJ€,lrl ifftsf]D,n. Anf lrl ,r.rn|l(vrr.f wrll ^Ir1r2 fi,. f,<tu r/tllKtm tltrllJs On|tJnvB€ llolfD
solrt |tllu$r llott oll llll5 lLsI lltl'ofiI tr Y rf lfKrYlDt, lta olllulj.
Concrete was placed with
Sanple was takerr fron the
a Pump,truck discharge.
S. Urton 'f. l,audick
FTELD OI]SETWER APPROVED TT
Michael Barbcr Architecturc ;\'vrrlJ Anderson f. Ilastings;
PCL Construction Serviccs ; l{estcrn lt{obi I e;
URS Consultants; Mr. Gary Murrian;
€'*ChcnilNorthcnt,lnc
REPORT OF CONCRITE TEST CYLINDER DATA
f!,.|tutlul'm(fcrrxrDq[|lts'l|l(nnE!tI'Glist|'v'\/|LnlmfFr,{sl'nr.dlrDAl!lrro'lrrxx'wF'loPf'[Yor0nc|,tr'Ts",'0!m|l^ID[ind o. frrlart\ r.r'rrcl trlrtd on ftn cE mrlrt (n rrc-Arrtrrro oun ntrtrrs Eqouni|It u'ltl.s:l ond.i rntwrqjlDoJ l,lf taJttm lo t'| wllurc.
^
F-nrr o. rr-lifff f I c,-., or Go,nprir-
r^^n '|i, seEttJA r/0o
'ralltr4 lrll,sir .n<l s.r-thr.
TO:'[OWN OF VAIL JOo No.4 398 90 D^TE: 11-2-90
Attn: Mr. Stan Bcrryman DALY REPORT NO. SHEEf 1 OF 2
75 South Frontage Road
Vail CO 81657 tNVolcE No.
PRo'rEcT Addition to Vai 1 'lransportation Center. Vai1, Colorado.
PI-ACEMENT LOCA'IION:Steps, Levcl 0ne,West Side, Stair No. J.1;
MTCI1 TICKET INFORMTION:
sUPruFx lVestern lr,lobi 1e TBTJCI( O.
9:28 A.l{.
46 ncxrr no.01 3042uu oEslcN No.4O/MixC cu. vo. 8
NME MTC}I€D nME nHrvf-D 9 : 44 A.M.TrME P[,^GED 9:55 A.M.
FIELD TLSI'ING INFORMATION:
flME IEsr T r(or10:10AM sLuup 2 tN. NR @NrOtT 4 .47w:r uMr WEctrI I44.3 d. sarPLE lfMP. 70o arn TOrP3soF.
JOO SP€ClFlC.{nO}ls SL!Upj_5 rN. AtR CoNTE|IT 4_ g I W,$En ADDGD AT SrE g C"t nDtARK*
CYUNOER INFORI,,iATION:llo. oF cruNoERs 4 c,yt.ttrorlr srzr (rtr x 12rr llUE c)l lNDFRs c-sr 10:25 A.M. wllF-nE cASr On-Site
CURINC INFORIIATION:
IN|IUL CURE On-Site nn n SrOfllCE pcl[r1tEs Cure Box MlN./y X. 0 E/n]rE AI 1.a11 11_.J_90
0AfE SIRIPPf,) 1 1_?_oo IW: S lrTf ^n
REIIARXS
AGED\6 oAlE
TESED
T TAL LO^D
(Los)
DATTflE'I(nrc Es)NtEA(sa. rN.)
cor,lP. fln.
(Psr)
TTPE OF
RUCTUNE
C'TUNDFJt
wEorfi(ujs)
CYIJIID€N
uNtt wE:crff
(Pcf)
7A
28A
28A
28A
11-9-90
11-30-90
11-30-90
11-30-90
137, 000 6. 00
6. 00
6.00
6. 00
28.28
28.28
28.28
28.28
4850 con/sp1i.t
OES'GN STRENGIH 4000 PSt 0?6 0'r5
r[5TS fi [AOdUmRt nfffErrorrl Mf l|r A:arnD.rrf tlDt lrrl x}t!I anv ltrrrtx Inltls onltxl{E€ lloEo
solf l l o.ru lloN ot| lll5 ltsT mno{(l r{AY tf tno4Du) ltt ollltns,
Concrete was placed with
Sample was taken fron the
PMP,truck discharge.
PROGRESS REPORT:
a
CO'IES Michael Barb.er Architecture;
Andcrson fr Ilastings;
ICL ConstTuction Services; Western lvlobilc;
URS Consultants; Mr. Ga.ry Murrian;
S. Urton '1. Laudick
FIELD ODSEfI4/ER APPROVED t}/
;''Chcn*Northcl'n,lnc 'a,al0n{ l^9nFrr .nd s.r-lrrt.
REPORT OF CONCRITE TEST CYLINDER DATA
ls^r,Ulll||.Fnotfc'l'.!odr!f.I|tP|tltt^,|oo(Ftr|.t/Fi-r|lnrmnn,'{slrrE!|rlDAr[|rf,|frrxttJwm.f'rror(x,nc|Jtrnor. (r nlrlt.FrJ. aorct t;lxtrt on rxFA:rs mov (n ntcrrDrx,
':ovFtt.tl.tr ul|t153 on|Qi ratur.qrrl}{|s lnt raJnllt lo r'| wn||rfrc.
I Et !- ., u,.l iffi0..- 6r co.n?.,!r-
ioh rb. Cr|tl l.t r/$O
ru:
TOIVN 0F VAIL Joo No.4 398 90 DAIE: 11-2-90
Attn: Ilr. Stan Berryman DAJLy REpORT NO. SHES1 2 OF 2
7S South Frontagc l{oad
Vail CO 81657 |NVO|CE NO.
PRG,ECT Addition to Vail Trnnsportirtion ccntcr. Vai1, Colorado.
PLACEMENT LOCAi]OI.I:Colunn, Level 3;
West Curved Wal1
5r Lift, Scair No.1.2;
Stair No. 5;
1{a11s , Street Entrance,
and Top North Wa1l of Core,
[I^TCH NCKET INFORI,IATION:
SUPruER lt/estern Mobi le
NUE BATCI|EI)
lItrJCK fto.
12:19 P.M.
44 lc6Er No.01 3055Mx D66N no. Mix A cu. vo. 8
nuE lRftf\€D 12:59 P.M.Ttr/E pl^co 12:45 P.M.
FIELD TESTING INFORMATION:
luE TEs'r rAxot 12155P, suuup 3 NR comtrn 5.6: wrr UNr woc16 143.3
^JR
CoNTOT 4 - 8 .1 WAIE I ADDED AI sm
sAr,rpLE "tEMp, 70o ln reirp.4Oo
rhf. ftaAnx! 24 of 24 y tl3JOo SPECTF&mONS
Pcr.
ptN,suruP 3- 5
CYUNDE'I INFORMATION:lo, oF c'yuHo€Rs 4 wllEnE cr'Asr On -Si tecirultortr stzti (>tt x l2tl lruf: cnrNoEFs (:(51 1.10 P.M.
CURINC INFOR},IATION:
INITUL CU'IE On-Site FlE o sTOnAcE F CrLtnEs Cure Box MH,/l,t X. o ltnuE AT rNrl.l-.j-g0
o TE SIRIPPED 11-3-90 tlY: S. Urton ncl/ RKA
AGE
t)A'rls
t)^TE
IESIE)
TgT L t.O^I)
(urs)
DUr| ETLR
(frcl rEs)^,iFA(sq. ['r.)
couP.sltr,
(Psr)
T/PE OF
Hl cTUnE
CYUNOF'I
wLrcafi
(r.rjs)
C'ruND€i
uNtr vaoca{t(rc'1
7R
288
288
288
11-9-90
11-50-90
11-30-90
11-30-90
100, 000 6. 00
6.00
6.00
6. 00
28.28
28.28
28.28
28.28
3540 con/ shear
OESICN STR€}IGTH 3000 Psl o 20 D )€
IE TS AY tlOolfAIOIT' FfRs;atltlfl.
^nt
|rr Lft)no|)|il wtttl rttl f]IrI A<r! lt-ll0trii l|tll|jsJ Ollltfi'n5t lKlIfO
sOr|E |rn Ofirl^ltolr Oll lltt5 ltst mr|oflr u Y ta flrovltx-o lfi orlltns.
PROGRESS REPORT:Concrete was placed wi.th
Sarnple was taken from the
a PmPrtruck dlscharge.
COptES Michael Dalber Architecturc;
Andcrson {i Ilastirtgs;
PCL Construction Serviccs; $/cstern ltlobilc;
UIIS Consultants; lr,lr, Gary Murrian;
S. Urton 'l' . Laudick
FIELD OBSEI-TVER APPROVED TI/
;!ryrr
Fleld Beport
Yall Tranaportatlon Center
llondayr f,ovauber 19r 1990
11100 a.u., Partly Cloudyl f5o
By: Bon Stevaac
llet rttb Soott lard of l{lcbael Barber Arcblteoture to observ€ tba Progr€gg
aad qual!.ttr of tbe stnrctural rork for the parklag stnrcture.
Tbe stnrotural rork for tbe EaraSe stmcture app€an to be conplete aad
apDeart to be sattsfactory slth tbe follortng c@!€!ts:
1. Iovel l:
a. Iglaad slabs rere detElled vlth a solld trrelve I'ncb rLde ooacrete
strlp at tbe perlreter beetloa 2/S5) wltb tbe renalnder on rlgld
lngulatlon. The rlgtd lnsulatLoa appears to bave been erteaded to
tbe ealg€s of t'he lglands.b. Ealrllae orackg sere obgerYed la the n€r topplng nortb of tb6
€rlstlDg bean at llne 81 betreen lLne 9.3 and 10.?. ttey geserallt
ertead fion the double tee gteos at the beat dlagonally to tbe
nor:th at approrintely 45 degrees to tbe slab edge. fhey appear ln
tbe topPlng slab oaly and are Dot stnroturaUy sl8alfloalt.
oo Xt ras obs€rved that uany of tbe patcbes to the Dotton of tbe double
tee slabs oross the slab Jolats rl.th ao aoatrol Jolato. Provldlng
ger outl tbrough the Jotatl rould nlulnl.ze loosenlng of tbe patabes
due to clab lovenent. At loast one patcb had fallea at tbe tlre of
our Ylsit,d. lt ltne 18.5 at edge of tbe slngle tee fron B to Cr'no clab control
Jotrt uaE provlded and the topptng bas oraoked. Tle oraoL sbould bc
repalred and sealed to ralntaln lntegrlty of tbe toPpUS.
a. Ibere the ltO stalr rall Dsot! garage at l-1 r concrete 1s oracled
(aon-etmotural) and rlll lell off lf not repal.red.
2. Clroular Balp:
a. lt roofr lt appears that tbe atynofoan bas not been renoved froo
the Jotat bettnen the topptag and tbe garage nall at ltne l. It
gbould be rooved and tbe Jotat gealed.
b. lt r.oof, nurer\ou! oraclg lD a rootalgular pettern are vleible os
the uadersld€ of tbe double tee glabs. Tbeee should be revlewed by
tbe preoast fabrlaator.
3. Erterlor Stalrs and Servloe Concs:
a. Stalre 10 and 11 are esseatlally oonplete structurally.
t) Expaaslon Jotnts betr€ea the ner and erlstlng oonorete aPPear
to be nlsslng la several locatlons. tla Joiats should be
provldedr clealed aad sealed.
ANDERSON & HASTINGS
lP
7
Fleld Eeport
Yell fraasportatlon Ceater
tbadelr f,ovenbsn 19' 1990
Page 2
b. At level 3 at the lntemootton of tbe ourved nall rltb tbe etlstbg
wall, no Jotnt tae provlded and tbe ooncrete bas oracked. nepalr
ead seal,
c. At level 1 pedestrlan tuonel r[ere erl.stlng coaorete has spalled
end r€laforclag oorrodedr the ropatrs are stlll not oonplete and
tbere ls evldence that rater ls stl1l reacblng the botton of tbe
rall frou above.d, Stalr nunber 12 aad elerator area aot couplete - ln Progress.e. Stalr aunber 4 ls sinrcturally couplete.
ll. IaterLor and UlsceUaneous Steel Stalrsl
Eo Stal.r nunber 6 ls couplete and statr nunber 5 ls aearly oonplete.
b. Statrg 8' 9 aad 13 are aot Lngtslled.
c. Stalrs 8 and 9 rere aot febtriaatod ag detalf,gd and nodlfled oa the
shog drarlngs. Tbey are oatlefaotory stnroturally but dtffloult to
OIe0t.
F, Bevlared f,er preoast lalls Froo Ltne 30 f,ortb:
a. la noted oa a pr€vlous Ylslt, borlEontel oraoks appear la level 2
only and on the south ard sast flall& In tbq aoutb rallr tbey
apDear la 6 of tbg ? DeDele botroen grtd 36.3 aart 3?.7 and ta flva
of the paaels oa tbe east raII oantettd oD ltns & lbs orackc chor
nater stalla aloqg tbelr lengtb ft|dlastllg tbey erlsted prlor to
the uells D€Lng ratcryroofed anl bac&fllled. Ibey are halrltne 8rd
lega 1u thlclnegs, ocouned Drlor to baokfLllrngr and are not
ctnroturally slgnlfloant.
6. Conetnrotlon of tbe Vlsltors Center lo la progregs aad nearly ooplete
atnroturally.
a. Erterlon plysood sboatb!.Dg hae been lnstalled and scretred at 4
lnobes on oeuter at panel edgec. Sorewc are regul.red at 2 lncbeg
oB oeut€r nbsre lntertor plyroo<l ras requlred aud not used.
b. Gypouu ralt board ras belng stored tn plles up to three ftet btgh.
Tbls rerults la bigher tban aceeptable loadlag - the pll,es Dust be
redlstrlbuted.
fn generalr a1l ahlppedr lpalled, and oraoked concrete Dust be repatned.
RtS/lrf
ANDERSON & HASTINGS
7 9^7*
Fleld Ecport
Yall Trancportatloo Ceater
Thureday 0stober 11, 1990
9:30 l.[.
Partly Cloudy, 40o
B3r: lon Stevoas
llet rltb Soott lard of lllcbael Barber Arahltecture to do structural nalk
tbrougb of parkll8 garage stnrcture. Stnrotural vork ls neErbg ooupletlot'
all uen toppln8 bas beea plaoed on level 4 deolc. All of tbe ner Precast
atnrctur€ 1s la plaoe to tbe eaet of tbe origtnal butldiag. The bulk of
atnrotural rork left to do relates to tbe stalrg. f,one of the steel gtalrs
ar€ on glte aad aone of the erterlor stalrs aad servlce oores are oonplete.
lll. of tbe erterlor ooacrete stalrs and servlces corea are belng workad on
non but bave ooaglderabl.e rork left to be doae.
fbe aew structural work that has beea oorpleted Benerally appears to be
satlsfaotory. tbere ane sone halrllne craoks lD tbe topplaA at level ll west
of tbe fnforuatlon Center aad to the uortb aad weet of tbe lnfornatloa
oeater. ft ls our undergtandlag fron Soott tlard tbat thlg paPtloular
plaoeneat of topplng conor€te sat erposed to the reatber for at leaat 3 days
before ant proper aurlng raa attenpted on 1t. f,o otber oracks ln oonorete
topprng eltber at aeu or or:lgl.nal Dortlon of structurs uore noti.ced. Soue
horlmatal halnllae orackg nere polated out to us la tbe soutb precast u8lls
of tb€ addltloa torard the east end aad on level 2. In nost of tbe cases
tb€re nas a single batrllae crack about old belgbt betreea level 2 erd level
3 and slnllar oraokg occurred ln several of the panels. ft 1g not olear
ribetber thece oraeks ooounsd before tbe rall ras baol fllled or afler tbe
rall ras bael filled. It 1s Soottts oplaloa that tbey rere notloed belore
any baoL flfflag operatlon rlas dore. Tle aer precast double tees and ralls
la geaeral app€ar to be of aooeptablo quallty. Hore apcolflcally 6ur{ng the
mlk througb tbe lo11or1n8 ltenE Er€ obaeryed and dlsoussod:
l. Tbe opealags out la tba exlatiag preeast wall at llns B to allor tbe
tlstaltatlou of stalr lfo. 6. Ue bad beea nottfled prevlously about
tbese opealngs and.probleus wlth spalllng of the precast bauneb oreatlng
a bearlng ledge for tbe double tees o! each slde of tle open1n8. Part
of tbe aotlflcatlon that we reoelvcd laoluded photographs of tbe
sltuatloo. Our observatloaE at tbe slte oonflrned rhat re bad seea ln
the pbog€raphs. fn addttlon, lt was noted tbet at tbe hauneb at tbe
eagt slde of tbe opentng out belor level 2 ribere tbe pbotographa
ladlcated a spa1l tbat ertended out to about tbe oester llue of tbe
double tee bearlag aad the faee of tbe bauaab. lhat spall la fact
propagates baok towards to nall at about a 15 degree angle uaderulnlrg
tbat double tee beari.ag Dore tba! re bad onlgJ-ually tbougbt. Furtber
study rtll be requlred to deternlno rh€tber addltloaal repalr 1g needed
at tbat partlcular locatloa. Opeutaga at th€ saDe staln bave been ouf
lD tbs ranp double tees at the level 2 to level 3 na.np and at tbe
levol 3 to level 4 ranp the openlag ras ln the proceas of belng out.
It tbe tloe ce were at the level 3 to level 4 nanp re aotlaed tbat the
opeulng rtdtb was slder tbaa tb6 clear dlgtance betrpen the double teegteng. lbe open!.ug had been sar cut ard Jaokhanrcred througb the
topplng glab but aot yet through the double tee slab.
ANDERSON & HASTINGS
Fleld Beport
Yall Transportatloa Center
Octobsr 15, 1990
Page 2
BLS/1rf
2.
1. Coart
fle sotlfled PCL Constructtou tbat tbe openlag should oot encroaoh on thc
double tee sten and firtber dlseusslou ensued lat€r rttb PCLrg uan ln
charge of tbat Job to erplaln the problen. Also nou.ced rere opeBtnga
tbat had already beea out dlreotly belor tbe double toc 16v€l 2 to level
3 ranp tbai bad beea cut too wlde and th€ gar cut aud Jackbanner bad
encroacbed ln the range of an llcb Lnto the double tee sten. It ls not
tbougbt tbat tbls ls a denger to the stnrctural lntegrlty of tbe
stnrctutre.
Preparatl.ons flere belag nade for tbe DlaceDsnt of the ooncrete aproa
slabs oa the aorth slde of tbe stnrcture. &e nost progr€ss tbat had
beea nade raa at the €ntranoe fartb€st uest. Tbe detall oallE for
doseled expanslon Jolnts at tbese looatloaE rltb smoth bars greased
at oae end or tbe otber to allor free horlzontal noveueat of one slab
relatlve to tbe otber. Ibe detall betlg us€d lavolved a [o. 4 rebar set
lD the exlstlag cononete Copplng rbleb bad gresuuably forced la and setrltb an epory grout. I oouduit rltb a larger Luslde dlars0er thaa the
rebar rltb one ead olosed off and taped had beeo plaoed over the rebar
and presunably the coacretg placed ov€r tbat oreatlag a aleeve of tbe
ooacrete tLat tbe rebar oould nove la. t}ls detall rlll'Drobably
acconplLah nbat ms latended to be aoeonpltahed.
Also observed tas tb€ r€palr of tbe beat tbat bad been <lanaged by
erssvatora at tbe ertreD8 r|€st ond of the erletrng garag€ nberc tbe
ounved raup tlec ln. tle bean had been nsnoyd and replaoed aad lookg
aooeptable. Btgbt next to thc replacod bean 1s tbe extatlnA stalr sbaft
tbat lc 5ernt abandoued and veutlletlon fang added to the top. lhe
oponlags have beeu'olosod a! re r€queroted rlth block fully grouted. Tbe
double tee that runs tbr"ough tbe ghaft raa to be reuoved over the shaft
DGr our drarlngg but tbe clty dealded not to renov€ the gtens so tbey
n€oaln l|t place rltb the flaagee reuoved.
Also obeerved ras the ner oonstruotl.on at erlsttng level I pedestrlau
tunuel. The nen rallr aad foundattons ar€ ln plaoe and nepalr ls 1n
progresa of the spalled cononete and oonroded relnforclag of tbeortglral bean over the orLglnal opeatng. Approrluately balf of tbe
oonoded and cblpped off concret€ has beea replaced. Asked Scott who
ras lnspectrnS tbls regalr and he ladlcated that be rould cbeck lnto
tbat.
3.
ANDERSON & HASTINGS
Chcn$Norl,ltq'tt,lnc ffigs DEc 0 I 1'qgu
REPORT OF CONCRETE TEST CYLINDER DATA
tl^rrrmu.Fia[GItD|i||f'!|3I[rr'nE,Jhd'isfl'vr1[fnlm'ritl,q..'tnqTrlDAtrrf6'nd'{w.jFdr'td.rd,nc|[l|Ts"|,|t'^m||^r[rrtrro.n^rIf''':ltt'Dt|'ir'6on'I|'|cts.noqdtt|c^''D||'.,.,n.rno#i.rs..iii]i.iciri-nriitjr''Jornwrrlrtnr[
4ouatl.lr, lrr|ts:r ontt |n r(Jruos lrlt- rr:alfo ro |tl s*n1,6.
^
Fn - {, rrl ilif fl r-t ot co.r. .ir.
7..ri |). Cr|Cl IJA a/eo
'
^.ttlltdt l,67l€ta .6d !a|-!rhl.
TOI{N OF VAIL
Attn: Mr. Stan Berrynran
75 South Front:rge Road
Vail C0 81657
PR(uEcT Addition to Vail. Transportation ccnter.
JOIJ NO. 4 398 9.0
DAILY REPORT NO.
INVOICE NO.
Vail, Colorado,
DATE: 11-26-90
SHEET l OF
.oc^iloN:Wall Cap, West Wal1,
WaIl Caps, Stair Core,
Level 3, Stair No. 12;
Level 5, Stair Nb. 12;
BATCH TICKET NFORI,IATION:
SUPruER Western Mobi le TflI,,CK NO.
B:42 A.lrl.NUE |AIEHTI)
ncKEr No,01 3246 rltx DEsrcN M,. l4ix A cu. rD. 8
nu[ lRRr'/ED 9:05 A.M. TluE Pt fcg) 9:30 A.l,,l.
44
FlEt"D IESIING INFOR|IATIONT
nl|E TEsr T XEN 9:45 ANl sLUMpz S,/4tN.
JO8 SPECtnGAnOMi ^rR
coME {T 4.&V/Er UNI WEctlI144.6
NR CONTENT4_o ;tw lER ADOED AT $lrE
F,cr. S'ArlPtf 'fEMn 670 AJR lfitP. 40oF
p c"r. nor,rnr<s I of 14 yd3suruP?_ q tN.
CI1JNDER INFORIIATION:
HO. OF CjrIJNDERS 4 WHFJIE G^st 0n -Si tcc,Yl lllt)F-n slZE (rrr x 12rr
CURING INFORITATION:
lMn L cuRE! On-Site FED sror{r6E FrctunEs Cure Box MtN.,/tw<. oArE/TtuE Ar tl&11-27-90
DAIE SIRPPED ll'27-9o sr: s. urton REII RXe
ACE
OAE
DATE.IESTID TUr L (S{D
(us)DUrlE'IEI4
(['rclrEs)MTA(sa. rN.)
couP, sTR.
(Psr)
TYPE OF
FRACIURE
CYUNOER
w€rorfr
(urs)
qTUNDER
uHtt v{oc||r
(Pca)
7
28
28
28
12-3-90
12-24-90
L2-24-90
t2-24-90
100, ooo
128 , 500
f31,ooo
722,0AO
6.00
6.00
6.00
6. 00
28.28
28.28
28.28
28.28
5540
4540
4630
4370
shear
con/shear
con/ shear
con/ shear
nEstcN sIFF.N(;Tl-l 3000 Psl o ?E o rs
lE lls tt t^rfltlmFr Fl flso.o,n. lrrr ||l |.rrrfiw|:f, fi l r|rFl t(;.'rlf, a<lu -vlll-r||':i. In{ cis on[ftlti€ llorl,D
lor[ rltofil| tlofl ()'l lx|:i lLSt'mJlRl llAY tt tttffotD ut olxl-ns'
PROGRESS REPOKT:.Concrete was placed with a PunP;
Sarnple was taken from the truck discharge.
coPrEs xi::Hl"T'ffi,ffi:l."cture;
PCL Consttuction Services; Wcstern Mobile;
URS Consultants; Mr. GarY Murrian;
ClrcntlNorthq'rr,Inc.'d'.du.!4 Lntnr-'r .n/ tar-'llt.
REPORT OF CONCRETE TEST CYLINDER DATA
TOWN OF VAI I,
Attn: !lr. Stan Bcrryman
75 South Frontage lload
Vail C0 81657
JO0 NO.4 398 90
OA,ILY REPOKT NO.
INVOICE NO.
DATE: 11-29-90
SHEET 1 OF 1
ion to Vail 'lrans rtation Center Vai 1. Colorado.
Stairs for Stair No. 12, Second to Third, Level;
TIATCH TICKET NFORITIATION:
suPruER Western Mobi 1e lnucl( No. 717 TrcxEr }lo0l 3263 MV DErcN rrc. C cu. YD' 8
nME B^TClltD 11:14 A.M. nME /\RnrvtD 11:28 A.[1. ntrE Pucs, 11:30 A.M.
FIEI,D TESNNG NFORIJATION:
IUE TEr T,rXOl f l; ggfir{ SLUUP
.FE SPECrTAnO}ls Surup
^rR
cor{TE \rr 5.0; wEr uNr wEcjn -.-
AR GoNTDJT I WATER ADDED AT S]rE
pEt 9Ar,.Pll rorn.69op.,rrn rolP'35o1
cdl. nor.rRKs: 8 @ 32 Ydr
C'I,I-JNOER INFORI,|ATION|
tt,. oF cllJltDERS 4 cYl ntl)r|i slzf (rrt x 12rl ltMr c-ftiNDERS G^sr .11;45 A.M.WHERE cA5r On-Si tc
CURING INFORMTION:
INIIUL CIrRE: On-Site RA-D STOflrrGE frqoullEs Cure Box MtN.r/MN(. 0 fE /n|rE AI wL 11-.50
oArE SIn|PPs, 11-50-90 ttY: J. Hoffinan RErIrRx&
shear
con/spl it
con,/sp1it
con/split
5160
6100
6150
6294
28.28
28.28
28.28
28.28
6.00
6. 00
6.00
6. 00
146,000
772,500
L74,000
178,000
7
28
28
28
L2-6-90
L2-27-90
t2-27-90
L2-27-90
DErc $RENGIH 4500 PSI o 26 orE
t6xt cf unduroF rtFsrrltlrl. r,|r ltl f.t ltnr|{:t |v|nl ,''r.1 rrArtl a<lu--l'i'trxtD3 l'l( lxt olllutllE{ l$lfo
sottf ltrmratxrr. ori -rira -risr'ntlottt L Y rt rlwlo(' rr onlu|s'
J. Hoffrnan T. LauclickHEr-b'b-t]s-EdltR APPRoIED E/
coPrEs Ii::H:,,T'ffil.fi;li'"cture;
PCL Construction Servicesl Western Mobile;
URS Consultants; Mr. GarY Murrian;
ffilntnE,JtDd'i:r'|\'r\||r[!ry1!!l'lr'.{In|n.oAln|rfotilt,.PrW.^lF'.rn'Y(rdnc|[rrTs|,rD^'mnn,^'r''|'{nnnir.A.qrr..rnAn'rE|oDrti|rir'tr.'rrrF,clsmov.'tnl.rr,{'|r,*o"r"-:ii..o'.iiijrirt,irirriiti,ri.oui.rrrrnrtrriiil]
4OUt|tIn! l'rlls on(Jl ,aN|r|otr4.jxls lrt ,r:t(tfo lo Il lllllllttc.
^ "!'.' .r o-l fiiUlc'-+ Gf co.ironr-
a.tn ,t CLtl IJA ano
$lrcn€Northern.lnc.Conrrrt ne tnglti.-t .rtd S.J-&i.
f$uuE';z+rgs
REPORT OF CONSTRUCTION ACTIVITIES
rn' JOB NO. 4 g9g 9q DATE: 11-8-90TOI{N OF VAIL
Attn: Mr. Stan Berryman DAtLy RepOnT UO. 118 SHSET 1 OF 7
75 South Frontage RoadVail CO 816s7 ll'fvolcE No.
pRqrECf Addition to Vail Transportation Center, Vail, Colorado
wF.AfiER CON0rnoNS AllD TEMPEMTURE Clear - 35o - 55oF
cHEN-NoRlHERil's snE AcrMnEs Testeti backtill praceti for slab subgrade
Sampled the l'{ix C concrete placecl for this slab-on-grade of Stair }To' 5'
reinforcing steel placed irthe west tunnel walI, Level 0ne' Stair No'
roof of Stair No. 5 and the Level Two landing in the Stair Can of Stair
sampled and observed Mix A concTete placed in these structures.
in Stair }lo. 5.
Ins're cted
11, the tunnel
No. 12.
COMMUNICATION WTIH CONIR^ TOR. ENGINEER' ARCHfiECT, OiVNER
Informed the ownerrs representative of our findings'
n&b udff&\En S-L. Pawlak
APPRO/ED BT
Michael Barber Architecture,
COPIES Attn: Mr. Scott Ward;Gary Murrain
PCL Construction Services' Attn: Mr' Denny
fifitoE:;",,rtl*;::"lrt"'1"fili "ti i lnsa
'slffif;#ffi.'P'#;
a !r'r .. r.lTifrl*-.t ., o.iFr-
rrr t5 C|clqt a/to
dhen€Nonhern.lnc co.:/t 'rt t glt r -{ 3.1-tab
REPORT OF FIELD NUCLEAR DENSITY TESTING
ffi nrE .,o q.frrl\{t' - tto-*;g;^'rrm. *lXffiffirf g5"ffi f'ffiffi"'#tgr;frri;;irdtxn--coqim6 m rnrrcrr rrr! m rttr aorto qt irFqiri nm dr.g qntl remf,rt rf, rdrD ro rl rEnrp'
^
ir-t - d r-[TiF]l- r d...rrc-
rrnr lb, c|lttttA 4/5
TOWN OF VAIL
Attn: Mr, Stan Berryman
75 South Frontage RoadVai1 Co 81557
JOB NO. 4 398 90
DAILY REPORT NO.
[.tvolcE No.
DATE: 11-8-90
118 sHEEr 2 0F
tion to Vail Trans ti.on Center Vail. Colorado
SPECmC nOX COUPACnoH & UATERIAL
MlNlMuM REQI,IIRED |N-PLACE DEI'lsrY 95 r AS oEIERMINED BY: AsrM D 1557
COIISIRUCnON CONIRACrOR: PCL Construction TEST LOCATIONS WERE SELECTED EY: Chen-Northern
TY?E A}|D NUUBER OF EARTH MOMNG UNTTS
TYPE NtD NUMBER OF COMPACITON UNffS 1
1 Backhoe, 1 Skid 51ss1 THTCKNESS oF UFT l7tl
vibratory Plate NUMBER oF PAssEs varies
Silty Gra-
ve11y Sand
51. Silty
Grave 1 1
7.9
7.8
129.2
131.5
5.9
5.9
136.0
136.0
rid Lines 22 FI 40
South of Line A
Grid Lines 2Z.I tr
50t South of Line A
Rough
Subgrade
Rough
Subgrade
tr FuLL TIM€ ogs$u TloN & PARr nME oBSERvATIoNffi .T-&ffi{a1hffi ff kffi ffi ffi.frffiStr#'
iG cnrtl nr.ssrt to clr,F rt q! (xf,fftrs Jnxrtrar'l. n.sl o lA A
rHE HtrcttrAR OOFUaEIIR UEnm of rESnNC WAS US€D ltl st EstAl.ltul
^ccoRo^rcE
r$n Asil D2e92 Alo DJolT
pRzuMlMff o6Esu TloNs
^lrD/on
TEsr REsuLrs \ERMLLY REPoRIED ro: HH ;::UEil:"*
S, Urton S.L. Pawlak
FIEU) OEEfWER APPRSVED F'
coPrEs It;l?"'"?:'3:i,t"ftl';::l'"'u.'.Anderson-6--Hastings; l'lr'-Gary Murrianlpti-conitiuction,'Attn: l'lr.- Denny Armour;
i,ilS E#;;itiniil'nttn: lE49: tr9od;
TO: JOB NO. 4 398 90. DATE: 11-8-90TOlllN OF VAIL
, Attn: Mr. Stan D.errfnan oAILY REPORT NO. 118 SHEEr 3 0F 7
75 South Frontage Roadr Vail, @ S1657- ll{VO|CE NO.
PRUJECT Addition to Vail Transportation Center, Vai1, Colorado
SIRUCTRE ltlest Tunnel Wall, Level One, Stair No. 11
LG notl a.E\/Ano
RA|rORCI.IC c(|ruoml
\6TtC L ltofzo rl|.
cap
Grid Line 12.1 to
t2.3
38t to 62r South
of Line A
66.0t to
76.01
#3 Stirrups
12ll 0.c.
2 #4 Top ofCa
2 #4 Middepth
of Cap,
2 #4 Botton
of Cap,
Band Around Longitudinal
Longitudinal, Conti-nuous
Longitudinal, Continuous
Longitudinal, Continuous
sPECfE fnts. SIEIL GR De
RSflnC$|o ct Elllt 0{er&
cr.E RAllGE ArO COI'ER
SPt ClNot SPECFT TUII:
BAR S.PFOiTS: Il?E
NFH
60
Clean
As Specified
As Specified
El als wer
O goe DR UUG us{D
E corrnrrca rnmo
O rug-rue oosrEnv nor
E prrr-nur oosavmoll
It€t cE o(mfiANcE
UET PR(lf,CI lrEI PRo.|CCf IrAIERg|r,nI)rE}|Is R€flrlnElltlfls RE-OqraH@wrs|t tNrAltY wflolEilTTHO RE-€XAIHTD
J(
PROCRESS REPORT
Michael Barher Architecture,
COPIES Attn: Mr. Scott Watd; Gary Murrain
PCL Construction Services, Attn: lrtr ' Denny
Armour; Anderson E Hastings;
llDR cnncrrlfants Attn: Mr- t-cs Wood:
S"
R4.D oEi?[,ER AP
Pawl ak
FT
Chen€Nortlrcrn,lnc Arrrttf t^dn-r nJ 3.r..Llr
REPORT OF RE]NFORCING STEEL OBSERVATION
ffi FrE fro o.,'nw!. Ar !q!q,_ra( ,,rrrrrD
^r
rrr ooruxl,r rd.'t"' or dt oD.ll ,,o a'n@rrD' roi R,".EA-
rnr '. irr,,,oflr, o'olrl.'.' o,r rxfprcrr rrrs (! [or,ro.o tr.r rrrofr'r-iEiio'itiiirri-o'r -rwnor rrfrni }ian: ru r Grqt{D c ltlll ltJltp 6
cunrm urls otlr-r l*)qllxlt rrt' r4!L0 rc fl lnnrs.
^ 'rr.r.- .. t {Tiilil r-r er oanac{r
td'i tri Gralla a/F
ChbndNorthcrn.Inc eF/U|. and.-. ..4 t ,.,|lHr
REPORT OF REINFORC|NG STEEL OBSERVATION
,s A |lrnj|t FDfictr* to ctrxtl lrl xrt l,|' d.rtfrTl rlr EP!{1r[ turrmD At nr oo,u]oL(-rrErfrrv (r cr cllxrl t'o a'lto|orrDl t(ir Pt.lr |a-
trr. aa,'Anurna .,rotrsr' (! rrrucnr rlrrt (Fr ir o^.!o orr mrorr'Ju-frfnio--nii,.i-ql nrrrx irncrnu geus rtl r &FmD tr r'ttl ltslt,r B
cdrlflt"D ur ll't olll,t,,i{rr|lxll ^J[ lrlllll' lo tl tlllr{l
^
.i.'r- .. *ftrriT]* ,..'ntcr..
L,ti lr!. Clttli r/tO
TO: JoB NO. 4 398 90. DAIE: tt_B_90
TOI'IN OF VAIL
Attn: Mr. Stan Berryrnan D ILY REPOff NO. L18 SHEEr 4 OF 775 South Frontage Roadvail, @ 81657- ll'fvolcE No'
PRtir|Ecf A<lditiori to Vall Transportation Ccntcr, Vt,it, C"tqrado
STRUCTURE Tunnel Roof, Stair No. 5
toc lloal EEV TXXI
Rt@tR)ftcrlrc corolotrs
t/EEncrl l{ofirzoNr L
Slab
10t-24r South
Line A
Grid Lines 22
22.2
of
t,o
Crown l{all
24r South of Line
A
Grid Lines 22 to
22.2
81 9r
81.0 |
85.0 r
to
#4 @ 12rt o.c.
#4 0 18|t O.,C.
#4
#4
#4
Lo
@
Bl|O
t2tto
1g||0
c
Bottorn of Slab, East to West
Top of Slab, East to West
Top and Bottorn of Slab, North
to South
Inside Face, Dowel
Outside Face
Slab
#4 L2" o.c.Each Face
sPEqncAnofis srErl. GnAE 60 E| ners usto
0 slop DR frt{cs usg}FOM$qMt ct EAtlt DlEst
ctr MlrcE Axo ooJtE
SPt q c! sPECfE TItBsr
IUR Stf,PORIS: TIPE
FilFfl
Clean
As Specifie6 fl corln crofi AsvlsED
As Specified E nru-nue oDsrnvAnou
E prrr-rue oosqtt noll
DPt 0E. OornPuNcE
M€r Pno.Ecr uEr PnorEcT I) rEnsttrlR€I0{rs REal'XnqE{TS nr-OtrUineomlE}l N]rutlY wtl€'lEX.$TD{D RE-E(AII'{TD
x
PROCRESS REPORT
Michacl llarber Architccturc 'COPIES Attn: Mr. Scott ttratcl; Gary l.lurr:ain
PCL Construction Serviccs' Attn: llr. Dcnny
Armour; Antlcrson {i llastings:
llllS Corrsrrltnnts . Attrr: ltlr. l,es !tsod-i-
S. Urton S.L. Pawlak
RE.D OBSETWER APPROVED gT
Ch'en€Northcrn,lnq
REPORT OF REINFORCING STEEL OBSERVATION
ffiR!EAod'!llvl'.Ari['drt-At!r'IrD^r[roc'nrnrt.Fr'|rT'cdrdf'|IIAoA,nrn,rfD.'oinnrr.rr o- st^nutrfit orrErull6 crr rxnucrt ,r f (n t{ori.! t- rnon"i f,ii i"r'iD n to"-o'r narrx iriirrri lrltuir rar I EF(lrl (t lnl rtsrttq rr
dirno nrS; btrr rrwguxtr rlt ,onur lo tl tlllr€'
r .r.i.'- ., ""@r-r , ...nt''r-
rrrc lrr. Ct{llM r/S
edtht t dt-. ri sdr{x,
TO:
TOI{N OF VAIL
Attn; Mr. Stan Berrfman
75 South Frontage RoadVail, @ 81657
PRurEcT Additiori to Vail 'fra
JOB NO. 4 398 90
DAILY REPORiT NO.
It'rvotcE No.
ation Centcr,Viri I - Color:ado
DATE: 1_1-8-90
1L8 sHEEr 50F
SrRUCIURE Landing, Stair Can, Level Two, Stair No. 1-2
Rf,D{RNclNC
#4 @ 8" O.C. Line 30 to 30.3, Top of Slab,
North to South
#4 @ 1.21t O.C. Line 30.3 to 30.6, Top of Slab,
North to South
#4 @ 8tt O.C. Bottom of Slab., North to South
#4 @ 18tr O.C. Top and Bottorn of Slah'
East to West
Band Around Longitudinal Steel
2#4 Top of Beam, Longitudinal, Continuous
2#4 Middepth of Beam, Longitudinal, Continuous
2#7 Bottom of Beam, Longitudinal , Continuous
spEctfE lons: sIErL cn^r: 60 E nus tso
ff$5'olcp{c, ctr 1t"1{Est€ Clean E gpe Duf,tr$$ usED
ctE R^r{cE It|D OC^/ER As Specifie6 t1 coilIRACrOf, AOt/tsEI
spuoxc3 spEcfp\In|s: As Specified o Furt-'nu€ oltsERVAnON
11,1n sJpFoRTs! Tt?E El prrr-lue ocm'AnoN
Flt{Etl IHPUC€ COnrWrE
Httctrr Hr,ffi #fl,ffiifl ,r-ffi,,,-I E'I lNlrurtY wllol
OCAT,IO|€D R€-E TTNtD
#3 Stirrups
12il 0.C.
7 4.161
7 4.161
7 4.L61
Grid Line 30 to
30.6
10r to 40t South
of tine A
Slab
Beam
Grid Line 30.6
28t to 40r South
of Line A and
Grid Lines 30 to
50.3, 28r South
of Line A
PROGRESS REPORT
S. Urton S.L. Pawlak
RELD OBSEf{!€R APPROYED gT
Michael Rarber Architccture 'COPIES Attn: llr. Scott ltlard; Gary lrlun:itin
PCL Constrr:ction Selvicesr Attn; l4r. Dcnny
Annour; Anderson & llastings;
TO: 1gy1,1 Ot: VAIL JOB NO. 4 398 90 DAIE 11-8-90
Attn: Mr. Stan Berryrnan
75 Souttr Frontage Road D ILY REFoRf No' 118 sHEEf 6 oF 7
Vail CO 81657 lM/olCE NO.
PRq\IECT Adtlition to Vail 'l'Tan sl)oTtat i.on Ccntcr, Vnil, Coloraclo.
Western$rPHry Mobile
SPSEEAIDN! SU,UP
LU l.D. Mix A/#2
3rt_5rr AtR q$E{t 4eo-B%
ATAEO TETPEMIURE R^lcE 35o - 55oF.
TE'
l,P.TN,c|(
ML
IP(ETto.rl€
oArctE)
,IlrE
ARRN'E'
Tlu€
SATTPtED
Rf\ourlFtlcorrNltn
COt|PT.EIXr{
CUEC YIEII
t-o|D/
CT,UUTAIIVE
w ftn Ax)@o^rtloci
I
z
3
4
5
49
44
46
54
100
0L s077
01 3078
01 3079
01 3080
01 3083
8:46 AM
9 : 21 AItl
10:00AM
11:17AM
12:20AM
9:00 AM
l0:00 AM
l0:18 AM
L1:35 AM
[2:35 PM
10:20 AM
As Req.
As Req,
As Req.
As Req
As Req
As Req
As Req.
As Req
As Req
As Recl
8
16
z4
32
40
6
10
16
4
10
IEsrIG sun?(0r)tn
CO{IEII(r)
WETU]|T
TEHT
(Pcr)
YtE.O
@iERFJE
IEIP€_
R Trrff
c4
RDIAro(s
2 2 L/2 4.0 145.9 7I One Set of Cvllnders Taken This.Load
PKrcRESS REFORT
Michaol Barber Archi tecture IuvrlE'D An<lerson I ltastings; Gary Murrain ;
PCL Constnrction Scrvices;
URS Consultants; Western l'lobile;
S. Urton
REID OBSEfWER
S.L. Pawlak
^PPROVED
FT
'CheneNorthcrn.lnc Cd:rr.i t ttL-r d{ Sdtlrf,
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
ffir ifE rrfi d;rl1wi at rrrsirr lnc :r_rrn?D at nr: cosrtt tr.r--Fi(rrtrv r' cr,l cr rxti fro atnold'rrn Frt nFtrA-
nax o' tr rt,.xnt o6au'.'i (r rxrnc'y3 7.11 6,l T to'ft€ tr rrruf,To-ffiiUio^nii6io ri' wrirx irrnoa- s lrtxt ral * olFuro o- /n[r lult]F r3
cot rD l'lr onat xflr.rrrxn lf ,{lt lo fi rEn€'
^
ir'.' , rr[TiX-ln t d ..rt !b
frir r..' Cratt'L r.no
,CheneNorthern.lnc Crrqfhl :rfh-r ol Sr,'{fr
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
TO: lpgp OF V1IL
Attni Mr. Stan Berryman
75 South Frontage Road
Vail c0 81.657
PROJECT Adtliti.on to Vai. I 'frans
JOB NO. 4 398 90 941g 11-8-90
DAILY REPORT NO.118 SHEET 7 OF
[,{\olcE No.
ti on Ccntcr,Vai 1. Colorado.
SPErE fpff$: 3flll{' 3tr-stl
lrrx f.o. Mix C/#40
COi{IE}{r Average of 7eo
lrd6r TErPcn ruRE RAI*E 35o
As Req,As Req.01 3087 2:00 Pl'l1,:26 PM 1:40 PM
One set of cyl.inders taken this loadL44.62 1/2
S. UTton 9.1r" Palll'ak
NA.O OgSEfiUER APPROtrD gT
^netFq
Michael Darber Architecture I
Anderson & llastings; GarY Murrain;
PCL Constnrction Services;
URS Consultants; Western llobile;
^, .-.. r.lTil-ln t r...,a.tJ-
?d ta. CIll.| a/'o
Chen€Northern.[nc.CqtrItt'c [^gli-. ot 5.1-t0.lt
REPORT OF CONSTRUCTION ACTIV]TIES
To: TowN oF vAIL
Attn: Mr. Stan BerrPnan
75 South Frontage RoadVail CO 8t6s7
pfiqrECT Addition to Vail Transportation Center'
JOB NO. 4 3SB 90
DAILY REPORT NO.
tNvorcE No.
Vail, Colorado
MTE: 11-9-90
119 sHEEr 1 oF 2
WEATHER CONDMONS ANO TEMPERATURE
C}IEN-NORIHER}I'S S|TE ACTMNES
of Stair No. 6. 0bserved Mi.x
SarnPled l,{ix
concrete placed
E conctete Placed in the
in the sidewalks of Level
\CREALCOMMUNICATIONWTTHCONTR^CTOR,ENGINEER'ARCH|TECT'OWNER
Informed the contractor of orrr findings'
S. Urton
Rtr-D O6€R1/ER
S.L. Pawlak
Michael Barber Architecture,
COPIES Attn: Mr. Scott Ward;Gary Murrain;
PCL Constnrction Sewices, Attn; Mr' Denny
Armour: Anderson E Ha-s-tings; ...ttlrs Cnnsrrltents- Attn: Itlr. rcs wood;
^
;!ir' ., r.[tiiF]t-.r d ...rt'tl'.
Fdrr r. aLttu a^o
ChenONonlrcrn.lnc Ctrrlt|' t,|.ft -t td sdttHt
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
ar A utrl, fF EID| D alrx[. n? rrft ,0o d!:{tvfl 4r l!q!!! ft llrrrflrn At nr coTnaxll!-irF trirt (t dn d;xfa ,,o A'nb,itrrD{ 7 Plf,r -
tnl (r tt ttlrfrlll Gtaltttt '! rrtrrcxt 7xrl dl itor^rt.€ cr andeiii'o"*f nio- -l'liiiri-c'r -wlttx i"ro/a- s tr'tt' t tE tItqro 6 T trl rutrrp s
contnD |,al- (mat rruDltm tif 5tlt Io lFn€.
^ 'n r.- d rrffttii-l;rl r rqlr-
rri h Olt lia ./'o
ro: 1gytr1 orr VAILAttnl Mr. Stan Berryrnan
75 South Frontaqe RoadVail Co 8L657
PRoTECT Addition to vai I 'l'ransPortati on
JOB NO. 4 598 90
OAILY REPORT NO.
rl,t\olcE No.
, Co I olatlo .
UAIE 11-9-90
119 SHEE1 2 oF
Center, Vai I
Western sftDrE^lxttS:3UrUP ztt_4tl An coilrEilr se,
AISENT I PCRATUREn4.rhi 1o lltr l.D. Mix RAro€35o - ssoF.
Itsrto.Tnrcx
f,o.
IE(EI
Mt.
IIUE
E rcnq)
I|u€
lnnf,/q)
n!€
SAIPIID
RE\,AUtfFfi
@u|.rEn
EOOI
RE!()IJnO
@UX'ER
colPtEllot{
DT,FC YAG
t-oAD/
CUUUI.AIIVE
w TEt
^Ix)@o u.JotE;
1
z
L17
119
01 5092
01 3094
9:51 AM
1.2:45PM
10:10 AM
1:00 PM
10:45AM As Req.
As Req.
As Req.
As Req.
4
3
f,
g
rESf
10.
stl[?(nr)
TET UNTT
UMHT
(Pcf)
)]En coircRflEIE'PE.
MNNE
c4
ROr tfis
1
2
2 5.1 124.9 73 One set of cylinders taken this load
It'lix C concrete placed without notice,
no tests or cylinders taken
PROGRESS REFOTT
nnptFq Michael llarber Arclti tecture I
Alitlerson fi llastings; Gary Murrain;
PCL Constructiolr Services;
URS Consultants; Western l'lob i 1e;
S. Urton
RTI.D OBSERI/ER
Clrcrr€Northcrn.lnc Corqrn.{ tngln ... ond Sd-'lr.t
REPORT OF CONSTRUCTION ACTIVITIES
To: TowN oF vArL JoB No. 4 399 99 DArL 11-10-90
Attn: Mr. Stan Berryman OAILy REpORT NO. f20 SHEE1I OF5
75 South Frontage RpadVail CO 81657 llwolcE No.
PROJECf Addition to Vail Transportation Center, Vail, Colorado
WEATHER CONflNONS AND TEMPEMTURE
CHEN-NORIHERN'S SffE ACIMTIES Observed and sanpled the Mix C concrete ptaced in Stair
No. 11 and the sidewalks on Level 4. Also inspeited the reinforcing steel placed in
the structural wall, the west stairway wall on Level 0ne, and the wa11 east of the
Level 4 slab, Stair No. 12.
WTTH CONTRACTOR, ENGINEER. ARCHTTECT, OWNER
ownerts representative of our findings.
S. Urton. S'L' Pawlak
RE.D OBSERI/ER APPROT/ED BY
lrlichael Rarber Archi tecture 'COPIES Attn: Mr, Scott Ward;Gary Murrain;
PCL Gonstruction Services, Attn: Mr' Denny
Arrnour: Anderson G l{astings;iii{*E.i.trt t"rits ^ Attn: Mr' T,ci Woorl;
'- -- -.-* Er'trtY G i ct-ftllg Ato a'nrrtr^rrt{ ftn nT n^-
l:"i#SffiJ1,ggT"i[J#f!,fr EGEi:ii'"1[ffi'W*^;.H,m#'Ii##hrsi}.E-niiii-mnm o-'nr rumo s
iiii'rinii-r;rris otr.l reirr{rtrxt1l rrrf, rcrl' lo m tf,rr€'
^ '!r.- d r.{TiXlr-.. d !.'.r''l-
t i lb cl|f16 4/aO
Chcn€Nortlrcrn,Inc
REPORT OF REINFORC|NG STEEL OBSERVATION
ffi'rrE^}odRrttf1,!lry'!q|.-l|('|'''rrD|!nToC'D.xTy|....FdFtmltr(rrqDn\AI',lmtn,^lD|f0iPt,tg.trfl (r St^nrrmt. firqrrrrn ni rrfircl! rrTrr li -r!-ol|:-:1o
q-" nooi'Jl-*i-iniD ],d|ora-qr nrrrx ;;i;iirf riiar: |ar r rrclD (t "nr ltllrfil 6
&*rirrrii iir tlrr btirr lrvrgnrrtr !r ,oilu, lo rl llllrtl
I i-r.' .. *Fliii-lr-" r cncrr-
1.6 rh. citlii^ l/F
o.rdh f.ifE -r' L'-ri|.'
TOIVN OF VAIL
Attn: Mr. Stan Berrynatr
75 South Fr.ontage Road
Vail, @ 81657
PRuJEgf Aclditiori to vall Trans
Joo No. 4 398 90 0ATE: L1-10-90
oAtLY REPOnn NO. .120 SHEEr 2 0F 5
tl'tvo|cE No.
rtati.on Ccntcr Vnil. Color:ado
STRUCTURE Structural Slab, Level 4, Stair No. 12
#4 @ lzn o.c.
#4 0 8il 0.c.
#4 @ L2{ O,C.
#4 0 .18n O.C.
Top of Slab, North to South
Bottom of Slab, North to South,
Line 28.3 to 29,3
Bottom of Slah, North to South,
Line 29.3 to 30
Top and Botton of Slab, East
to west
Bands Around Longitudinal
2 #9 Top of Beam, One Eaclt Face, Longitudinal
2 #8 Top of Beam, Longitudinal
2 #7 Bottom of Beam, Longitudinal
East of Colunn
West of Colunn
#3 Stirrups
12il 0.C.
#3 Stirrupsfl o.c.3 Stirruos
Grid Lines 28.3
to 30
Ot-20t South of
Line A
.1
Beam, Grid Line
0t to 20t South
Line A
Beam,Grid Lines
28.5 to 30
5r South of Line
96.75 r
HORIZONTAL: 2 #9 ToP of
Beam, Longitudinal , One
Each Face;
2 #8 Top of Beam, Longitu-
dinal; 3 #gBottom of
Bean, Longitudinal
60
Clean
As Specified
As Specified
E n',na uso
E gtor ofiAwtl{cs usED
D corrnrcmn romeo
O ru[-rtg oEEwAmN
E prrr-nug otrtn/Anon
rlfucE COulPUflCt
S. Urton S.L. Pawlak
RE'.D OSSEK!€R APPROVED SY
COPIES Attn: Mr. Scott l{ard; Gary llurr:aln
PCL Construction Services' Attn; Mr. Dcnny
Arnourl Andcrson 0 llastings;
Michoel llarber Architccture,
Chen€NorLhern,lnc
REPORT OF REINFORCING STEEL OBSERVATION
at A unr|t 'ionqDa
to q txrt' Irlt |ttE r.tf) qrtr\{t' At ttPoirt- |r[ t|rtTttD t tlf o(lfrlxn,t |riF tl o'dt d rt.tr"'o aimrErlDr tni I'rf,rA-
,.r, cr 3t^n[r.rt ..rarrf'.' oi rxtp.tt tr*t t'. '9f!.ro C.-t - toi'r* f,ir Jnip ..iapr-q,r rrtttX-lliiolrl $l1l1;J rrr I E rqlg (t "nr lltrln E
iirrrtn-o tr urr otrrn ,rGrrqtlxll lr[ ,c!ll, lo tl l lr€'
^ 'ri...- .. $.nllll I r-t r, earo'rr
lrrr lri. fit'lli t/ro
Orrlh, ttd^-t -ra lJ.'tll'.
TO:
TOIVN OF VAIL
Attn: Mr. Stan Derryman
75 South frontage RoadVail, @ 81657
PRqJEcf Addi.tiori to Vail Tran
JOB NO. 4 398 90.
DAILY REPOFIT NO.
[.rvotcE No.
rtation Ccnter,Vai I . Co lqrado
DATE: 11-10-90
,120 sHEEr 3 0F 5
#4 0 18" O.C. East to lluest, Top and Botton
of Slab
Top and Botton of Slab
Bottom of Slab, North to South
Top of Slab, North to South
Botton of Slab, North to South
Top of Slab, North to South
#4 @ 18il O.C.
#5 0 8il O.C.
#4 @ 12il O.C.
#4 C 8il O.C.
#4 @ 12il O.C.
Grid Line 30 to
31.2, Ot to 321
South of Line A
Grid Line 30 to
30.5
Grid Line 30.3 to
30. 5
Grid Line 30.5
to 31.2
84 .63 |
sPEUrrc noi6: SftIL GR De 60 El ru.s usto
Roflnc${o ctEA$n€s} clean o s|oe Df,Aflllcs usED
cr.E^R flcE
^r|o
covER As specified q * ry
spucuro: sPEcnc rxtfi* As Specifie6 E rur-ll€ (XFERV notl
1yn sprroRr.:r3 TrpE El prrr-nue oBsER\' no
r Eg lllPt CE OO|'lPUllCt
Hoc r #fl,,ffi* ffiJpj* ..-S,,-rrsx TMTULLY l$l€'l
DqThED RE-O(A||NE'
S. Urton S.L. Parvlak
RE.o OI}SETTVER APFROVED F/
Michael Barher Architecture,
Arrnr l,tr - Scott lVcrd: Garv l.lun:airlCOPIES Attn: l,,tf. Scott lVard; Gary l.lurraitl
PtlL Construction Scrvi ccs, Attn : l'lr. Dcnny
Annour; Anderson I llastings i
Chcn€Northcrn,lnc
REPORT OF REINFORC|NG STEEL OBSERVATION
ffi xtE ^,., d'.rt\rl '!l- !!P!!!l,,r( litflD at nr 9q!!'gr-1frt"fitt "' dt 't',fit rxD rtn(Errrrl tui "''.,-
rrrr .r- lt^nrrlnl trrrltnn' (! rxriricrt trcq -at -!"l.!^:l cu r rqfi r'-i inio rtiiurri-crrr rrnnx lffirt :enr: nf r ortF(tD (t lni ltllln rr
Lr,tha frdri -!a t ,-nL"
TO:
TOIIIN OF VAIL
Attn: Mr. Stan Berrpnan
75 Souti Frontage RoadVail, @ 81657
PRIjrJECf Additiori to ValI 'l'rans
JOB NO. 4 398 90- D TE: LL-10-90
DAILY REPORT NO. 120 SHEET 4 OF 5
rrwotcE No.
rtation Ccnter Vai I . Colorado
SIRUCIURE West Street Entrance Wall. Stair No. 12
Each Face
#4 e 16't O.C. Each Face
Band Around Longitudinal
Top of Beam, Longitudinal,
Continuous
Middepth of Beam, Longitudinal,
Continuous
Bottom of Bean, Longitudinal,
Continuous
#4 @ 18il O.C.
#4 Stirrups
@ 12il 0.C.
62.0r to
77 .01
Wall, Grid Line
30.3, 32r to 60 1
of tine A
cap
spEqnc nofls: srEIL GnrDe 60 E] n $|s wo
REtflmot€ ctE^l{rGr: clean E sttop DR $tlcs usE)
ctE RAltcE lxD cotrt& As Specif ied O coflIprsron AttrlsED
'sptrclr{c: spEcrE Txr$s: As Specif ied D n,u-'nrE osE'u noN
aAR slrpt'ogTs: TypE E] PmT-nrE txrsrRr/moil
FD|EH ttct.ACE O${fiAlrt
HtrcKr ffir'ffi Hr,ffiifl ..-ffi,-tr5l lNfiullY wH€ll
EX,Arlt{o Rf,-D(^rNg}
S. Urton S"L. Pawlak
RELO OBSEtiiER APPRCryED Ff
Michacl Barber Architccture,
COPIES Attn: M1.. Scott lt/ard; Gary l,hrT'r:flill
PCL Construction Serviccs' Attn: l4r. Dettny
Arnour; Andcrson fi llastings I
iiir-rnir urun 'ottrl lr.rrrtt.Mr Aif ,[rIr lo ll rtllt€'
^ 'r1r- a ."lifff f lnr .r ..dt'r.
a.6 trr. Ct{tla aFO
eheneNorthcrn.lnc,Crr.rh t|r| lrr ti tdtia,lt
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
ffir trr: ,"' drrrfrtt f4 tqt!!! ,rm tittrtD at ,,' c.'ano{T$l--Fr'lttttY o' oi drr'!' ro a''','''rlm '. n'.,tA-
t!r. G7 ltrttnlll otrGltt.r" It fxl]ct ttfl 6 ttoMr,.rl qr nttitff'd-ilnil^lri;r; u'r -wltrl'riridrnr- srtirt rrr ts utrcno r ffil tt:tltr B
co fitt t rrt olld ,ln lDaltalt li ,441, lo ta l|tn€.
A.rr'- d bfHifr'llrr .. ...rr-!b
tr' ||r Clll.. a./a
TO: lgpp Ot: VAI l,Attn: Mr. Stan Bcrryman
75 Sorth Frontage RoadVail CO 81657
@!ECT Ad(li ti on to Vni 1 'lranspoltation Ccntcr',
JOB NO. 4 598 90
DALY REPOFT NO.
tmrclcE NO.
Vnil, Colorarlo.
DATE 11-10-90
120 SHEEr 5 OF
Western SPECFEATP}Bc lrUrl|P 3rr-5rl ln @ilrll{T Average of
ATdO{T IE'P€R^ruRE
7%
R^TCEtbbile tff uL Mix C/#4A 45o - ssoF.
TETt€.rl|rc|(l0 TrcXETt{r NT€
E tclto lluE
lnfi/ED
nuE
salPtE)
RA r-r,Iptl
@rrNraE(fi
RE\OU,IXrl.l
C{X'NIER
cx)||PtEfrc
:rrgc Ylnul.,ilD/
cuuultrrl/E
trAlER 4I)0q,
o|ltJolci
1
2
3
4
119
150
49
44
0 1 3L29
3130
3133
3156
01
01
01
10:50AlI
1l:09AM
11 :48AM
1:06 PM
1.1 :05AM
1,1 :30AM
12 : 05PM
1:25 PM
L 2 :00 Plv
As Req.
As Req.
As Req.
As Req.
As Req.
As Req.
As Req.
As Req.
32
40
48
56
TO
6
4
lESrt0 su[?(r.)lncofrErl(i)
f,ET UflTIffHT
(Pcf)
WU'@ilcnf,lE
TTT'P€-
MTUnf
cFt
ffrafflcB
1
2
3
4
3 4.8 744.9 72 One set of cylinders taken this load
PROCRESS REFOfiT
Michael llarber Archi tccture I
Andcrson $ llastings i Gary Murrarin;
PCL Construction Servlccs;
URS Consultants; ll|estern l'lobile;
S. Urton
nn"o 06E[WER
Chen€Northern.lnc.Coo.t lilo tn!l.i-. ond Scl'ru.lt
REPORT OF CONSTRUCTION ACTIVITIES
TO: TOWN OF VAIL JoB No. 4 398 90 DAIE: 11-12-90
Attn: Mr, Stan Berryman OAtLy REPORT NO. 121 SHEET t OF 375 South Frontage RoadVail CO 816s7 lwolcE No.
pRo.rEcf Addition to va.i I Transportation Center, Vai1, Colorado
WEATHER CONDMONS AND TEMPERATURE CIEAr - 4OO - 55OF.
CHEN-NORIHERN,S stTE ACTMTIES Tested conpaction of backfill for footings and
slab-on-grade on Staii'l,fo. fZ. observed and iampled Mix A concrete placed in Stair
No. 12.
COMMUNICANON WrrH CONTRACTOR. ENGINEER.
Informed the ownerts representative
ARCHrrECT, OWNER
of our findings.
S. Urton . S-L. Partlak
RAD OBSERI/ER APPROYED BT
Michael Barber Archi tecture 'COPIES Attn: Mr. Scott Wartl;Gary Murrain;
PCL Construction Services, Attn: Mr' Denny
Armour: Anderson I Has-tings; ..Itps C();qultants " Attn: llr. Les tloollj
^
irnts r r,. firtli-l r.t d oowcr
frrr tL. cl|.lql^ a,/lo
ehen€Nonhcrn.lnc Cd-rt na tlrtl*t r'a t L,ilt-
REPORT OF FIELD NUCLEAR DENSIW TESTING
tion to Vail Tr:ans tation Center Vail. Colorado
To: TowN oF vArL
Attn: Mr. Stan Berryman
75 South Frontage ttoadVail CO 81657
I
JOB NO. 4 398 90
OAILY REPORT NO.
rrwotcE No.
DATE: L1-12-90
IzL SHEET 2 OF 3
sPEClflCAnOil COUPACTTOX & ITATERIAL
MINIMUM REQUIRED IN-PI.ACE DENSTTY 95 T AS DETERMINED E/: ASTT\' D 1557
col|stRucnoN coNrMGIoR: PCL Construction TEST LOCAnONS WERE SE-EGIED Bt': Chen-Northern
TY?E AllO NUMBER OF F]ARIH MOVING UNIIS I Backhoe, Trucks THICKNESS OF UFT L2tl
TY?E At'lO NUMBER OF COMPACnoN UNIIS I Hand Tanper NUMBER OF PASSES Varies
*BSG=Be1ow Subgrade
LOCATION
Slightly
Silty Gra-
ve11y Sand
51. Sirty
Grave l lysand
r28.3
LJI.T
136.0
136.0
4. 0 I BSG*
Subgrade
Grid Line 30.2, 641
South of Line A
Grid Line 30, 641
South of Line A
I] N'|II TIME OSSER/AT|ON E PN{T TIME OBSEM/ANONnmWWftnf m#3ffm}#ffi ffi.&ffi#tr#'
lltE ltt cl..E R De|slqlEEn uEnm oF rEslltlc tY s ustD tlt st 6t lllul rccoRorl|cE wml AsrI 02992 Allo tNlol7
S. Urton S.L. Pawlak
REu) OSERI/ER APPRO'/ED FT
Michael Darher Architecture 'wrrE ) Attn: Mr. scott Ward; -Anderson S Hastings; !!r' Gary Murrran;-PCi Construction'"Attn: l'lr. Denny Arnour;
ilil5 dJiii"itintil'nttn: Mr' Les wbocl;
^
,'rnr- .. *[friF-lt-," r ...nrc'r..
F rrr taa cJtltt^ a/lo
ClrcndNorthcrn.lnc Cdr.dfrt brtr-t ol SddHr
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
at a rrnx. tEtErDt E qrxr!, Dt ttrE x.| (|.;tllrr, al rf.ttr':l rrrt tn'|nD Al nr: co!!E{l--!rwffi 0t or'l cl ttrtl ,,o A'nnl'llD' ml nf,ra-
no. r tr rnrxrr qrar;i.r qr frrr.cxr rrrl dt {o (l'r .r uorii'd^ifrnb'-ldiiri -a,r wrrrx irr"rorr- s,JtlD rll oE lF(no f r.tn n:nD€ E
od| rD l'|uJ olLt |rr,rrr,|ll |ia |.[lD lo x rrDr'
^
ir.rt- I r.[iiiFlnr r .Gt t
7.t L Oall- a/|c
TO: TghlN 0t; VAf l,
Attn: Mr. Stan llerryrn:rn
75 South Frontaqe RoadVail CO 81657
qlqrqGf Additi on to Vai I 'l'ranspottati on Cerrtcr',
398 90 DAIE 11-12-90
121 sHEEr 3 0FDAJLY REPORT
ll.lvolcE No.
Vai I, Colonatlo,
Westernlrlq rqobile
S?ETEAID & StrrrP
ur( f.D. l"lix A/#2
-5|l ln col{rE{T 4e"-8%
AIST}IT TEIPER^ruRE nrrcE 40oF. - ssoF.
IE;T
NO.
rntxxltr IP(ETMI rlr€
E rcltgt lluE
ARftVE'
Ir|1E
sarPt"@
RE!OU[n|@0rffn
EOSI
REVOTI,TNN
@('XTER
cotaPtEnoN
:lrEc Y Erst-ilD/
CUUUI lh/E
WATER AXE}
oAuoits
2
5
4
5
6
49
44
1s0
54
49
44
46
01 3140
01 3141
01 3143
01 3144
01 314s
01 3146
oL 3L47
10: L5A.}4
10: 39AM
11:03AM
L1:4lAM
12:02PM
72:.23PM
12:4lPM
10:54AM
11 :0lAM
11 : 24AM
12 : 00PM
12 : -10PM
12: IPltl
12 :55PM
L2: L5PM
As Req..
As Req,
As Req.
As Req.
As Req.
As Req.
As Req.
As Req
As Req
As Req
As Req
As Req
As Req
As Req
8
1.6
24
40
48
56
11
5
8
6
a
g
g
rEsrts.stl[?(ur)AIR
O${IE{T(D
TETU]rI
wtF]ff
(Fcf)
}lELD
@ilcnr.lE
TEIPE-
RANNE
co
Rfir &c;
4 s L/4 5.2 1"44.0 One set of cylinders taken this load.
PROGRESS REFOKT
Michacl llarbcr Arclri tccture;t 'rlEr Anderson I llastirrgs i Gary Murrain ;
PCL Construction Services;
URS Consultants; Western llobi le ;
S. Urton S"L. Parvlak
RE'D OBSERI/ER APPROVED SY
Chen€Northern.Inc.Co.r.dlr.! Itqh.i. o.{ Scl' Lt
REPORT OF CONSTRUCTION ACTIVITIES
To: T0WN oF VAIL JoB No. 4 399 9q 0ATE: 11-13-90
Attn: Mr. Stan Berryman DAILy REpOR1T NO. 122 SHEE1 1 0F 5
75 South Frontage RoadvaiL c0 81657 lwolcE NO.
PR(ITECT Addition to Vail Transportation Center, Vail, Colorado
WEAIHER CONDfiONS Al.lD'TEMPEMTURE Clear - 40o - 60oF.
cl{EN-NoRlHERilS sm AcrTvmEs Tested conpaction of slab subgrade filt.in the tunnel
of Staix No. 5, and observed and tested Mix'B concrete placed in the bus islands on
Level 4 at the expansion points. 0bserved lvlix A concreie placed in the caps of the
walls on Stair No. 11, ani tl.re retaining wall footing on Sta1r No. 12. Inspected the
reinforcing steel pLaced in the retaining wa11 footings of stair No. 12.
\GRBAL ooMMuNnAnoN wIrH GoNTRASToR' ENG|NEER. ARcH]TEcr, owNER
Informed the ownerrs representative of our findings'
s. Urton 'L' Pawlak
RELD OBERI/ER AI'PRSIIED EY
Irli chae I Barber Arclti tectttre,
COPIES Attn: Mr. Scott Wartl;611y Murrain;
PCL Construction Services, Attn: Mr' Denny
Atrnorrt: Anclerson f1 llastings; --Armour: Anderson tr llasrrrlgs;iins-i"i",'r[iiiiis " Attn: Mr' les wootl;n G llastlngs;Attn: Mr" Les
r 'r-r.- ., *Fifr-lr ., ...!+'tL
ra lb, o|tle'A a/F
ehen€Nortlrcrn.lrrc.
cda.flo urE orlrt ,n {rrxll ri rftl|, lo lnr|r|q
^''-r'r t lTiFlt-t r...rr'r-
Fri r .|f,l0t tlo
Cotrrtha &grr-. -l lffi
REPORT OF FIELD NUCLEAR DENSIfi TESTING
ffir n.nE rro ofrf,aw* {r ffrmn, rn, e.Frn?D ^' nr c.,llqq!-l@c$iltstffi fffi65'Fr$fif;rrrl d. sr rTlrxr!, ol'tt uqr.r .tt riri,ifr-rff 6i i&^ifi€-q.a mrCn'.C rUtU\tI-D Plxll{t d'A tilllx
TO: TOWN OF VAIL JOB NO. 4 398 90 DATE: 11-13-90
Attn: ltlr. Stan BerrFnan DAL' RE'ORT NO. 122 SHEE' 2 OF s75 Souttr Frontage RoadVail CO 81657 llwolcE No.
PRorEcT Addition to Vail Transrrortation Center, Vai1, eolorado
SPECInCANOH COIIPACTION & MATERIAL
MINIMUM REQUIRED lN-PLAcE DENsnr 95 X As DETERMINED Br: ASTIT{ 1557
CONSIRUC1ON CONTMCTOR: PCL Construction TEST LOCATIONS WERE SEfCTED FY: Chen--l,lorthern
TY?E Al'lD NUMBER OF FARfi MOVING UNIIS 1 Backhoe, 1 Skid Loader TI{ICKNESS OF UFT L2tl
TYPE AtlO NUMBER OF COMPASnON UNITS 1 Hand Tanper NUMBER OF PAssES Varies
MEIHOD OF ADOINC MOISTURE NONE Addcd
Sl ight ly
Silty Gra-
velly Sand
128.5136.0Rough
Subgrade
Grid Line 22.L, 251
South of Line A
tr FUII I]ME OBSESVATION E PA'{T 1IME OBSE$UANON
#ffiffi#ffin&ffisff#'ri-nno- mr:rs*r to c{-n^tt q.n mtn,trnl .lut ot[xr. rutt o l p
ItE MTGIE R DtLsolElEn uEnm of TSIlllo w s usED lN SU8fl rfiul ACCOnruflc€ rtlrH ASII D2992 A]lD OJ',l7
PREUM|MITT osEwAT|oNs At{o/oR TESI REsuLTs VERBAIIY REPoRIED Tor uRs Consultants
See Sheet 1 of 5.
S. Urton S'L' Pawlak
FIELD O$ETryER APPRflED FY
coPrEs tiil?""?i'B$rt'fi1*:l'""u:.
Anderson 6 Hastings; llr. Gary Murrlan;
PCL Constructlonr-Attn: .J'lr', Denny^Arnouri
itil5 t;;i;;iliniil'rdin: Mr' t'es tubo<r;
Chen€Nortlrcrn,lnc Orflr. atdi-r -a t&rtLa.
REPORT OF REINFORCiNG STEEL OBSERVATION
ffi rrE,r' q'tln xr rrtoi,, _,a gf,rtrrD At Df oo.',rxr,,t-}tr'nrtft .r otr qrx'l'
^,o
A,tl(E tD' to' f't''[ r -
r.rr o. irlnur.rt firaltroo on ,lrucs ri t G -itori-.!r c.r r nofr- l-ir-J-nip mjitrri -trl rrrrtx iiiiivd irui nr rt D(Fuo or lrnt ltJrlr tr
i:rirlnii Gts Arrrtr ,r*rqtrrrtt rfiE ,qnu, lo fl $nlr€'
^
.rd.' ., r..liliiTl r-r rl -rwr-
trq rh. Crrltu afiO
TO: JOB NO. 4 398 90- DAIE: 11-13-90
TOITN OF VAIL
Attn: Mr. Stan Bcrryman oAILY REPoRT No. L22 SHEET 5 oF 5
75 Souti Frontage RoadVail, o 81657- lt.'lvolcE No'
PRIIJECT Additiori to Val 1 'fransport.rt ion Ccrrter, Vai I , Color:ado
SIRUCIURE Retaining t,tlall Footings, Level 0ne, Stair No. 12
uE lxt{
Inside Face
4#5 Continuous Top of Footing Longitudinal
1#5 Continuous Bottom of .Footing Longitudinal
#5 @ 10't 0.C. Top of Footing Transverse
Dowels to Wall
9#6 Top of Footing, Longitudinal, Continuous
5#6 Botton of Footing, Longitudinal, Contin-
#7 @ 8tr 0.C. Top of Footing, ,tur,ru"tr"
*ot'
sPEEUrcArr|s. srErl. Gfl^DE! 60 El ners us@
REilF(noNo crr ulEsrs Clean E s|oP D|r^mrcs us€D
cu R^Nc€ lrto corrE As Specifie4 0 o${rnAcroR Aot/tstD
spttctt|c: sPEctnc4rxtrt* As Specified tr Ft'[-nuE OosEm/ lKtN
o R slf,pog1* TlrpE B prrr-nle omont nott
nNEfl Iet,CE COUI.P$I|GE
Hoqr ffi,'ffi ffi,'ffi5* ne-Sr'eoTTE INfiUt LY wll€tlooratro RE-D0lllNtD
x 11-13-90
#6 Right Angl
2 | 4rrx3 | 6rr @
12il 0.C.
#7 0 8|l 0.c.
770.71,
170.7L
Grid Lines 20 to30, 50r South of
Line A
30r to 36t South
of Line A. .. ,...
Grid Lines 20.9
to 30
s. Urton S.L. Pawlak
RED OBsEf{vER APPnOvtD Ff
Michael Barber Alclritccture,
COPIES Attn: Mr. Scott lVard; Galy lrlurlain
PCL Construction Services' Attn: l'lr. Dcnny
Arnourl Anderson S llastings;
C hcn*Northcrn,lnc O'rrtli 1^d^-. -ra l'/'tll.'
REPORT OF REINFORCING STEEL OBSERVATION
To: To,ur! oF vArL
Attnr [lr. Stan BerrYnan
75 SouUr Frontage RoadVail, @ 81657
PRUJECf Atldit:iori to Vni. I 'fr;rn!rtnt ion Cctttcr',Vrr i 'l . Col orado
JoB No. 4 398 90. DAIE: 11-13-90
DAILY REPOKT NO. 122 SHEET 4 OF 5
il.NOtCE NO.
STRUCTURE Retaining Wall Footings, Stair N0. 12
Dowe.ls to Wall
7#4'top of Footing, Continuous', Longitudinal
3#4 Bottom of Footing, Continuous, Longitudi-
nal
#5 @ Itr O.C. Top of Footing' Transverse
Dowels to Wall
6#4 Top of Footing, Continuous, Longitudinal
3#4 Bottom of FootingrContinuous,Longitudinal
#5 @ 10r? O.C. Top of Footing, Transverse
#6 @ 10il O.C:
9n 0.c.
r70.7ll
170.771
36r to 41r Southof Line A
Grid Lines 20.1
to 30
4Lr to 50r Southof Line A
Grid Lines 20.9
to 36
E| n rrts usro
O grce Dne$Ncs usED
O comRlgton ramo
E ruu--nue oc$nt finN
El prrr-lur ogsEnv noN
upurc€ coupw{cE
rTET FiI(}.ECT IIET PRG'€CTns-oun€lrals tlfotlRf,JEXTS*H^lll$'" nr-ffil'ro
x
60
Clean
As Specified
As Specified
S. Urton S.L. Pawlak.
RE..D OSSERVER APPRO/ED FY
Mi. chae I Rcrber Atclritcctute,
COPIES Attn : Mr. Scott l{artl ; (lary lr{ur rl i n
PCL Construction Scrviccs, Attn; l'lr. Ucnny
Arnour'; Andcrson fi llasti.ngs I
^ F.'t- ., -frrtrJ-l* rt caarcrr
f|6 t3r, fUr|til a.'lo
ClrcnCNorthern.lnc Cardfh E tftr-t ti S.rttf.
REPORT OF CONCRETE PI.ACEMENT OBSERVAT]ONS
r,f tF trtt at 'rt dtftomal'-Iinrr'ltY F lrll d lxrl f'o am"n'Afir| tlrt ntrl-
rr0r. '. Jr r,,'{tl oorrrEor rr rmacft rr."r .'r "ler.t € ata mnoff;*ffiiib lri;r;'ai-irrlrx itrirf srurris rrl E EstIrrD t'rrltt lutlrr' 6
cdrrr|tD uart qnlt rlfl.|Sr,lrr rl ,arllt lo x lllll.c.
A i-r.- J *@- ra.-rr-!.-
t r rh, O.Sltaa a/-
TO: 19pp OI' VAILAttn: Mr. Stan Berryman
75 So.tth Frontaqe RoadVail C0 81657
PEqrEgf Adtli.tion to Vai. l 'l'Tnnsl)ottflti orr Ccrrtcr',
JOB NO. 4 399 90 DATE 11_15_90
DAILY REPORT NO. 122 SHEET 5 OF
N\rcrcE NO.
Vai 1 , Col orado.
Western SPErfAIpl|* SJ.|YP rn ootflE{r
ATE[}|T IETPERA1URE MT|oEt rrhi l 6 llu l.D.
IEITls.rFuct(
1'n.
IrcXET
NO.
lltrE
E TCt€)
IU€
AnnryE
Tlr€
sAr|PUD
Rf\iq,l,|xlll
@IJIIIBEOfl
REr{)t|,Ilo.{
@UNTFJ
colPt EIloN
cugc Ytnut
t-o^D/
CI,|IIULfiI/E
WAlfR ArO@q^lrJot,|s
1
2
J
4
J
6
54
46
100
46
119
54
01 3151
01 3152
01 5153
01 5154
01 3156
01 3157
8:l-3 AM
8:51 AM
9:39 Al,t
L7-.27Nn
2:48 PM
3:15 Pl't
8:30 AII
9:06 AM
10:05 AM
11:4L AM
3:00 PM
3:30 PM
9:30 AIvl
As Req.
As Req.
As Req.
As Req.
As Req.
As Req.
As Req.
As Req.
As Req.
As Rgq.
As Req.
As Req.
8/24
76/ 24
24/24
26/ 24
8/ 76
16/ 16
10
11
15
5
g
a
lESrln su[?(0r)lncofiEft(D
wEl uNtt
UEoHT
(Pct)
}IEID
@rrcnr|EIO'PE-
RATI'RE
c4
RfIAfi!(s
2
5
J 4.9 122.3 73 One set of cylinders taken this load.
Mix A, 3000 PSI, No cylinders taken.
Truck was returned due to extended stand
by tirne for placenent of reinforcing
steel. The steel was being placed in a
footing that was scheduled to be poured
irunediately.
PK'GRESS REFORT
.',nDrFq Michaol llarber Archi tecturc I
Andorson G llastiltgs; Gary Mumain;
PCL Construction Serviccs;
URS Consultants ; Western l'lobi le ;
S. Urton
FIET.D OESERI/ER
Chcn€Nonhcrn.lrtc.Cootut.tg tn9lr,.t ond 5C'- hL
REPORT OF CONSTRUCTION ACTIVITIES
f'rf lrFittm ^s nE dlrtn"flr|l-fFtrtrt tt (rn flfxtlt aI) runl'ilt^rrn nDi ntr ru-
tr c, sr^nyrrni c.rollq!--T-lrrllf:ajll .T,IHIj ,r,, "r"rtfi's-ii!'F\in^n;dt|d-irn
-rrtt nr iirioid Jiliii-inii'r D6t\tro u xrlr rrrrr 6
ifrhi nii-tiili-orii.r- rerpntrrcs 'rtt
r&tD lo rx wnlrrl'
^ 'r!r{r , r.[ff ffilr." .f ar'r.
t r.. cEtolr^ a/to
To: ToilN oF vArLAttn: Mr. Stan BerrYman
75 South Frontage RoadVail CO 816s7
pRo.rEcf Addition to Vail Transportation Center,
JoB NO. 4 399 99 DATE: 11-14-90
OAILY REPORT NO.I.23 SHEET 1OF
[wotcE No.
Vai1. Colorado
WEATHER CONTXTIONS AND TEMPEMTT'RE C1CAT - 45O -. 6OOF.
cHEll-NoflTHERN',S Sm ASIMTS Tested the concrete placed in the footing of the
retaining wal1 extending from the Level One Entrance. Preliminary' inspection of the
reinforcing steel in the column supported wall of Level Four, Stair No. 12. The dowels
fron the colunn and the longitudinal steel on the top of the wa1l were rnissing.
VERBALCOMMUNICATIONWTTTICONTMCTOR,ENGINEER,ARCHIIECT'OWNER
Inforned the ownerrs representative of our findings'
S. Urton. S-L. Par+lak
RBD OESERVER APPROYED BT
Michael Rarber Architecture 'COPIES Attn: Mr. Scott Wartl;6a1y lrlurrain;
PCL Construction Services, Attnl Mr' Detrny
Arrnour: Anderson fi llast ittgs ; ..iiis"I"isurtini:s. Attn: Mr" T'ei wood;
Chen€Northcrn.Inc.Conrdt,r! Irgltr.-. ot{ S.r-ir.r.
REPORT OF CONSTRUCTION ACTIVITIES
TO: TOWN OF VAIL JoB No. q sgs g0 DATE: 11-15-90
Attn: Mr. Stan Berryman DAILY REPORT 1.19. 124 SHEEr 1 0F 5
75 South Frontage RoadVail C0 816s7 lNvolcE No.
PROrEct Addition to Vail Transportation Center' Vail, Colorado
WEATHER CONUNO}IS AND TEMPEMruRE C1CAT - 4OO - sOOF.
CHtr.I-NORTHER'{'S SrIE ACTMNES
and the retaining wall footings of Stair
placed in the tunnel slab of Stair No. 5
Also inspected reinforcing steel placed
Tested Mix rAr concrete placed in the wall caps
No. .11 and tested and observed ltlix I C I conctete
and in sidewalks and islands on Levels 3 and 4'
in wa1ls and slab-on-grade at Stair No' 12'
VERBALCOMMUNICATIONWTTFICONTRACTOR,ENGINEER,ARCHrIEfi,OYJNER
Informed the ownerrs representative of our findings'
S. Urton. S.L. Pawlak
RE-D OBSERI/ER APPRO'I/ED BtT
Michael Barber Architecture 'COPI$ Attn: Mr. Scott WarrJ; (ia1y Murrain;
PCL Construction Services, Attn: Mr' Detrny
Arrnour: Anderson f1 llastirtgs; -.iiili'iii.ttrtints" nttn: Mr" Les wootl;
r ir.r.- , -[tttX-lrt .. c.nt'-
Lri *. GratE 4/.O
Clrc-n€Norl.lrcrn,Inc --rtlia an{rsr rta 5'b|r"
REPORT OF REINFORCiNG STEEL OBSERVATION
To:
To.uN or VAILAttn: !tr. Stan Bcrrynatr
75 SouUr Frontage Road
Vai1, CO 81657
PRuJecf Addi t iori to Val l 'trnnr r1: n t i.on Contcr V:ri l. Co I orado
JoB NO. 4 398 90. DATE: 11-15-90
DAtLy REpoKf ps. 124 sHEtrr 2 oF 5
INVOICE NO.
srRUcruRE stair No. 12, l\rall, Level 4, Retaining wall, Level 2'
Inside Face
Outside Face
Each Face
Inside Face
outside Face
Each Face
Inside Face
Outside Face
Each Face
Inside Face
Outside Face
Each Face
#4 @ 1"6'1 0,c,
#4 G 16t' O.C.
#4 C 16rt 0.c.
#4 G L6rr o.c.
#5 @ 8il O.C.
#4 0 18rr o.c.
#5 c 8il 0.c.
#4 e 18il 0.C.
#5 @ 10il O.C.
#4 G 18r' o.c.
#4 @ 9" 0.c.
#4 @ 18'r O.c.
96.75 | -
104.75 |
r70.7Ll
186. 88 |
I to 20r South
f Line A
0r to 36r South
f tine A
rid Lines 20.9
o30
36r to 41t South
of Line A
41r to 50r South
of Li.ne A
SPEEIIEAIXI.5S SIEIL CRTDE
RtIIUORSI{A CLETilLDf,SI:
ctf R llcf, AllL @trEft
SPuCtfC: SPECTE IXltIS:
lun $f,troRTs: TY?E
m.tsH
I{ECHT
60
C lean
As Specified
As Specified
fl npa uso
O stop DR Uurcs usED
E corrngon rovtsgo
O rult-rue fltsEn\rArxtN
F prrr-nur ocsEntAnor
rt|PlrcE @|rlturc€
U€T P'tOf,C' UE PR(rJECTmrrrntrrors
'tfIulFflrofis
Reinforcing steel had
through the footing.
to be maneuvered around tw.o nanholes that extend
S. urton S'L' Pawlak
REL"D OBSERV€R APPRO/ED BY
t"ti. chac t llaltrer Architecturc,
COPIFS Attn: lrlr, Scott l{nf(l: (;lry l,lttrlit t tt
PCL Consttuction Scrvices, Attn; llr' I)c'tlny
Armour; Antlcrson {i llast j.ngs:
^
,'rd' .? v'.fitiiilr-r..r ryr.
f,.rr l!r. lLal litt a/eo
Chen€Norl.lrcrn.lnc
REPORT OF REINFORC|NG STEEL OBSERVATION
ffiFlE|,.)GFn\|l,|ti'}0t1.|-||f'rf,'l[i'Alttroor[xTtt-If,Fl'lYF.l'crIxr1xoA,nl|U^rflfI'Ft,|tl)\-trr. ry srrrtrrflr rrirrt''r"t (t I xtMctt fIry -q,T9j:-:: t"" "'ntiio-i't-iio niir''ti-cT rttrrx iiifid t^|crii rr|- r' lErclo tr r'rr llllrE r'
iiiiino rirtg bttrr rrn'*rrldl lrrt ,!l'rlo lo ll rfilrn
^ ,'-i.- d .. f ittiillr-" .r .nrdl..
t.,i |rl, ft{l lar^ afo
Lrdha f t*E -'a L'.|lHr
TOI{N OF VAIL
Attn : lrlr. Stan Betryntan
75 South Frontage Road
VaiI, @ 81657
PRuJECT Atldi tiori to Vai. I 'frans
JOB No. 4 398 90. DATE: 11-15-90
oAtLY REPORT NO. 124 SHEEr 3 oF 5
r.{volcE No.
rtat i on Cc|lter,Vrri 1 , Colorndo
SrRUSTRE Stair No. 12, Structural Wall, t'uu"l 5, Sltb-ot-gttd'
Each Face
#4 @ I2tt O.C. Each Face
2 #7 ToP of hrall, Continuous
2 #7 Botton of Wall, Continuous
#4 @ 72tt 0.C. Each Way
#4 0 12il 0.C.
4 #4 Dowels
to Colunn
82.55 '
98.75 1
72.O1
82.0 |
Grid Lines 30.1
to 30.9
Line AO to 161
South of Line A
S 1ab-on-Grade
30r to 50r South
of Li.ne A
SPtEUXXnOts: SIf,n cR De
RtI6UCIM' Ct.f, iltlEs$
crtAnAt{cE ArlD CO/Eft
snr0le sPEC[rC TXtnS
IUR SI,|PFORN* TI?E
nt{Ell
60
Cl ean
As Specified
As Specifded
E nua uso
0 grcr Dnlf,tttcs usED
O corruoon ,tomro
D ruu--nrre qrsEn AnoN
El prrr-rur oBsERl/ rloN
NPlrcE @lnfl llcE
UET PR(I'€CT UET PR(I'EGTnranmoorr nEo'rftrrors
Ynlf}r Nnw-LY wl€}l'- irrrruro Rf,-o<ruo{tD
S. Urton S.L. Pawlak
FIB.O OBSETVER APPROVED FY
Michael Barlrer Architectutc,
COPIF.S Attn: l.{r. Scott ltlar:rl; Gnly l.lttrlartl
PCL Consttuction Services ' nttn: l{r' I)cnny
Armour'; Andcrson tl llastings:
TO: 1gy1i1 Op VAIL
Attn: Mr. Stan Derrynan
75 South Frontage RoadVail co 81657
JOB NO. 4 398 90
DALY REPOKT NO.
rr{v()lcE NO.
Col olarlo.
oAIE 11-15-90
124 SHEEr 4 0F s
PRGTECI Atltli t ion 1o Vai I 'l'T:rttsl)()Ttrttion Centcr', Vai I
Western sPtEEfAlEtt& SurrP 3rr-5r'An coiftENr 4%-8%
/TEO{T TETPERA1URE RA'.ICEID( r.D. n t* t 7t /#2
As Req.As Req.9:25 Al49:05 AMoL 3L92 8:58 AItl
One set of cylinders taken.145. 1
a"$ffi"9,9"r
n DrFG Michael llarbcr Arcllitecturc;
-*'r 'rr Andcrson G llastings; Gary Murrain ;
PCL Construction Servi ces ;
URS Consultants; Western l'lobile;
eheneNorthcrn.lnc
^
,,. rt- d r..lTtti-l-. rf rrrar*o
r.t h arat tl| ./aO
Crirlrrr :4lrt tla sd..!tH,
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
eheneNorthcrn.lnc Crrrfrl ftnfffi qi S.l-aH,
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
ffi? ,'rt *.n q'qr\{r 4r l1'g1q Am if,rrrtn at nr ot?rlft'lst -r'..rxrY r .'r cr fxtt' ,,o am'''t^lDl 7!n ?iFl E}-
Itr. c tr tvtf,xtl coQlrtr,t (i txl",crt nrt oi ttto rrt'o tt o^iiffd-ffi#; ;'d6$ iii=rwritx"refrirf glrrr: rrl E ot qro tr ,.rtlr lErr€ 13
coaaulE ttaa, glllt |lfl,rl.xrt t|: Itfl.o lo lt lFtl€.
^
iriF J -@- 1...t--
rG |.. Crtlt.t |/n
TO: lggp OIr VAIL
Attn: Mr. Stan Berryman
75 Souttt Frontage Road
Vail CO 81657
PROTECf, Atltli ti on to Vai 1 'l'r:rrr strolt ;r t i orr
JOB NO. 4 398 90
OA.ILY REPORT NO.
|}O/OICE NO.
Vni l, Col ol:ado.
DATE 11-15-90
L24 SHEET 5 OF
Ccntcr,
Western sPErEAlEr,t*
LX l.D. Mix
3UlllP 3ttrpt /#40
-J An COitIE {I Average of
AISExl TEIIPER,TUFE
7e"
M}ICEIt4crhi I e:4oo - 6ooF.
IE;Ilp.IruCt(
ML
IEI(ET
1{o.
Ilr€
B TCI|€D
IU€
ISEVED
lur€
sAl|PtE)
Rnouflxll{
CDUFTEN
EOO{
RA^)WDOf{
@UNNN
aouPr.EIlot{
A'EC YAGL0,0/
cultulllrr/E
WATER ADD@
Olll.rOi|S
1
2
3
4
5
6
46
119
49
119
49
119
01 5194
01 319s
01. 3197
01 3200
0L 320L
01 3205
10 : 1 LAl"l
11:0lAlvl
11 :57AM
1,:23 Pttl
2207 Plrl
3:14 PM
10 r 25AM
11:17AM
12 : 1OPM
1:40 PM
2|20 PM
3:28 PM
11 : 40A!
As Rer1.
As Req.
As Req.
As Req.
As Req.
As Req.
As Req.
As Req
As Req
As Req
As Req
As Req
I
16
24
72
40
45. 5
T2
lErtn sll,|p(m)IET UNT
uod{r
(Pcf)
YE.D
coNcnr.rE
TEIPE-
RAn nf,
cF)
R[IA'U(S
2 2 3/4 5-5 143.5 66 One set of cylinders taken
PROCRESS REFORT
Michacl llarber Arclti tecturc;uvrllr Antlcrson I llastings; Gary lrlurrain ;
PCL Constructiotr Services;
URS Consultants; Western trlobi 1e ;n6.l'ou&t$/En p$ffi'91d'
rrL-
Clpn€Northern.lrrc.Co,|rru.c lrgltt... rt s.|-ilHt
REPORT OF CONSTRUCTION ACTIVITIES
To: TowN oF VAIL JoB No. 4 igs 90 DATE 11-16-90
Attn: Mr. Stan Berryman OAILY REPORT NO. 125 SHEET 1 OF 4
75 South Frontage Roadvail co 81657 ltwolcE No.
PRO|ECr Addition to Vail Transportation Center, Vail, Colorado
WFATHER CONDMONS A}{D TEMPEMruRE C1EAT - 4OO . 6OOF.
CHE{-NORTH€Ril5
in Stair No. 5.
12 and Mix rCf
SITE ACIIVINES
Also observed
concrete placed
Observed Mix rBt concrete ptaced for step topplng
and tested Mix tAr concrete placed in walls on Stair No'
or, th" roof deck of Stair No. 5 and sidewalks of Level 4'
VERB^L coMMuNtcATloN wm| coNTMcroR, ENGINEER, ARc}|lTEcr. offi{ER
Informed the ownerts representative of our findings'
S. Urton. S.L. Pawlak
nEio oesERl/ER APPnoveD Br
Michael Barber Archi tecture 'COPIES Attn: Mr. Scott Ward;Gary Murrain;
PCL Construction Services, Attn: Mr' Denny
Armour: Anderson 6 Hastings; ..iiis-F.i"ttttanti- nttn: lvlr. Les Wood;
---- -- dt'ttlY It d'l cuofnlr Ato runFRl lttr lttl tur rI-
f,'l Jl,HlrffiJ,SB i[#i",# mil$'']lffi offio^Lffiii#fl'i'f iiii-6-nii i -ro o-ini nino a
ei;id"riiris-oirt m r€o.rns r,f, r4r'o lo ul tnlna
^
irrir- .. rr[FiX-ln t d -,rtob
16 x., cral@ 4,fiO
GheneNorthern.lnc Cdrtlr| &[h.-r tta S.Ltr..
REPORT OF CONCRETE PT.ACEMENT OBSERVATIONS
TO: 1gg1 OI: VAILAttn: Mr. Stan Berrynan
75 South Frontage RoadVail CO 8L657
PRGTECI A(l(lition to Vail Trans
JoB NO. 4 398 90
DAILY REPORT NO.
IMrcICE NO.
Vai.l , Col orarlo,
DAIE 11-16-90
t25 SHEEr 2 0F 4
ati on Centcr',
Western SPEFEATpII* $!uP 3tr-srl COrflAnr l%-3eo
||AIE{T TEIPCR^II,RErD( LD. .Mix t Bt / #32
As Req.
As Req.As Req.
7:10 AM
7247 M
6:56 AM
7 :38 AI,l
S" Urton
RAD OSSERltrR
S . L. I'arrll ak
..,.1l'16< Michac I lJarber Arclli Lcctulc;,v'i*' Andcrson I llastingsi Gary Murrain I
PCL Constnrctiotr Scrvices;
URS Consultants; Western llobile;
A ir.r- d *@- ,...rtfb
rri t.. qtl laa ./aO
ChenONorthern.lnc,
A 'rr.r d r.Fiij-Ir.. { ecprr
7n ta. GLll'|. a,/|O
Cdtfi tt|tr-r tla sd-t!.
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
fO: 19pp Ol: VAIL
Attn: Mr. Stan Bcrrynan
75 Soutfi Frontaqe Road
VaiI CO 81657
JoB NO. 4 398 90 DAIE 11-16-90
DAILY REPORT HO. 125 SHEETS OF
[nrctcE No.
PROTEGT Atltli t i orr to Vni I T'rarr:Ttirti on Ccn tc'r',Va.i l. Co I o'r'ado.
SFtDFnAIPT!3: SUrUP
lltr l.D. Mix tAl 5n_5
#2
ln coilIIxI 4%-.8%
AdA|I EPER^IURE
8
16
24
32
Req.
Req.
Req.
Req.
As Req.
As Req.
As Req.
As Req.
3
4
5
6
49
7L7
1- 19
49
9:50 AM
10 :35AM
11 : 29Al'l
11 :SOAItl
12 : 00PM
01 3208
01 3209
01 3210
ol 3212
9:38 AM
10: 18AM
11:14AM
.11 : 4OAIvl
One set of cylinders taken.144.0s 7/4
S"1," l)arvl.ak
APPROVED EY
noptF\ MichacI lJarber Archi tecture I
Anrlcrson S llastittgs i Gary Murrain I
PCL Constmction Servi ccs ;
URS Consultants; Western llobile;
ffi( F"'E xa, d.,..'-vr. Af it'nirr r/[ tnarrr' ar rr cd'.fi{rut-t..rrtrv or .,t cl tt'rlr fl{o amr'.drtD' n! Ftril ta_
n . -' ',,arrrxrl crt'lrrnrr or ,'rircnr .rorr or f,q^ .no ra nrtriffd*fi'jiD^;ii;idai=rftlix'iiriroin- s^r'rrr rrl Df (xrGD (t ,'rrt Tum€ 6
flIIrD Ua-e! tntl {||a-r.ltatt tf, r.]t'.D Fo B tqr:ll
ehendNofihern.lnc
gdtlIrrtt rrlrtt olLt ,lt9a5rxtl lf, NarD rt x ttfl l
a 'rr* , *fittFlrr. .a ...rt *.
tit lL' CLl.. a.'f.
Cdr.Ihf t rtlt r. (rra S&.ar.l,
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
ffi, nfr |r.! Gr.?l\,'l {r !!Fg!! ^
f ti{llD ar rf or'?oD{tr{._ri('.tift t rtr? d ar'3, r}o AmTffArDr FOi tlFrEt-
lp. ,. Jralrlrt{rfr crr.currt'r fl rrti.dr nirt trr ,r.q ar€ qr ftr*;"ii"i;;i'vio-'niiri-c.r irrrrrx ffin- s lt'(t! trl trE ttFtro cr rnrl t8t1]E ll
IO: 1951p Ot: VAI L
Attn: Mr, Stan Berr)rman
75 Souill Frontaqe Road
Vail CO 81657
PEOrECT Ad(li ti on to Vai I 'l'ra rrslrott;r t iorr Ccntcr', Vai I
JoB No. 4 398 90 P41g 11-16-90
DALY REPOFT NO. 125 SHEET4 0F
lt{\otcE No.
, Co I olado,
WesternsuP?{q Mobile
SFESEAIPi|Ss $ lrllP 3rr
uu r.D. l4ix tgt /#4O
-5rl An cotflEr Lverage of 7%
^lAErIT
TETPCMIURE FA}IC€4oo - ('rooF.
TETlp.lFrrcxul no(Er
ilo.lllrf
E rcHq)
TIUE
ARftVE)
lluE
SAUPI,ED
RAI$UIH{
@rr}{lfnE@{
RErr'outrnfl
@IJNIER
@raPt-Eno{
:I,&C YAETI
ro D/
CUUUItTttE
UA1ER AIX)€D
oruoNs
7
8
44
100
01
01
JZ),J
3216
2:L9 P\tl
2:50 PM
2233 PM
3:12 PM
3:00 Pl,l As
As
Req.
Req.
As Req.
As Req.
6
L'
q
10
rErlll SU'l?(sr)WET UNTT
TtrHT
(Pcr)
YIE.O
c{rNcf,rrE
TETPE-
R nnE
c4
Rgl ft{s
2 r/4 5.2 146.3 65 One set of cylinders taken.
PROCRESS REFOFT
.\.rDrFq Michacl llarbcr Arclli Lccturc;
Anderson I llastings; Gary Murrain;
PCL Constnrctioll Servi ces ;
URS Consultants ; l{estern I'lob i 1e;
S. Urton
RE1D OFETWER
Clpn€Nortlrcrn.lnc.Cotr.iilrt|o tngL!..r. o.{ Sc}-{r'|,
REPORT OF CONSTRUCTION ACTIVITIES
ro: TOilN OF VAIL JoB No, 4 398 90 DATE: 1l-19-90
Attn: Mr. Stan Berrpnan DAtLy REpOR1T NO. 126 SHEET 1 0F 275 South Frontage RoadVail CO 816s7 llwolcE No.
PRGTECr Addition to Vail Transportation Center, Vail, Colorado
WFTTHER CONDMONS AND TEMPEMruRE Cloudy - 4OO - sOOF.
GHEN-NORIHERN'S SnE AGTMTIES Observed and testecl Mix rcr concrete placed in the steps
on grade, Level 2 of Stair No. l'2.
VERBAL coMMuNlcATloN wtTH coNTRAcIoR, ENGINEER. ARcHrEcr' oWNER
Informed the ownerrs representative of our findings'
S. Urton. S.L. Pawlak
nao oreenvtn A'PRoED Br
MichaeI Barber Architecture 'COPIES Attn: Mr. Scott lVarrl;661y Murrain;
PCL Constnrction Services' Attn: Mr' Denny
filHoH:i.,,,tl*t::"l.t"l"fill "i,i; *nnq
ffi # ffiiEilf"frffi ,"ffi,T,xfi,,ffi*i'iw,r "$ffi *"'ffi ffi.'s'#;
ifri*ni-nrrli-onr.r rerpcprs fnt tdfrr' lo rtr rtllr€'
a 'rr'r' d -fHiF-llrt d c.itdr-
firi tb Cllflutl a,/F
ChenONorlhcrn.lnc Cdrllfil bCh..tt t|. Sd-<
REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS
ffi |rfr |,. oitr.fl'E 4r trtgf]! rrrt iirnm at rre oorra nr m |'rY tt' (|n drjrll '$o
Amlrrrt^ntl 7t! 7(rl rA'
,n o' 3rrrr.'.rt, orrrurrr.r o" rxr*Gar ir.'r ' .*q,vr,.ir t." mraffid-friiib^l';i].i d; tirtin r''ior,,- s '.(tt rrl Bt o(rcltD d- /rr[r lultt*' B
corurE t lrl qftrt ,ffallxll ,rt Lllr.o lo x l'rllrl
a 'rrits, r-lTifr-lt r rr .;prr
|-r La Crltl/a ./S
TO: 1gp1'1 Op yAIL JOB NO. 4 398 90 DAIE 11-19-90
Attn: Mr. Stan Rerrynarl
7s so.rth Frontage Road DALY REPoRT No' 126 sHEErz oF 2
vail co 8L65? t|,t\otcE No.
PB(ITEGT Adrlition to Viri I 'l'r;rnspott tion Ccrrtcr', Va:i l, Colora<lo.
WesternryIq l{obile
SP&rEAlIlt{3: SttrIP
Lfi t.D. Mix ICI
3rr_5rl
/#40 witlr ^n
coilIEXr Average of 7%
fibers ABe{r I6|P[R ruR€ r|^rc€4oo - ssoF.
TETtp.mrc|(ur IEXET
M'.lluE
BAICHE
IllrE
mnnE,
Tllr€
sA|lPt-E)
REl'qtlIUl@u llnEAfi
Ra/()IJJTIOI{@utflB
o0||PtEIlot{
clrEc Y mst-oto/
Ct Ut^ IlrrE
w rER Am@
o^L!fr\ts
1
z
44
100
0L 3220
0L 322r
7145 AI{
8:47 AM
8:00 AM
9:00 AM 9:30 AM
As Req.
As Req.
As Req.
As Req.
8
16
10
L2
TESTtn sllfi?(sr)TET UNN
wEor{T
(Pcf)
Ytat)
cor$naET6|P€-
RATI'RE
cr)
RfIAftAi
2 3 5.2 t43.6 66 One set of cylinders taken,
PROCRESS REPORIT
@PIES Michacl llarber Architccturc I
Anrlerson 6 llastingsi Gary Murrain;
PCL
URS
Construction Services ;
Consultants; Western lrlobi le;
S. Urton S"L" Itar,rlak
REID O8SER1/ER APPROVED FY
Clrgn€Northcrn.Iuc.corrir&lc tngkt ... orld Scl-|lr.t
REPORT OF CONSTRUCTION ACTIVITIES
T0: TowN oF vArLAttn: Mr, Stan BerrYman
75 South Frontage RpadVail Co 816s7
PR{NECT Addition to Vail Transportation
JOB NO. 4 398 90
OAILY REPORT NO.
tlworcE No.
Vai1, Colorado
DAIE: 11-20-90
127 SHEET 1 oF 4
Cente r,
WEATHER CONOMONS AND TEMPEMruRE CIoI
cHEl.l-NoRmERt{1S SITE ACIMnES Tested t{ix rAr concrete placed in the retaining wall
which faces south at stair No, 12. we also inspected the reinforcing steel placed in
this structure before concrete was placed. Tesied backfill corunpaction for step sub-
grade, Level 3 on Stair No. 12.
\CR8AL COMMUNICATION WN}I CONIRACTOR. ENGINEER. ARCHITECT' OWilER
Informed the'ownerrs representative of our findings '
S. Urton 'L' Pawlak
NAD OBSERVER
Michael Barber Architecture 'COPIES Attn: Mr. Scott Urlard;Cary Murrain;
PCL Gonstruction Services, Attn: Mr' Denny
fiI{oFI;.,,,tlgif "i.t"l"fili"f.3 i rnn u
^.rr.f.- d t(l-ttii-lg..r 6. ...rtr'r..
fc'|i rb. O.Cld a/F
ehcn€Nonhern.lnc C..r/lLtt t''|9h-r -ra Sffi
REPORT OF FIELD NUCLEAR DENSIfi TESTING
TO: TOWN OF VAIL JOB NO. 4 398 90 DAIE 1L-20-90
Attn: Mr. Stan Berrynan DAILY REPORT No. 127 SHEEr2 oF475 South Frontage RoadVail CO 81657 llWOlcE No.
PRo|Ecf Addition to Vail TransDortation Center, Vail, Qolorado
SPECIRCAIIOI{ coypAcTto}t t XAIERIAL
MINIMUM REQUIRED lN-Pt-AcE DENsrIr 9s I As DEIERMINED F/: ASIM D 1ss7
CONSTRUCNON CONTRACIOR: PCL CONSITUCIj.ON T-EST LOCANONS WERE SELECTED BrY: ChEN-NOTIhCTN
TYPE AllD NUMBER OF EARIH MOVING UNmS I Backhoe, Trucks THICKNESS OF UFT 12tt
TY?E A}.ID NUMBER OF COMPACTION UNtrS 1 HANd TAMPET, 1 W.B. NUMBER OF PASSES VATiCS
METHOD OF ADDING MOIM,RE None Added R'1i9I
*BSG=Below Subgrade
LOCATION
Silty Gra-
ve11y Sand
51. Silty
GravellySand
51. Silty
Grave 1 lySand
51. Silty
Gravel lySand
51. Silty
Gravel lySand
95
95
96
95
96
7.5
7.9
7,6
7.6
7.8
L28.6
129.3
130. 1
129.8
13L.2
5.9
5.9
J.v
5.9
5.9
_136.0
156.0
L56.0
156. 0
136.0
15r South of Line A
Grid Line 31.3
28f South of Line A,
Grid Line 3L.4
20t South of Line A,
Grid Line 3i..2
30r South of Line A,
Grid Line 51.4
26r South of Line A,
Grid Line 31.5
8.0 ' BSG
2.0rBsG
7.0 ' BSG
1.0fBsG
3.OIBSG
tr FUTI'TIME OBSERVAIION E PA'{T TIME OBSEM/ATIONWft ffi fi lffirft hffi ff ffixTrsffi ffi.&ffitrtr#'
THE Nlrctf R otlEorElEt uEnm oF IESnt{C W S t SID lN sugsrrmut rccono NcE mIH AS:IU 02992 AND IIXllT
PRzuMIMRY OSERVAIIoNS At'.lDlOR TESr RESULTS VERB IIY REPORIED TO: B 6 B Excavating
S" Urton S.L. Pawlak
NB.O OBSEN/ER APPRC'VED FY
:"J.H"#i:l,i.ltl'-!ilt'nli:;:::;,",,,","n;i;Ci-conitt"ction,*Aitn: ..1''1r.. Denlry^Annourl
iri3 Eili;ti;intil'rttinl Mr' .Les I'ibod;
a ,rr.r J *@-, -rraL
trrr th GIClqr a/I
thcn€Northcrn.lnc.C.rrdha fr*r-r -l t a-d.5
REPORT OF FIELD NUCLEAR DENSITY TESTING
^t
A |lnut nF Gtnr rE orxtl Dt rtnE t.{ crrnw!. ,tL trtGn rv at tr'D At nl c0tr|l!ll!-t|l}TtlT' 0r qt crn'rl ,'l' l'l'T tit{anDl 'ti l.rli'E}'
trr. g, lr^rrtrtnL 6Drltlor.. rtt ?xli,ctr tnrtt (trt Eo.er.rl rr-rr arrtrii'o-rrr-nio nirrr ql rlvlllx ,rttrt a- trlfat ml I ottrtLo (t llnt ltto rt
G.r.FlIn r rr{rrt o|rrt rl$rrf,l|ml A^f lotlrllr lu lEltrl
^ 'n
i.- ., *lTiii-lr." .. -ir-r-
- .. .,'.-. . r.t
TO: TOI{N OF VAII JOB NO.4 J9_8 90 DATE 11-20-90
fl|itr"njtiostan
Berrvman DArLy REpoRT No. r27 snEEr 3 or 4
Vail CO 81658-0100 . t1tvolcE No.
PRqTECT Addition to Vail Ttansportation Center, Vail, Colol4do
--.*BSG=Below Subgrade
LOGATION
DEPT}I OR
EL.EVANON
(FEEr)
IAAOrlATOTTT REI-o
PSCOTT OF(Re^rrt4/
rr^)oruv)
o|n |l€t)
SOIL TY?E
IEST
NO.
I,IN(IMUM
DRY
OFJ{SIIY
(pcf)
OPllMUM
MOl TURE
CONTENT(x)
DRY
OENSTTY
(pcr)
MOISruRE
CONT€NT(x)
466
467
30r South
Grid Line
5t South
Grid Line
of Line
31.5
of Line
51. L
A,
1 0 | BsG*
OIBSG3
136.0
156.0
5.9
5.9
!
129.8
130. 8
7.5
6.9
95
96
Slightly
Silty Gra-
velly Sand
sl. Silty
GravellySand
Mlchael Barber Architecture.
COPIES Attn: Mr. Scott Wilrd;
Anderson € Hastings; Itlr. Gary }lurriarr;
PCL Construction, Attn: Mr. Denny Armour;
URS Consultants, Attn: Nlr. Les lVood;
S. Urton S.L. Pawlak
REu) OBSERI/ER APPROVED BT
Chen€Northern,lnc
-i.rrha lr+E .ra sdf ra.
REPORT OF REINFORCING STEEL OBSERVATION
lt l rrnr.t lDtr6lD,t lt ct-Ixtr rr irc rro o-tllvl!. rlr E|!|!. 'Jr tllrTt?D t 'rr oofrotxrr,t FEi'rY F qt? ctttttl ^'o
A'nwArDl lct t1F E -
ryrr d- sl^rrLrfll oororpo.r oi mftrctt tr.t (n ifo,afl€ c.r rlofr-c-iffiil fdiii€-qr rirtol lp.i;nt :lrto ill E trlcr tr- rtrrr ft:ur{r a
dianro utlL ottr't tmrcrrTt lrf lclro ro t{ rnfirrt
| 'rr'.- ., r,.lTttfr-l nr r .."'\.-
arti |q Graila afO
TO:
TOWN OF VAIL
I Attn: Mr. Stan Berryman
75 SoutJr Fa.ontage Road'VaiI, @ 81657
PRUTECT Addition to Vail Trans
JOB NO. 4 398 90
OAILY REPORT NO.
rwolcE No.
DATE: L1-20-90
t27 sHEEr 4 oF 4
ation Center Vail. Colorado
SIRUCIURE Retaining Wall, Stair No. 12
co|l.tr{nl
Inside Face
Inside Face#4 e 12il 0.C.
#6 @ 12il 0.C.
72.O1
80.0 r
65t South of Line
A, Station 8+58.3
to Station 8+83.8
SP€UTEAIUI* SIETL GRAD€!
R€llfrncNo curM.$lEss:
ctE R^ltcE lllo covER
sft ctlto! sPEcrE rl)illlr
AAR ST'PPOfrF: TYPE
Fnrs|l
HMflT
60
Clean
As Specified
As Specified
EI rus uso
O snop Df, nmt usED
O cornrmn rnnseP
E nlr-1rc ogsEn.ATxlN
El prrr-nug octnv noll
UPt GE OOLlrnNC€
UET PRGf,CT UET PRO'ECT
F€TIUIRO'E{TS RANNROIEXTS
S. Urton S.L. Pawlak
NEU) OBSEFryER APPRCA/ED SY
Michael Barber Architecture,
COPIES a++n. Mr Sr.of t Ward: Grr.v MrlrrainCOPIES Attn: Mr. Scott Ward; Gary Murrain
PCL Construction Services, Attn: l|r. Denny
Armour; Anderson S Hastings;
Chen€Nortlrcrn.lnc C6nirlr'1{ :nClt!.-r o"J Scl-tt 'tt
REPORT OF CONSTRUCTION ACT]VITIES
To: TowN oF vAItAttn: Mr. Stan BerrYman
75 South Frontage RoadVail CO 81657
PRATECT Addition to Vail Transportation Center,
JoB No. 4 399 96 DAIE: 11-26-90
0AILY REPORI NO. 128 SHEEr 1 0F 3
rtworcE No.
Vail, Colorado
WFAIHER CONOMONS AND TEMPEMruRE Clear - 35O - sOOF.
Cl{Ettl-NORtHERil'S Sm ACIMnES Inspected the reinforcing steet placed in.the cap
of the west wall of the Level 3 steps on stair No. 12 and the caps on the stair can
walls, Level 3, Stail No. L2. Also tested and observed the Mix rAf concrete placed
in these structures.
VEREALCOMMUMCANONWTTHCONTRACTOR,ENGINEER.ARCHrECT'OWNER
Informed the ownerrs representative of our findings'
oPbfo,ffWu
Michael Barber Architecture 'fi)Pns Attnr Mr. Scott ward;Gary Murrain;
PCL Constrtction Services' Attn: Mr' Denny
$H{oF:r ",,, tl*tH"l.t"T"fili"tE i *""rt
ffi -sffi '"rffisoffir"^LK8fF#hiw"T'1itsffi *"ffi ffi'F #;
ifiil]lii-{iiiti-onrr rerrarm xt tocrD lo rx rtlr€'
^ 'lnts .. r[TiF lr.r .. ..n+'r-
1rrr r.. oaElu,r 4no
Cheu €Nortlrcrn, l nc -r/fria ft*-r '|a lrjlnurr'
REPORT OF REINFORC|NG STEEL OBSERVATION
TO:
TOTI|N Ot; VAIL
Attn: Ivlr. Stan Berrytnan
75 SouUr Frontage lbad
vail, co 8165?
PRuJECT Addi t i ori to va i I 'l'ratrs r'1:at i on Ccntcl ,V;ri l. Colorado
JOB NO. 4 398 90
DAILY REPOT{T NO.
rNvolcE No.
DATE: 11-26-90
t28 sHEEr 2 0F 3
SIRUCIURE Wall Caps, Stair No. 12
Band Around Longitudinal
2 #4 Top of Bean, Continuous' Longitudinal
2 #4 Miidepth of Beam, Continuous, Longitudi
nal
2 #4 Bottom of Beam, ContinuousrLongitudinal
One Ilach Face
3 #4 Inside Eace, Longitudinal
2 #2 outside Face, Longitudinal
sp€rdrEAno$s: sIErL cf,loe 60 El us usrp
REilF(nOM' Clr rlL0lEss: clean o s||oP Dn^$t{os usED
ct! R^NGE Al{D ctwEE As Specifie4 D coffrRlclon AovlsED
spucr1c! sp(ErrAT1;6: As Specified O n't!-TlllE txtsGry il'N
B R t;UptrffiTs! Tt?E El prrr-nue oosERV noN
Fll{FH ltlPt'.rcE COUtftANCEHI'c,,r ffiffift H,ffi5fl ^,-ffi,,,-'cxrluo Rg-oql|w:D
#3 Stirrups 0
12rf o.c.
i4 e 12rr 0.c.
84. 65 |
96 . 751
84.63 '
l{all Caps
Grid Lines 30 to
30.2
0r to 21r South
of Line A
Grid Lines 30-31.1
28t -32t South of
Line A
S. Urton S.L. Pawlak
RBl) OBSERVER APPR€IVED FT
MichaeI llatber Architccturc,
COPIES Attl: |rfi.. Scott ltlat{; Cary lrltt.t't':t t n
PCl, ConstTuction Scrviccs ' Attll: l'lr' Dcnny
Atnour; Antlcrson fi llasti.ngs;
^
..r{- ., *f!@t." er oc.a;orr
tra rrr. f,Lilli r/F
ClrcnONorthern.lnc Cd.r &!th-r tra S.l-l,.|t
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
TOI 1.gpg'1 OI: VAI LAttn: Mr. Stan Berryrnarr
75 South Frontaqe RoadVail CO 8L657
PROTECT Adrli ti on to Va i I 'l'rnns
JoB NO. 4 398 90 DAIE 11-26-90
DA,|LY REPORT NO. 128 rs61 3 OF 3
It{v(,lcE No.
ll;rtiorr Ccrrtet'. Vai I Co I ola<lo .
Western SPEfEAlPlls! !H-f 'llPltu t.D. Mix tAl 3||_5
/#2
cor{rElr 4%- geo
AI3ITNT TEIPERATURE
aD/
ct uuL lrvE
As Req.
As Req.
As Req.
44
49
t17
As Req.
As Req.
As Req.
0L 3246
0t 3247
01 3250
:42 Al'1
:11 AM
LL: L4AM
9:05 AM
9:20 AM
11: 25AM
:45 AM
One set of cylinders taken.r44.6
S " f,. Parvlak
APPftO'/ED FT
Miclrac I llarbcr Archi tccture Il"vrllr Andcrson g llastings; Gary Murrain;
PCL Constructiott Servlces I
URS Consultants ; Western l,lobi le;
ffif, nlt xrt Glttw* ^t! i!t'!{! rr,, trT ',D ar nq ocrrrto] .-rF t''rY r .',' d ftrri'
^'lo
rml' *' tt! 'nf,ra-D, '' ffir,,.x* oorqrrrr .rr rxrr..E ?rfl .,r ,,,or rF cu rur.uffi.ii-iifo^niil6-cr-irnirx-dniru :t lttls nL E rt'{Ilto ot lrnt rE rr€ 6
arrtrr'tD u.ir o[atl Llrrrat{lr ,f, |.rrD lo tnntrl
a iEr.- d r-{Etti-lr-r i -'r-rb
7rt tr Cll{ r./tf
Cl:en€Nortlrcrn.lnc Corrdtt{ tnCkt.i. o.d S.J- ttr.
REPORT OF CONSTRUCTION ACTIVITIES
jsn"^:rl's*l**'ffi 'xltrffi Fffi#.'[' 'sf;nor rr t^ttllD.r:i corrryoc,-g11iiirffriiii .q -T3g11l-t- rtncnn s RtstrttD Ftxt'r€ fln rrrTntl
iiliini"diiss-oriit ra r{Jrxm rnE roErt' lo rx tarrtll'
^ "'i.- d r.{iilfr-lc..r d .rntcrb
la r5 Grtld alo
To: TowN oF vAILAttn: Mr. Stan BeraYman
73 South Frontage RoadVail CO 81657
pRorEcf Addition to Vail Transportation
JOB NO. 4 398 90
DAILY REPORT NO.
rworcE No.
Vail, Colorado
DAIE 11-28-90
129 SHEE1 1 oF S
Center,
WEATHER CONDMONS ANO TEMPERATURE OVETCASI, Light SNOW . SOOIT.
ACIMIIES: Preparation and conpaction of soils on ground level of stair
No. 12.
CI{EN-NORfiERN'S SIIE ACIMNES
walk at Stair No. 12. Soils
the area be coveted, heated
Testing and
immediately in
and recompacted
inspection of backfill placement for side-
front of stairs were frozen. Recormended
prior to concrete Placement.
VERBALCOMMUNEANONWTIHCONTRACTOR,ENGINEER'ARCHNEST.OWNER
J. ltoffman S.L. Pawlak
FIAD OSERI/ER APPRO\,ED BY
cop,Es xi:l?"'*li'3::.t'fi}*;Elxi"il",".rn,
PCL Construction Services, Attn: Mr' Denny
Arrnorn: Anderson G Hastings;eTSOn G HaStlngs;ts" Attn: Mr. Les
ehen€Nonlrcrn.lnc.Co.r etf beh-t -i S.Lfl.
REPORT OF FTELD NUCLEAR DEN5]TY TESTING
ffi 'n'' tr f'., d'n/6. r!.-.cn!1"'-*''o"#U&Trg;g'm;grf rlXE * Pffi'6&'F'ffi[';'rtr-q oitrutxti o.tttutor .tr rntlclt rPrlr (n Ffo^T t'r(, qt iurc
cgtrrttD ullcl tflt.l lnrflrlxlr xr xfrrp lo fi nfl|||c.
^
.rr.- , r.[HU-lnr , ..rr..'b
tdi lh Cutlot a,/|O
TO: TOWN OF VAIL JOB NO. 4 398 90 DATE: 11-28-90
Attn: Mr. Stan Berrynan DALY REPORT NO. 129 SHEEr 2 OF g
75 South Frontaqe RoadVail CO 81657 - ' llwotcE No.
I
PRorEcf Addition to vail Transportation Center, vail, Colorado
SPECMCANOH COYPACTION & MATERIAL
MINIMUM REQUTRED IN-PLICE DENSMT 95 X AS DETERMINEO ET: AS'I1I D 1557
CONSIRUCIION CONIMCIOR:PCL Construction IESf LOCAIONS WERE SEICIED BY: Chen-Northern
THICKNESS OF UFT 8II-TY?E A}.ID NUMBER
TY?E N{O NUMEER
METHOO OF ADDING
OF EARTH MOVING UNTTS
OF COMPACNON UNITS 1
MOISIURE None Added
L Small Loader
Junping Jack, 1 VibratorfUMBER OF PASSES Varies
Plate,
Slight ly
Silty Gra-
vel1y Sand
51. Silty
GravellySand
51. SiltY
Gravel lYSand
S1. Silty
GravellYSand
sl. Silty
GravellySand
94
100
93
93
94
7.0
6.8
8.2
7.6
6.8
1,27 .4
L36.2
126.9
125.8
L27.5
5.9
5.9
5.9
5.9
5.9
136.0
136 .0
136.0
136.0
136.0
Bas e
Grade
Base
Grade
Bas e
Grade
Bas e
Grade
Base
Grade
10r lrlest I 3r South
Z0r West 6 18r No
25r West 6 5t South
Retest of #470
Retest of #4704
tr n tl TIME oBsEfvATloN E P RT 'llME oBsERr/ATloNnm *$kffix?{iffffi.frffi#ffff'
TH€ MrcLE R OO|5()uEER sfltm oF rE1|llc w s usED lN SlnEt^NluL rccono^l{cE tYnH Aslrl D2992 ltlD DJolT
BeB Excavatingand
PREUM]MTT oBSERYATIONS N{OIOR TEST RESULTS \IEREAIIY REPORIED TO: P6' Construction
PR(rcRESs REPORT Light
locations ate referenced
snow falling during soils
to the southeast corner
placenent and testing. Al1 test
of Stair No. 12.
rrta-^#".ffiffiu^
coprEs Titl?.trli'3:i.t"ftlil:l'"'o.,.
Anderson 6 Hastings ; l'lr ' Gary Murrlan;
pdi-Contttuction''-Attn: ..1'1r., Denny-Annour;
i,t3 ffiiili;iniil'nti'l' Mi. -r'es w6od;
TO: TOI{N OF VAIL JOB NO. 4 S9.8 90 OATE 11-28-90
Attn : l'lr. Stan Berrynanp.o. Box 100
uvr!'n'4'r DALY REPoRT No. 129 sHEEr 30F 3
Vail C0 81658-0100. tNVOtcE No.
PR(ITECI Atl<li t ion to Vai I Transportati on Ccntcr, Vai'l, Colora.lo
LOCANON
Stair No^ 12
DEPfi OR
ELEi/ATION
(FEEr)
LABORATOKY Rzu}
SOIL TY?EIJ/\)(MUM
DKY
DF]lStrY(p*)
OP-NMUM
MOISTURE
CONIENT(x)
Dt{f
DENSTTY(pa)
MO! TURE
CONTENT(x)
IEST
NO.
rtfiLtnt r,l.
(RtL^Trvf/
^)0rw)(xtrAl€,
47r
47Ol
4r Southwest & 4f
South
Relest of #4708
Base
Grade
Bas e
Grade
156.0
136.0
5.9
5.9
132.3
150.5
1')
7.5
97
96
Slightly
Silty Gra-
velly Sand
S1. Silty
Gravel lySan
Michael Barber Architecture,
COPIES Attn: Mr. Scott Ward;
Anderson 6 Has t ings ; llr . Gary lulurri an ;
PCL ConstTuction, Attn: Mr. Denny Armour;
URS Corrsultants' Attn: Mr. Les Woorl;
J. Hoffman S.L. Pawlak
REII) OtlsffivER APPROV@ rt
Clrcn€Nonhern.lnc.C.i..fur! frC*r -a s.|.-
REPORT OF FIELD NUCLEAR DENSIW TESTING
lr A l|J |t ||tnctl|l ro attarr rf, in! ,ro otftllttl Ar ittcttlr l'i ntrnm At rl lpturnfl'-trrrt?rY f qt offa |,o AtnEll lDl tti |l'll'E*'
rr (v $^rrrr.rl oriqrrrr. r'r rrlirn! ,i(rr o.r ilord.o cn nxiir- o*iilrrid'xiiriri-irr 'rwnrx"lrrrrnr,ru uFu:t tr a( trirD (a lfltl nt[! 6
crttr|lt lar.ltt o|llt,llrrrlLrflt |,t( rollltl, lu ll tilltrl
A rr'at., -@- , o..{y-rr
- - ..-.-. .16
Cl-ren€Northcrn.lnc.Contrrltlr'o tngl ..t orn Scr-'rH,
REPORT OF CONSTRUCTION ACTIVITIES
ffi # ffi1ffi.d'#Ef*f*"ffi,^r.K,r[F#1ffi^1'xAtr# l"ffi'ffi '[' ffifl;
diiirtii''tiilss-otttll rN rqlxni ,ec rdto lo n rntllo'
A rlinr- r ..lTiifr-lt-t .. ...r+'r.
a.fi lt . cEl6A 4IO
To: TowN oF vArLAttn: Mr. Stan BerrYman
75 South Frontage RoadVail C0 81657
PR(IIECT Addition to Vail Transportation Center,
JOB NO. 4 398 90 DATE 11-29-90
DAILY REPOKT NO. 130 SHEET 1 OF 3
llwolcE No.
Vai1, Colorado
WEIIHER CONOrnoNs AND TEMPERAruRE Partly Cl-oudy, Col<l - 32!oF !
IAIOR EQUIPTI$I:
AgfMnE$ Placenent of concrete for sidewalk and stairs at stair No. 12.
Removal of frozen soils in front of ground level stairs.
CHEil-NORTHERil'S Sm AGIMTES Testing and inspection of concrete placement.
Rebar inspection of reinforcing steel in stairs between Second and Thrid Level.
Inspection of frozen soils removal and replacement with concrete.
lGR8AL couMuN|c^IloN wI|t| coNTMgroR, ENGINEER' ARcH]rEcr. owNER
Les l{ood w/URS Consultants informed of frozen soils. Concrete could be used to
replace frozen soi I s.
APPsd*/rds#'k
Michael Barber Architecture,
COPIES Attn: Mr, Scott Ward;531y Murrain;
PCL Construction Services, Attn: Mr' Dettny
Anderson f1 Flas t ing s ;r'rrrs Attn: Mr- [,e sAttn: Mr.
Chen€Northern.lnc.Oot dt { ttfh.rt -ra S.Ln.|r.
REPORT OF FIELD NUCLEAR DENSITY TESTING
|s A urnrt pEt?ctDt rD clrr.tB Il( FtFtr rto {rl:l!twjl, rrrl ittrttt-lnf srr.nvD lS lrf €OrExrv[t fior"rtY d' of cl fttEl A|{t amllr,^rDl ?tl Fltlta-
n'r c. srlrrrfxrr ooro rr{'., rrr r.nprcn r',lr F R€s,l,r q cr mrofi'c-iGliir-pdtdiri-or -wntl irrrlonu 34!n't! ru E Dt$c-D G lrnt TrJtllc 6
ooa.trtD url.cl s||.i ,n f,r.om lf, lcil.tt x, rl f,Ell||(r
^
ir.nt- d r.lTiX-l'.. r r ..iv'!.-
t-ri fa, C*ltt a,/ao
To: TowN oF VAIL
Attn: Mr. Stan Berryman
75 South Frontage RoadVail CO, 81657
lllgjEcr Addition to Vail Transnortation Center,
JOB NO. 4 398 90
DAILY REPORT NO.
DWOTCE NO.
Vai1. CoLorado
DATE 1L-29-90
130 sHEEr 2 0F
SPEC|nCANOil COUPACTION & M^TERIAL
MINIIIUM REQUIRED IN-PI./ACE DENSIY 95 X AS DETERMINED BY: ASTI'I D 1557
CONSIRUCIION CONTRACIOR: PCL Construction TEST LOCATIONS WERE SELECTED BY: Chen-Northern
TY?E Al{D NUMBER OF FJARTH MOVING UNrS 1 Backhoe
TY?E A},lD NUMBER OF COMPACIION UNITS 1 Jurnping Jack
MEIHOD OF ADDING MOISTURE None Added
THICKNESS OF UFT
NUMBER OF PASSES As Needed
LOCA'nON
Stair No- LZ
OEPTH OR
ELEVA1ION
(FEEr)
LNDOr{^TORT RELD
PERGEXT Of
(RE Arh€l/
uD(|r.{x)osntE)
SOIL TYPE
rt-l
NO.Mr0(MUMDff
DENSTIY
(pcf)
OP1lMUM
MO|sruRE
CONIENT(7)
DR/
DENSTTT
(pc{)
MOISTURE
CONTENT(z)
468 . Retest of #468* (fro* 11-28-90)
Bas e
Grade 136"0 5.9 734.2 7.7 99
sl ightly
Silty Gra-
velly Sand
tr FIJ]I TIME OBSEfVATION El PA'TT TIME OBSERI/ATIONft.ffi{ffi#}ffi#*5ffiffi.frffiffffiff'
fi€ mrcu f, oeasu|ErEt uEnm of TESnl€ w s t sED tN SUBSI lllul
^ccofiI4r€t
WITH ASIU D2992 All0 0Jol7
pREUurMFr oBsFx\rATroNs Al.rDloR rEsr REsuLrs vERB^t"r,y REPoFTED ro, lcl :""Hff::||lt.3lo
PROGRESS REPORT
coPrEs xl;l?""1i'3$.t'fi1*:l'"'u'
Anderson & llastings; l{r. Gary Murrlan;
FCi Contttrrction,--Aitn I -ltlr. - Dcnny Armour;
iril5 c;;;,ii aints , 'Attn : lvlr. l'es wood;
TO: .pg1yp Ot' VAI t,Attn: Mr. Stan llerryrnan
75 South Frontage RoadVail CO 81657
PROJECr Ad(li.ti on to Va i 1 't'rnrrsnor-tat i orr Ccrrtcr', Vai I
JOB NO. 4 S98 90 DAIE t1_29_90
DALY REFORT NO.130 511591 3 0F
It{volcE No.
, Co 1 orarlo .
Western SPEqEAIp$3 St IP An co IE{T
AgT I IEIPfRATURE R^'€En&rl-,i 1a l'D( l.D.
TE|rto.TruC|(to.TP(EI
t{).IUE
SAICHE
IIt'E
ARnIVED
TTE
s l|Pt ED
Rf\,rr-urpil
@UI{TER
EON
R6,OUfiPtl
C{X,|NTEN
co!Pt^ElnN
;UEC YAGta^D/
cullullltl/E
f, rtn lDoq)
cArl.lo0ts
1
2
3
4
777
49
44
Lt7
01 3259
01 3260
0I 3261
0L 3263
8:54 AM
9:55 AM
L0:36A1'{
11:14AM
9:28 AM
10:43AM
11 : 28Al'l 11 : 55Al"l
B
16
24
JZ
L6 (prior
test )
IESTl[sll[?(0r)
wEr uMrTFII
(Pcf)
Ytao
@r$nHE
IE/FE-
R^Nnf
co
Rf,lrAn€
LE2
3
4 3 r/2 5.0 69
Sidewalk Stair No. -12
Sidewalk and Stairs (No. 12J
One set of cylinders cast.
-
PROGRESS REFOTT
..,n'tFe MichacI lla rbcr Architccture;
Andcrson S ltastings i Gary Murrain;
PCL Constructiotr Scrvices I
URS Consultants; l{estern l,lobile;nd, $Sff0ER
QreneNorthcrn.lnc Cdtfi E'|lt tr ti S.J-il.l.
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
Al A l|rttt{, trtlEtDa E ctrtrfl lll FtfE l,f| G;ttrt:t Ar |rto!! ^nf iitlrrD A! tt: O0trt{lll! -rt'r'titY f 'rn
(r ftnS' ArD ||'nitlU'|tpl 7t,l Flill-
rr. or Sr rry3t11l caralrnri ir rrnricrt rrrrr rrr f,o rro qr nnott'd^ninil -lriuri -ar nl|rtx lrliora- slrttt rrl oE DE.qlo (r 'nlt rllrt|l E
c(rn.f|lD ua.lt qfit |tll|rrroJtt ,ra rg||tt !0 r| lFll€.
A '.r- d >.[Fiii-lr.r r .6?-b
trr L. Claitaa ./.O
C{en€Northcrn.lnc.Conrrr0ng ttlllr-. ond Sct-'t ttt
REPORT OF CONSTRUCTION ACTIVITIES
Toi TOWN OF VAIL JoB No. 4 J98 90 DATE: 11-30-90
Attn: Mr. Stan Berrynan DALY REPORT NO. IgL SHEET 1 OF 1
75 South Frontage Road
Vai I CO g765Z ll'lVOlCE NO.
PRo.|ECr A<ldition to Vail Transportation Center, Vai1, Colorado
WEATHER CONDMONS AND TEMPERATURE
CHEN-NORIHERI1,S SITE AS1MTIES Cylinders fron 11-29-90 were picked-ti"ttJ'di"""boa'spiine;'Gboratory. Cure boxes and job fiLe also
wood Springs offile. Informed that concrete placements finished'
up and transPorted
transported to Glen-
\IERBALCOMMUNICATIONWTTHCONTMCTOR.ENGINEER,ARCHIIECT.OWNER
J. Hoffnan S-L. Pawlak
RELD OBSERI,ER APPRO/ED FY
Irlichael llarber Arcltite cture 'COPIES Attn: M1. . Scott Wartl ; 6i11y l,lurrn irr;
PCL Construction Services, Atttr: Mr' l)etrny
Aflnour: Anrlersotr f1 llasti ngs ; ..lltrs consrrl tnnts - Attn: Mr" l'es tlood;
ffi # ffi1ffi.#'#Ttrf J#R"^;..',rfi.rHF*^Jffi,r'H.tsffi f#'#.F ss;
;A;nrd -dus imr.r rearq.urs fxl rdr! lo rN tnlltr(r'
^
lr..ir-., -f@* .. .'"'i-
frir tG c[t@ a/ao
Llrcrl€Nortllent. lltc.Conr'rux, Lnglffi. o'i, sd-.(,rt
REPORT OF CONSTRUCTION ACTIVITIES
as I wnA rnortgtn| to cl rxE nr FnE Arl' .lr|r|{Lr/!3. aL Fotrt Mf srtrnntD as nr 6)tf totxltt r!rtfif/ or qJr ottr[! No a'nodz rl'l' trtl rur q-
rrw <r nlnat rs, onalrlt'tr oF rrnmnt 1r,r (n Rtunrt€ oun Rr Fcrni- E*Ft JrF;o niinrri'ori rrrnu iriole- srrnl: wu l( o6trG!rt r "Tttl rE lto 6
c€a.'ufil,, ${IJS OrrIJ! ',|!\|IA!.IIS lllt l4Eltl lo lll wnlltro.
^ nicr- .. rr..ltllll lqt !a dit"rJ-
f6.n rb. Crf,tdA 4,/to
To: 'rowN
Attn
75
Vai 1
PRG'ECT
OF VAIL
: lt{r. Stan l}crr;.narr
South lrrontage lloadco 816s7
Acltlition to Vai 1 Trarrspot:tatiott
JOB NO. 4 398 90
DAILY REPORT NO.
il'^/olcE No.
VaiI, Coloratlo
DATE: 9-17-90
76 SHEET 1 OF'
Cclrtcr,
WEATHER CONDMONS AND TEMPEMruRE Slrowcrs in A.M. 4OO - 6OOF.
CONIRASTOR'S CONSTRUCflON ASIMNES
PERSO}INfu
TIA'Ofl EQUIPME!.TT:
ASIMNES:
CHEI*I-NORTHERII'S SIIE ACIMTIES Full-time 0bservation and Testing: Structural fj.l1
being placed for slab-<in-grade, Level One, Line B-C, Grid 31-33.
VERBAL COMMUNICATION WITH CONTRACTOR, ENGINEER. ARCI.IITLCT, OWNER
lrili chae 1 Rarber: Archi.tccLurc,coPlEs rritn: lrlr. Scott ward;cnry lrlurrli.rt
Construction Scrvices, Attrr: Mr- Dcnny B" Carr
FIN.D OBSER/ER
S.L. Pawlak
APPRO/ED St,
Clrcn€Norrhern.lnc.C..rruttt t tglt -. rta S.&t.|,lt
REPORT OF FIELD NUCLEAR DENSIW TESTING
a9 ||tmA F(ntCIIrt rO clrxlr. nl: nriE r, GRFt!n ^l FIGT! 'Jrf SrrqnrD A] nr: co.TfFR -frmil/ f qn d [1Tf. ^]o
lJTrtrir,arDl rrl F tEA-
n g. stAtt$xrs. o.rrl Lar{1.6 (n F^cl! mrr{ (rl Rto nr)+ro qn r*xrid'iir:rrlip -l'tinio cr.n rrrnrl APfllot'A- s^rrLB rrr f DE qD crrFr rdtT}ro 6
dttrrl! tr,l.[:t cnll tFrqjatatt xI rcEU) lo ol *fitllrq.
^ "i.r .{ n'. [t-t tX-l g. .. dr!,-
Fctt )a.. ClaflotA a/ao
TOI{N OF VAI I,
Attn: Mr. Stan llcrrym:]n
75 South frontaqe RoadVail Co ,81657
-
PRGJECT Arlrli.ti on to Vai I 'l.ransportati on Ccrrtctr',
JOB NO. 4 398 90
DAILY REPORT NO.
tM/olcE No.
Vai.1 . Colora.do
DATE: 9-17-90
76 SHEET 2 OF
r AS DEIERMINED SY: ASTtvl
TEST LOCAIIONS WERE StrI FCTED
155-/ UnOeI bIaD
BY: Chen-Northern
D
SPEC|RCAT|ON COUPACTION &
MINIMUM REQUIRED IN-PIACE
CONSIRUC.IION CONTMCTOR:
MATERIAL
DENSTTT 95
B$B Excavating
TYPE A}lO NUMBER
TYPE AI.ID NUMBER
METHOD OF AODING
OF EAJITH MOVING UNIIS
oF coMPACTtON UNrrS I
MOISTIJRE NAtu?n I
1 Bobcat
Dual lVhec I Itol l er
THICKNESS OF UFT AsRequircd
NUMBER OF PASSESAS Rcquired
*BSG=Be1ow Subgrade
LOCATION
DEFrIH OR
ELEVAI]ON
(FEEI)
T.ABORATORY FIELD
Pfjtc€t{r 0f(mrrrvr/
l.|Axulur)
0{lTr$6
SOIL TYPE
Iul
NO.I.,{AXIMUM
DRY
DLNSTTY
(pc{)
OPTIMUM
MOISTURE
CON1ENT(r)
DRf
DENSTTY
(pcr)
MOISTURE
CONTENT(r)
Jz+
34
35
8
9
0
351
352
3s3
5t Noath of B @ 33
4r North of B @ 3.L.5
15t East of 31 @BL.S
6l North of 32
LOr East of 31 @ 81
101 North of B c32.5
7l
6r
11 r BSG*
BSG10t
9l
Bl
BSG
BSG
BSG
lJbb
136.0
L36.0
156 .0
156.0
136.0
136-0
qo
5.9
q.o
5.9
qo
5.9
0
4
J
0
132.
),32.
732.
732.
732.
r32.
6.8
6.9
6.5
6.3
6.2
o-r
97
97
97
97
97
S1 ight 1y
Silty Gra-
velly Sand
S1. Silty
Gravel lySand
51 . Silty
Gravel lySand
51. Silty
Gravel lySand
Sl. Silty
Sfi"sll{9'"u
urave I Ivbano
EI FULL TIME OBSERT/ATION tr PA'{T 'IIME OBSEMr'ATON
ris [.FCrr pFDrlrr! q'ttDt|lt flmto a.t l Rf:lrt.t of on orrsatr rnrlr (r Flu t't a:tw-t{l. lf tt^\t RfrrD of lllr cr.lrR^clltl ro cotntn ( lPttYll|q ni
ErEfr|lxDfr ctrr''rdr f frtxl Alu rxrlilrtrr m ru u,rnr€ nrr nur-r urri qh on*hnn s rxr frstivttl<r -orrMtxttc llst! At: ! lt of nF ml or-Y
ls cfrfvr! ftfccrs*r m a^rrn^lt qn mjwrjnr .,urrotxj{r. nsr urr rni liii lic'.:ci orsn ron oft{Kt{s (rl wr|€llnJl lllt tlL]. rt!]:r surp{ro4
IHE Nt Ctf R D€DI9o|IEIER Ufn|oo OF TSnr|G WAs UsfD tN sUt!sI^}{Ir L lccoRo l{cE rvIIH /Lgu 02992 Ar{0 0JO17
pRzuMrMFy oBsER/ATroNs AlrD/oR TEsr REsuLE-VER0ALLY REPoRTED To: -l?,: Io:o ^^--..,-^-w/ll-l{^\ t.oncrrltent<
PROGRESS REPORT The aboye tcsts were pgrformed on the structural fill being placed for
slab-on-grade, B-C Line, Grid 3L-33 of new structure.
coprES Xi:lli"'rli'3:i.t"fili.::cturc'
Anderson 6 llastings; I'hr. ' Glry ltlurrian I
PCL Construction, Attn: i'lr. - Dcnny Amour.;
llRS Consrrltflnts. Attn: I{r. Lcs hrood;
Clren€Nofl.hern.lnc.Conrirlrt,g [n91.t ... o,td s.'|r.(rri,
REPORT OF CONSTRUCTION ACTIVITIES
as A qmA Fn rrloa to clrxnt ni: t'i-'FE rro (tttttlwf" ftt itrctr:t ant irtrrtrD a.! trr corafmw rF .ftrY ct' (l,r t:fxra po lurqu ri |lll n,|r g-
f('n^$'.xtscqtFF6.Friltw:ntFGlmFtfi^'i'€orrar.rgf-rs'dr.sr.rii-urtriuttoorxrrrnu'riiriri*rr.5.{Puj'rrU.tID6F6@ofl,1flTIJTE
coqrrn_o uLlss olrt.f, Arlw€tlrxls ,rtf, llll|ltt lo fi lnllrEt
a tr'.,tr , rFliill "* 'f o..ntqJ..
f..r rh. C||ttota a/lt
7n.
TOWN OI; VAI L
Attn : ltlr. Stan Bcrrynan
75 South lrrontagc ltoadVail C0 87657
PRC\JECr Addition to Vail 'l'ransportation
JOB NO. 4 398 90
DAILY REPOKT NO.
rrwolcE No.
Vai 1, Coloraclo
DATE:9-_18-90
11 SHEET ut-
CcDtcr,
WEATHER CONDMONS AI.ID TEMPERATURE ClEAr, 4OO - 6OOF.
CONIRACTOR'S CONSIRUCfl ON ACTMNES
PERSO}INfu
II\DR EOUIPMENI:
ASTMNES:
cHEl.l-NofiTllERN's SITE ACTMTIES Full-tine 0bservation, Testing and Inspection;
6:00 A.M. Concrete being placed for topping, Level 5, Line B-C, Grid 30-33.10 and
walls Stair No. 10; Density testing of backfill being placed at extcrlor walls of new
structure, north of C Line, Grid 34-39 and Stair No." 10: Reinforcing steel being placed
for Stair No. 11.
VERBAL COMMUNICATION WTTH CONTRACTOR, ENGINEER, AIICHITECT' OWNER
coprEs xi il ?"
trl.i'3:;.t';,'ii:;
ilx'y" iru .,.o i,,
PCL Construction Serwi.ces, Attn: lt'lr. Dctrnl-
Armour: Andcrson & llas L i ngs;
tjttS Consrrltants, 4ttn: Mt'. Ircs llloorl
Chcn€Nonhern.lnc:C..-rU.{ Lnd.r-r rr Sd..ir.t'
REPORT OF FIELD NUCLEAR DENSITY TESTING
AJ A trtm!\t pE'rvgrrx m d"frtl n|| nnE
^r{)
otttatrtr, At Ftt{n-rl tif srFrmlr A.t nt c.tr-u}arl^t PtlcfiTr (r (l/i cl fxlro,[mlF;JATDI rI F,nr -nq{ or sr^Irrf}.Il ffrQl uq t (froprc.lt rn(p m RForr{t.to cr, RU\rn! 6 Rt-itttt{t Pfrot{, ax rErtI}l lPPRwa- SAIIIJIl Afr O( D6PqLD q: ArTfI TuTtl9 6
co|?unD l,|'lt (mlt tnAr€rjaxrr |,tf ,amID m ur wrlrlrq.
^ m-n - .. *@] r-" ., -,.F.rr..
rifi rb. cvfto7 a/a{
TO:.TOIVN OF VAIL
Attn: Mr. Stan llerryrnan
75 South FronL:qe RoadVail CO 81657 -
PROTEGI Addi !i on to Vai I 'frarrsport;rt.i on Ccnte.r.
JOB NO. 4 398 90
DAILY REPORT NO.
fiwotcE No.
Vai l. Coloraclo
DATE: 9-18-90
l7 sHEEr 2 oF
sPECtncAnoN coltp^cnoH & MATERIAL
M|N|MUM REQUTRED |N-PLACE DENSny 95 I 45 DtrTERM|NED rI/; ASrM D 1ss7 Hxlirr.,
CONSIRUCTION CoNTMCToR: BQB Excavating TESr LoCAItoNs WERE Sn FCTED trf: Chen-Northern
TYPE AI.ID NUMBER
TYPE A}lD NUMBER
MEIHOD OF ADDING
OF EARfi MOMNG UNITS
OF COMPACIION UNTIS
MOISTIJRE Na rr rr:r I
1 D-3,
Dua 1
L Front Loader THICKNESS OF LIFIAs Required
Wheel llollers, NUMDER OF pASSESAs Required
3 Jumping Jacks
2
*BSG=Be1ow Subgrade
LOCATION
DEFIH OR
ELF/ATION
(FEEr)
t,ADOIIATOR/FIELO
PFXCf-lrT OF(REJnvf/
t(^x|l.tru)ofi ro
SOIL T'PE
rc>l
NO.MAXIMUM
DR/
D[NSnr
(pcf)
OPTIMUM
MOISTURE
CONTEI.IT(t)
DR/
DENSffY
(pct)
MOISTURE
CONTENT(t)
554
55s
356
357
558
359
4r 'North of
C Line @ 36
3r North of
C Line G 35
6f North of
C Line @ 34.5
3t North of
C Line 0 38
4t East of
Grid 59 @ A2.56r East of
Grid 39 @ A4
111
10t
9t
13I BSG*
BSG
BSG
BSG
BSG
BSG
8r
8l
136
136
L36
r5b
136
.136
0
0
0
0
0
0
5.9
5.9
qq
5.9
5"9
r.>z
151
131
131
131
131
0
9
7
A
5
8
'7n
7.2
7,7
7.O
7.3
7-2
97
97
97
97
97
97
S I ight ry
Silty Gra-
vel1y Sand.
51 . S1lty
Gravel lySand
51. Silty
Gravel lySand
51. Silty
Gravel lySand
51. Silty
Grav::1lySand51. SiltyGravel lvSand
EI ruLL TIME OBSEfIi/ATION N PA'{T TIME OIJSERI/ANON
tlis ifF('lf FtLJirat! (n.D'|r tItrrED at l nEtll| T i)f Oi,n o.nriv txl|' of nu Pt rarvfxt. nf, tr\,f EflfD Olt lnr c{lltRfa.lof lo oFalroJ( ,JitrLnt g nf
'rFctrdtHd,oo,..cTtwl'rf'rT^'|U|,o61r'timl|ll.t,|,6,|oll|lllg.lwl''|u,ltol*t'i'n6x''.rE'i|.|6(PF'l^Dq6'.Iljrsr,r€t4^/.rAS Rl.wtl) rarcurl^ir Io t lln rt d.n flBaFr{i.S Juuqtlurr. rtsr tAtA r,lf ft'l I|t: :rotl balt! tm 9fl{x)tls o{ $lrtl|Ur lt|f ULL utlnr 9tufrAlxr6.
rHE N(rcte^R DOTSOUETER UElltOO OF reSnrc WrS Us[n N SUt}srA{TliL ICCORO }lcE tYnH AsI}l 02992 AID DJO17
PRzuMtMRT OBSER/ATIONS Al.tOlOR TESr RESULE VERIIALLY REPORTED TO: Les ltiood
r,rlll n q Con st' 1t ant s
PROGRESS REPOKT
ior wa11s north
The above tests
of C Line and east
were pe3:forrned
of Grid 39.
on the backfill being placed at extcr-
coprEs Xi;lli"'*li'3:;.t'fiil*:cturc,
Arrderson {i llastings; llr, Gary lr{urriiur;
PCL Construction. Attll: ltlr. Dcnlty Arntour;
llRS Consrrltnnts. -nttlr: Mr. l,cs Wootl;n8b cdgsiiEril/ER AF
Clten*Northcrn.lnc,Or-rtltf t^glr. ita sd-tr',
REPORT OF REINFORCING STEEL OBSERVATION
Ar l r rnrr( FEtfElDt to clrxrt rlrt ntE lrl' dftnvft aL irFctlrt rat grrrrrb rt nr cotrflmlt--PrtlrtY cr dr ctfxrl r,o afiuxt,rlDl rf,l AJE
'cA-," o. st^,,rrxrt grqrrrprr oi rrti.cxt rrtrtr cr .ro i.€ qr mr.ofr'u*iGnil -tr;tnri -qt rr nfl /vrnxA- f, l?t"Et nr f t(Fqr! or rtlrr TEln€ 6
c!./nl D uu5 ('|l(t fGu|lxfit Lltt ,al!!.u, lo H lr$r|q.
^
,*,,8 .t r'.lTrtrll rr r diF.r.
tF'i t!|' f[lt! a/to
To: JoB No' 4 398 90' DATE: 9-18-90
TOlllN OF VAIL
Attn: Mr. Stan Berrynan DAILY REpoKf No. 77 sHeEf 3 oF 7
P.O. Box 100
Vail CO 81658-0100 ll'fvolcE No.
PR0'IECT Addition to Vail 'l'ranspor.t a t i on Centcr', Vai I , Colora4o
-
STRUCTURE Walls
r.GAIlOl B-ryArofl
RfItF'ORClr'rC @unofls
1/8nC-iL ltoftzoiffa
Stair No. 11
Stair No. 11
Stair No. 11
Stair No. 11
Stair No. 11
Stair No. 11
Level 2-3
Level 2-3
Level
Ievel
Level
.Level
2-3
2-3
2-3
2-3
18 +4 @ 18"
o-c-8.F.
2 #4x7\ F.F.
2 1t4 pn< 4146NF
5 +4 @ IB"OCFF
5 +4 MK 4147NF
2 #4 @LB',ocFF
2 #4 w< 4136
NF
10 #4 @ 16"
|.\rrDF
6#4MK4104
e 16.' O.C.
1.2 +4 rM 4 r03
@ 16,' O.C.
2 #6 Bott,rm
2 #5 Top
4 Rows *f4 @
16" 0C
Section D
Section D
Section D
Section E
Section E
spEcrEAllots! stflt. GR E 60 E ruxs useo
R€rcmct c ctE lrtr,trst} Clean El soe ogllr$s usED
cttARATcE Alro @vft As Required El comnrcron 'rovrso
sPuclllcr sPEcrrc rut$ As Required 0 ruu'-lue oosERY noH
n R g.PPoRnr: Tr?€ 2" Chair El plrr-lur oosav rloN
Fll{FH tlPt/ACE COI'llPt }lCE
Hoctr ffi,ffi #flr,ffiifl or-ffi,*m[N tNlTr rtY htlol, DGTNq) RE_EOIIINS)
PROGRESS REPORT
Michacl Barbcr Architecturc,
COPIES Atttr: Ivlr. Scott Ward; Cary I'lurririn
PCL Construction Services, Attn: llr ' ftcnny
ATrnour; Anderson & llastings;
IJRS Consultants. Attn: l'lr
B. carr S.L' Pawlak
FIELD OBSETWER APPROVED BY
Chcn€Nortircrn.lnc Ca.1lft{ ttr{}|irt o.{ 5d-rr.{.
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
At A t{tn,rl t'Ffcr llo e{ttarl, tlf FlriE lro ollllYtr {! Fat(,rrt An( rntrrrD At nt: coTrf''ut--rfd"trY c/ (rrr cr fxE l}I, am-nu^tpl tPUU -
r r grvtlrrt ottclttr',' qr rrr;ctl Tr.ta rrl ,Qorr)t,o a,n mtarrt'drii ib llxlo -ttn mnrtx '$Pf,wrr-
grtrrt r',t ( lr'rqtr o c,- rrrol T6tr€ ts
crlrtftD lr(Itl oltrt ,fl{rlraxll Art lGr-D ro a "llllrq
^
nrrt' , u.fiiiill r-r ef .-rt rr-
t6 t\ C|Ill{ a./to
TO: 1'g1y11 Ol; VAI l,
Attn: Mr, St n llcmyrnirn
75 South Frontage Road
Vai1 CO 81657
JOB NO.4 3e8 90 DATE 9-iB-90
gALy REpO11T NO. 77 5pgg1 4 0F
qSqrECf A<kli t i orr to Va i 1 'l'r'anspolt ir t i on (,'cn tc r: .
[.{\otcE No.
Vai. 1 . Cololado.
Western
srrPPlJER lqobile
srErE^Tlo$s slrruP
ll0( t.D. c 4500
3"-5"An coNIElt 'D6 AvcS.
Ar,nto{T turTpEneTuflE twec€ 600 - gOoF.
TETl{t IRrrcx
ML
Tc|( T
tro.
Tlu€
n Tcltcl)
lluE
AUS/g)
1lr4€
sAIPtg)
Ff]'o(l'|ION
@u}{fr.R
ttrolN
RE\OIJ'I|oN
@uNr€n
@UPLEIIO}I
CUBIC YINDS
t-o D/
CIJIJUTAIll/E
AIER AOO@
a urt.s
t
z
3
4
f,
6
54
100
119
ro4
't11
46
1t4
2328
2329
2330
233r
2332.
zJ5 5
2334
5:40 AI4
6:01 AM
6: 19 Al"l
6:36 AI'{
6:51 AM
7:04 AM
7:11 AM
6:00 AI.{
6:1.5 AM
6:30 AM
6:42 ItI4
7:00 AM
7:16 AM
7:22 Itlui
6242 IINI
As Req
As Req
As Reg
As Reg
As Req
As Reg
As Req
As Req
As Req
As Req
As Req
As Req
As Reg
As Req
B
16
24
32
40
48
56
5
3
g
a
g
lESr
ML
sllr?([L)ln
COilTEXI(r)
TET UNTf
f,ffHT
(Pcf)
11o.n
coNcftEIEIBapf-
'uTI}REcF)
ttEl/Af,(s
J 4 3/4 6.4 139.3 IU 4 cylinders cast
-
PROGRESS REFORT Time observed on all trucksSample taken from dluclc. Punp in use.
clP'Es X,1::H:" T'il: :.il;il':#",,,u'.'o,,
PCL Construction Scrviccs;
UllS Consultants;
B. Carr S.L. Pavlak
RE..O OBSERVER APPROVED TY
Chen€Northcrn.lltc.C.alrlth ftqb.{. o{ td-abL
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
To: 1g1vg ot; v1tr, JoB No.4 398 90 DATL 9-18-90
nttn: Ilf . Stan llc rryrnan
75 South Frontaqe Roact DALY REPORT NO. 77 SHEEr 5 0F 7
Vail CO 81657 tNlotcE NO.
PRGJECT Adrlition tn Vai I 'l'f irnsl)o1't:rtion (lcntcr'. V:ril . Colorado.
WesLernsnm llobile
SPEIFEATIOiIS: SUrUP
ro( r.D. C 4500
ali r:ii
A,R coNrENr T/" Avs'
Alrrr r ranpERAruRE nrlrcE 600 - gOoF.
TEs'
M).rnucxtrt ncr(Er
M'.nr€
BATCHr!
.IIUE
ARm/@
'nu€
sr!PIED
Rf\Outrntl
CDU TER
rEolll
Fr]DUrrnr{
@I,,NIER
couPrfnotl
iU&C YAG
to^D/
cl,HUI.AIIVE
IYA'ER ADO@q u-q.es
B
9
10
11
L2*
13*
t4
i4
100
119
44
104
1i7
46
2335
2336
2337
2338
2339
2340
2341
7:17 A]"f
7:23 M
7:31 AM
7:37 AM
7:49 AM
B:00 AM
B:OB AM
7:30 Al't
7:42 I'J'I
7 t44 ItNl
7:51 AI"{
7:58 AI"I
B:10 AI"1
B:21 AI.4 6 a z4 /{rvl
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Reg
As Req
As Req
As Req
As Reg
64
72
BO
88
96
704
t12
B
4
g
g
g
g
lESr
HL
slll?(nr)Afi
CT}IIT}{T(r)
WET UNT
wm]{I
(Pcf)
Ylzu,
CONCREIEIDIPE-
RAIT,lRf,
cr)
RET|^TU(S
14
12*
13*
11/)Elalance of concrete rejected by contrac
Lor. out of spec: on slump
30 minute delay to npve pump.
30 minute delay to move pump.
PROCRESS RFPORT
r"'lplF\ Nlichacl llarbc r Architcctulcl
Anclcrson $ tlastings; (iary lrlurrain
ItCL Constructiott Scrviccs;
UllS Consu ltatrts :
B. Carr S.L. Panlak
FIELD OBSEruETT APPROYED TT
At^|.,nt.(tiIGTD|Dct'x't'T('rfrf.r'rtor'flft^lti'F!.nt^/lfl.i..r|rltA!'(c0.u}rrt^tl'('?ITYC-(r|rdI}.r:||}{)Amr]fo^rD|'DR||lltx^-rlr. {F gt lrrttfil or.crrtrot Gr rxtf,..cr rtrtr qrt rrtor,itt€ qrr ntrrrE-d^*irlil -rrrnp q-r wttrx llft(ra- :t lrrtrJ trr. E 0cru{o cr xltr ?cttD€ B
corai.fllt u|t|:! ol| anErrlxtl rrr IrfrD ro rrlrxr
^
lvrrt- .. r.[lf tTlr.r rl reaecrr
76 b CLll l{ a/lo
To: 19v11 ot; v1rr, JoB No. 4 j98 90 DAre 9-18-90
Attrr: Mr, St irn llcrr:yur:Ut
75 South Frontage Road 0AILY REPORT NO' 77 sHEEr 6 OF 7
vail co 8L657 tlwolcE No.
PR(UECf ArLli ti orr to V:ri 1 'l'rrll slx)t. t l t i on Ccntcr. Vai I . Colorado.
sftrrrc Tf,)it* sLrruP
tlD( r.0. c 4500
Afl @|{IE}|T v" Attg.
ATIENT TEIPER^TURE R^}$E
Western$ffi uobile
3'' _5rl
600 - 900F.
IEST
NO.
Tnrcl(i0.IIO(EI
l.l(r.
llu€ll TcHq)
I|u€
Arm/@
IMEs ltPt.ED
nn/OUfiPil
@ulfrEn
rtroll{
REVOIJ'INiI
@ulrrE t
couPt-E[lorl
;UBIC YAM
tAr,D/
CT,IIUIAIIYE
WA1ER I}OED
o r.l-otrs
15
16
L7
1B
54
100
119
44
2343
2344
2346
zJ.+ |
B:58 Al4
9:20 AIvI
1O:OBAM
1O:3OAM
9rLl AM
9:40 Al4
10:40AM
10:46AM
9:30 AI,l As Req.
As Reg-
As Req.
As Req
As Req.
As Reg.
As Req.
As Req.
t20
r28
tJo
r44
g
g
g
4
IESr
}{L
su[?
0!r)
Arf,
O(}{IET(D
UET U}T]lr
YiEOHT
(Pcf)
YITID
CONCREIE
ID.P€-
RATI'8E
cr)
nfl ld(s
15
Ib
6 7.0 138.6 '77 4 cyl inders cast
Concrete rej ected by contraetor;
Out of spec.
PROGRESS REPOKT
^nDtrq
Michac I lla rbc r Alchitcctui'c I
Andcrson I llastings i Gary l,'lurrain
PCL Construction Scrviccs;
URS Consultants;
B. Carr S.L. Pawlak
RE D OBSEF/ER APPRWED SY
Chen€Nonhcrn.hlc.C,.n rtlrt' tnlkFr s'a :,t'rlt L
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
A! A ||ru.t ?ErrGrDt D alrxl!. r( ftf E rr.' txatrlwl al irr('rr:t r,lf !(iarlrt! rr nr: colr!1u{'--lilffi c- crtr drrr* r}o '|mmr^ru{ ttri Fln-Ea-
rnx q ltaltt tlm rtt€lrlrrt dr rxruct! rnrx (tr if,or{t€ q,. rc^or#'c.^rlririint'nilrri-u.r -rrnllx /fPfovrl- Sltf'trJ tll [f ottqrD tr ,tntl lcrNo B
oqatIIID |ttL! cntt ,riraflLxtt AI rqrl' lo r| ffn}|q
A rrrt- r s.(lj[flr-t .. ..'rr-rr.
lc r|a ctallaf a,/ao
TO: 16ryp OI: VAI L
Attn: lvL-. Stan llcrr.ynarr
75 South Frontaqe RoadVaiI CO 81657
PR(IJESr A(l(l.i ti on to V;ri I 'l'r-a n stror-t;r t iorr
JOB NO.4 398 90
DAILY REPOKT NO.
ItI\/otcE No.
. Co l orado.
DATE 9-18_90
77 sHEEr ? oF
Ccrrtc t'. V;ri. 1
Western sPEtrrcAlD S sr,lrUP ?|| trrr /^n co rEr{T 4/--tr4
AligolT 'IEIPERAIURE R IIGEl,lobile t u l.D.A 3000 600 - 90oF.
TESTil).rxuct(t{L
TCXET
M'.
Tlu€
IIAICHE)
lluE
AflN ED
Tll,l€
SryP|ID
RNrcUJTpt|
@UHTER
EtrW
RE\Ourrr)tl
@UNIER
oouHrnoN
CI,|SC YAffi
t-o^D/
CI,UUlATIVE
WA1ER ADO€D
aAurt.s
I
a
104
IT7
46
2348
2349
2357
11 :2BAM
11 :55AM
12 : 30PM
1 1 :40AI'{
12 :05PM
72:.4Of\1
12 : lOPM
As Req
As Req
As Reg
As Req
As Req
As Req
B
IO
24
g
4
lESrlll sLljt?
(m.)^ncxlfIE{T(r)
SET UN]I
YiEarn
(Pcr)
llttD CONCNEIE
TBI'P€-
MTURf
cr)
RETUR(S
z 5 b.d 139.4 6B 4 cylinders cast
PROGRESS REPOFT Test safiple taken f?om truck. Pump in use. Time observed on all
truclG.
^.rDrEr
l"liclracl l'|albcr Alclti tccturc I
Andcrson $ Ilastirrgs; Gaty Mulrain
PCL Constructioll Sclvlccs;
UllS Consultatrts;
B. Carr S.L. Palrlak
Rg.D O8SEff1/ER APPRWED Ff
Chen€Northern.lnc cdxgl(,rrt tngrF-t 'i Jdsara.
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
a, l ll n at titrcm,t E artxrl l'f FrrFE rro (|rlalwt al nrl.('ri:t A/tt lrrrrrrrD a! n( cufrft{ul-fn(fr|fi or fln ct fxnt ^r{'
Atooll lDl roi n|ir^_
lp. or 31argtrrr, (rrerrE r 11r rrti.ar3 nt1;r 6rt r1o.!1r€ 9r-. rr.rrf*c-irr-iiio lrjrip-qr -rarruft ltt'ttrvA- 3.lrt'lr: trl !E D(F(ltro cr rrrrr lcttlE B
cottfrut l'altr oDll leflrrratlft R- ,4ttt lo ll |trlt q.
^ 'rr.- d r-{jttXl:-t .r ...r-r-
r.il rL Oatl.. a,/ro
Chcn€Northcrn.luc.Cootr'tlD{ Lngt''*. (dd 5cr..{Lt
REPORT OF CONSTRUCTION ACTIVITIES
rs A rrrnrt |.irntE rrt r ct rxl! nf Ft-tt [o GttF-rwt, ^lr itt'ciF rr[ srtirrttD as Dr mfrntJ{rut--Prtnrr (r o(r o fxrt art aJnntlAlrd n]n F! bl-
,ytx ., <r^t Lr.r:r cJrq.rnrrc (, ..rir{;rs rFrr.r on Firrlrlo qrn ntno.nJ d^iii.inii niiiirro-ixn ltfttx ,ffa grtvJ riu [f uGrrun t ltrLi TfJnQ 6
c(r'turtD urIrJS Onlt la'| rpt|{ lll rrlf, ldtn lo lll wElrrc
^ di-nr.. , rr[-f rrf rlr-r d 6.rrsir-
rrrir ta C|I.lOr 4/S
To: TowN oF vAIL Jos No. 4 398 90 DATE: 9-i9-90
Attn: lt{r. Stan Derrynan DAILy REpORT NO. 78 SHEE1 I OFl75 South Frontage RoadVail C0 81657 llwolcE NO.
PROJECT Ad<lition to Vai.l 'fTalt sportat ion Cctrter, Vai1, Colorado
TVEAIHER CONDMONS AI.ID TEMPEMTURE Clear, 4OO - 6OOF.
CHEI'I-NORIHERN'S SITE ACIMTIES nr1-time Observation, Testing and Tnspection:
6:00 A.M. Concrete being placed for deck topping, Level 4, Line B-C, Grid 30-33.10
and beams, I€vel 4, Grid 15-LB, and !.-a11 Stair No. 11; Density testing of 6" severline
south of Stair No. 12. and bacldilt being placed north of C Line of new structure;
Reinforcing steel being placed for topping deck, Level 4, AO-B Line, Grid 36-39.
VERTIAL COMMUNICATION WITH CONTRACTOR, ENGINEER. ARCHTTECT, OIVNER
B. CaIr S.L. Pa1,'lak
FIBI) OBSEFNER APPRO/ED FY
cop,Es Xiill?"'"?i'B:i.t'fill:;ElT.'u" in,'.,",,
PCL Construction Services, Attn: lilr. Denny
Armour: Andcrson {i llastings;
llllS Consrrl tants, Attn: l'lr" lcs lvoo(l;
Chen€Nonhern.hrc-.Cir-dL|g hlrFi ri S.r?t...
REPORT OF FIELD NUCLEAR DENSITY TESTING
Al A ,t n,rt ,riotfgJrr rt clrxr* rlr rtriE Aro o(trn\{t, al rrrrttlt A f grF.rrlo A3 rrr: cqrrf,rarut,r!@firY 6 df cll€xrl rto arn(tttl^lEl trf, |lltE -
r. or srAFlrxrs, .rrEl rfr{rr!r o,r r[prcnr fr (n nto4Rmro q-" "rrq<ii-rs-iir:tiiril' rtiitio-ir,n -rmior rlrnore- 3ltl5 ru IE Dll''(E! cr /rrrl TfJrDs 6
ClIttInD l'aI:l filrt ,ffVaeuaxrr l,I foiul' lO ul ItEiD{r.
a ''r.rt- .. r..[TtX lg'r , -.r?cr-
16 r\ clllo7 a/lo
To: TohrN orr VAIL
Attn: Mr. Stan Bcrrymiur
75 Souttr Frontaqe RoadVail C0 81657
PRG|EGT Additi.on to Vai I I'rar)strortflti.on Ccnter,
JOB NO. 4 398 90
DAILY REPORT NO.
INVOICE NO.
Vai I , Coloraclo
DATE: 9-19-90
78 SHEF1 2 oF
SPECMCANOil COUPACTTON & MATERIAL
MINIMUM REQUIRED IN-PI-ACE DENSTTY 9B
CONS;IRUC'IION CONTMCTOR: B&B D<cavating
x AS DETERMINED B/: ASTM D 1557 Under Footing
TEST LOCANONS IVERE SEIECTED BY: ChCN-NOTLhETN
TYPE AND NUMBER OF EARTH MOVING UNfiS I Hoe, 1
TYPE ANo NUMBER OF coMp cnoN UNrrs 1 Hoe Tamp
MEIHOD OF ADDING MOISTURE Natural
Front l-oader THICKNESS OF UFTAS Reguired
NUMBER OF PASSESAS Required
*BFG=Below Finish
Grade
LOCAI]ON
DEFTI{ OR
ELEVATION
(rEEf)
wlonAToFrr RELD
I'r_RCS{T Of
(nfl.ATrt€/
M^)(Ur(Al)
otr^tr€D
SOIL TYPE
rt)l
NO.I/AXIMUM
DFff
DLNsNY
(Pcf)
OPTIMUM
MOISTURE
CONTENT(t)
DRT
DENSTTY
(pcr)
MOISTURE
CONTENT
(u)
360
36
36 2
363
1
60' South of
Line AO @ 30.2
6O' South of
Line AO @ 30
6O' South of
Line Ao @ 30.5
60' South of
Line AO @ 3i
11'BFG*
B'BFG
6' BFG
4I BFG
136.0
136-O
136.0
136. O
5.9
5.9
0
2
6
9
134
t34
133
I5J
o.d
6.4
6.2
6.9
9B
98
9B
9B
SliqhtlySilf,y cla-
ve11y Sand
S1. Silty
Gravellysand
51. Silty
Gra-rellySand
S1. Silty
GravellySand
ts FULL TIME OBSERVANON N PAI{T IME OBSEFVATION
n.3 itFrl piflrxMIrDat toir{t a! A ttt-llrll tr qn otfm/Atrilr (t nl n ^atr,f-Nt-
wf llAlf RntrD Otr,ntE ofr&||;Tofi lo o('flDlt,f ,''tatlr€ tt3
Rfo$.{l|.ofl,coP,c'trI''!rre||o[En,rf1o'rUt,'rr}ortrrt,,rs'r'rt.ii-n.i.'o*n.,rnsrrrrfEC^\/tl€(PFiA'|6|3'tf5E.f[|I,,ottJl|':mtY
as &r{vtl Nrcfssrrr ro qlrrurr qJn trEonurs JUt otr.r}r- tsl rlrr ri 'iiiii lit !t:il oAss ron strxrls o lllflfJt ltll rttl ucfnt srEoncxxL
NtE MrcLFTN DO'9OSEIEN r|EN|oO OF TESNNG TYA5 U5ED IN SUI}S'TA{IUL ,lCCOfi}rIICE WIIH ASIU D2902 AIO DJO17
I€s WoodpREUMtl,|Afff OBSEfiVATTONS AlrD/OR TESr RESULTS.VERBALLY REPORTED TO: VURS Consul-tanrs
'RO.RESS
REpORf The above Lests vere performed on the backfill being placed over sewer-'ii-nei'Foutti-oT'Ao l-ine SLair No. 12.
coPrEs Xiilli"t"?i"3::.1"fi:';::cturc,
Anderson li llastings; [ir. Cary lrlurrlan;
l)CL Constructiott,- Attrr:,Jr{r.- DcnLy Annour;
tllls Consllltants. Attn: Itlr. Lcs woo(l;
B. Carr S.L. Palilak
RELD OBSffi1/ER APPRWED ST
Chcn€Noflhern.lnc.Cfi/rrn{ to!J'.-r ri So,rirt
REPORT OF FIELD NUCLEAR DENSITY TESTING
ls A qmr|( PirTZGTrr{ E ctaHlt! n( trt|rE
^lr!
(lttFl w!, Al ltrifrt |,rt 3r mrr
^3
nr: cD.rDfNIr{ Pi('tt)trY 0r q,l (lJf}'nl ,JIr a'ndtl lm nnE -
rxr{ (tr sr^IIurxrt crr{lur(r6 (rr rnrA;rt rrrr| m RJo{r|'lq un nr.xnn'r n:rrvir inj'|ti{o (lJR tFtllol rPPx)\'a- s lt1-6 wLl lf Dt'tr([6 frrr ItfTng 6
oort.tttn tAI:l q t |.d}Ff,r|}.r| ,r( ,oi[ltt to !r wrflrrq.
^
?'-'t- .. *.[XUl r-r { dr?d-
.d?r ta.. C|IIOIA {/aO
To: TowN oF vArL JoB No- 4 i98 90 DATE: 9-19-90
Attn: Mr' stan l3crrymatr DArLy REpoRT No. 7a sHEEr 3oF 775 South Frontaqe RoadVail CO 81657, [wotcE No.
PRGJEGf Addi tion to VaiI J'r.ansportation Ccnter, Vai1, Coloraclo
SPECInCATION COMPACTION & MATERIAL
MINIMUM REQUIREO IN-PLACE DENSITY 95
CONSIRUCTION CONTMCTOR: B&B Erccavatins
r As oETERMINED BY: ASTM D 1s57 Hl*rt1t
TEST LocATloNs WERE Sn r61Ep *' Chen-Northern
TY?E AAID NUMBER OF EARTH MOVING UNMS
TYPE AND NUMBER OF COMPACTION UNITS
METHOO OF ADDING MOTSTURE Natural
1 D-3, 1 Front Loader THtcKNEss oF UFTAs Reguired
1 Dual Wheel Roller,NUMBER OF PASSES As ReguiTcd
3 Jumpi.nq Jacks
*BSG=Below Subgrade
LOCATION
DEPTH OR
ELEVATION
(FEET)
tnlloRATom'FIELD
PERCENT OF
(RE-ATrvt1/
tl^xu{'l)o{tr^!d
sorL r|?E
It)l
NO.MAXIMUM
Drr
DLNSffT(pcf) .
OFflMUM
MOIsTURE
CONTENT(x)
DRY
DENSTTT
(pa)
MOISTURE
CONTENT(r)
364
365
366
4' North of
Line C @ 32
6' North of
Line C @ 34
3' North of
Line C @ 33
BSG*
BSG
BSG
1B'
16'
14'
136.0
136.0
136. O
5.9
5.9
5.9
i31
131
131
4
6
7.O
7.1
7.2
al
97
97
SlicthttySittv cla-ve11y Sand
51. silty
GravellySand
51. Silty
GravellySand
EI RJLL TIME OBSERVATION t] PN{I IIME OBSEFVANON
I$ it?o{tT PnFaXOPtlD6 rUhtD tt A n6 LI Of O0{r C{rgrtW rri}.t! (f ntt n,raf }lf M, rif f r,\W mtrr-D Oll TrlF orttTt{:TI).1 TO 6HIWW ,JrftiSO lr:
rtnd{.'oE|cdr^4ftt'.T,r^,Jor,G3n,\fTolltt.t,'(rrorttr.rvtsnl'rl'dh'rrrrslrrvln*rr't('|6fiM|&|-oPf^Atpt.s.I6rs|'r€lAtll rL-fitrI x.crqqrrf .to cruRltt qI o€fi\{i: Jut)ot!f} . tlsr rArA Artr. ipr ttt frf o stl nrr cfiKras o YnlFtllul lllE utl utt-13 sftotprl)Cr|].
lHE Nt C[I^R DE|$O||EIER UEll tOO OF TESTD|G ry S US[I) tN SUESfAI{IUL ACCOfTDA|€E i$rH ASDI 02902 A}lD DJ017
PRzuMrMfff OBSER/AlroNs AND/OR TESr RESULTS \ERMLLY REPORTED rO: m"gt38r"rlranrs
coprEs xiili"t*11'3:5.t'i,:15:cturc'
Anderson Q tlastings ; l.'tr. Gary Murri an ;
PCL Construction, Attn: .I{r. - Dcnrty Arnrour;
llRS Consrrltants. nttll: Mr. Les woo(l ;
B. Carr S.L. Pawlak
RELD OBSERI/ER APPRO/ED ST
Ch.en€Nortlrcnr,Inc Lnrtt{ trT|.g.' -i t kt0r'
REPORT OF REINFORCING STEEL OBSERVATION
TO:
TOh'N OT VAIL
Attn: l"lr. Stan Berr)'nan
75 South Frontaqe RoadVail CO 81b57
PRGJECT Addition to Vai 1 I'ra.nslrortati on
JOB NO. 4 39_8 90-
DAILY REPORIT NO.
tNvotcE No.
Vai. 1. Colorado
DATE: 9-19-90
78 sHEEr 4 oF
STRUCTURE eore and Wa1ls
24 Ror,rs #4 @ 12" O.C-B.F-
12 #4 vv,409 er 12'' O.C.
o.F.c.B.
t2 +4 re< 410 ? 12" O.C.T.
29 Rows lt4 @ 12" O.C.B.F.
22 +6 @ 6,' O.C. O.F.
22 +4 @ 6,' O.C. r.F.
9 +4 MK 408 Drls;.
13 +4 @ 12,' O.c.
20 +4 @ 16" 0.C. B.F.
13 #4 MK Drils-
13 +4 @ 12" O.C.1? M. +4 410 1,2,, O.C.
West Wa1l
Ivest WalL
West Wa1l
South Wa1l
South Wall
Core, Sou.th
Core, South tr1lal
Core, East Wa1I
Core, North Wa1
Bars -Core,Nor'bhwali0#4M(40re24"O.C. Splice
@ 6" O.C.B.F.
104 Rovs #5 @6,'o.c. B.F.
18 #4 e 12"
o.c. o.F.
36+4@6"0.c. I.F.
B #4 @ 12"O.C
30#5@B"
r TT E)F
19 +4 @I2"O.C
Level 3-4
l€ve1 3-4
Level 3-4
l,evel 3-4
Lever J-z+
Level 3-4
Ievel 3-4
Level 3-4
Ievel 3-4
level 3-4
Stair No.
Stair No.
Stair No.
Stair No.
Stair No.
Stair No.
t2
I2
12
LZ
T2
L2
Stair No. 12
Stair No. 12
Stair No. 12
Stair No. 12
sP€culcADolrs: sIE GtuDe 60 EI n-$s usro
RolfonqNc ctEArt lr€sg. clean El sloe DRA[l]tcs usED
.,r e rcE tt{o c(DE& As Reguired El corrnrcron Aotrsts
spuct g: spEcnc Trtlt$ As Required fl ruu.-lue oGERvArloN
BAR SlrPFOfiTs: WPE 2" Chair E prrr-lue offivr'lloN
Ftt{EH l}PucE @utPt }lCE
Ho*rr H"'ffi ffi'Hffi or-S,fi*-$rlf}l lNrr!{lY m{olO(^UNCD Rf,-DGIIINED
Yes
B. Carr S.L. Pavlak
FIEI' OBSERVER APPRWED BY
Michael Barber Architecture,
COPIES Attn: Mr. Scott iVarrl; Gcry l\'lu rl.ai n
PCL Construction Scrvices, Attn: Mr' Denny
Arnouri Anderson I llastings;
,.t l |lmr|t lEnGrDl to qDol nr xrE rr|, arFawl ar tttqr!! |if rT 'TtrD
At nf oorrtr n,t litrifl (r
'rt cr-l'|l]t l,o a'nurt rDl wt n'lls-
,. '. sr^ttrtxrr cararrtro' on fnuc6 rrrra ot Eo rrr. lt,, EF(rrr E rr:rrlrfD rf,]rDl.c tlr rurror 'il'nwr- tAlPuJ rt! E o(Fclrl) or ,,'.l ltJn,o B
oo|'t-fnD u(lJri ollr.r ratl}F.)lJ|rt lfi ramll| lo r rlllt€.
^
,-r.- ., r-[rfH I r-r er cqcr
1'6 lt. C|{lll a/9O
ChcnONorthern.lnc Cdrrthl tr{rr-r dr{ sd-aH.
REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS
At A rrn |t lrtrrGrDr E attxtl nf, irnt |,.' .|FtTrwJ' a! trtrrtrJ A'it titrfin Ar nr cotrDfl}|r-,rnoflr'Y r dt d ff"l' f'o 4!It!!ll rDl mi A;1tr4-
l[r tr gr lrlf,xrr, crr.E rrrr.r rr rxrircnt rfiir r'r itqr."r€ q..r mrofr-d^rrini,o'rdiir-trn -rfutttt /rt?iorA- SAlt'LCt trl E F'cLo 6 T tIR ntl€ E
coaulfrt ur|.,:tr ot}|t ,|rrr.rrxTr R ro'f,t.D nD H fmr€.
'-n r J *@* ra...rer-
f6r h Crfl lt|. ../F
To: 1gp1rg ot: vArL JoB No.4 39s 90 DATE 9-19-90
Atttr: Mr. Stan llcl'r'yntan
75 South Frontagc Road DAJLY REPORT NO' 7B sHEEf 5 OF 7
Vail CO 8L657
-trWOlCE NO.
qlqlEgf Atlrlition to Vni I 'l'1';ul s l)()r't ;r t ion CrrnLcr'. V:r.i. 1', Colola.lo.
l{esternffi r,aobile
SPEFICATIOTI$ 5TIJUP
tut.o. c 4500
2n qrl
AJR @r{rrt{r ry" AvS.
ATlgE}{T TE,IPEMIURE R^}TCE
lESr
M'.Tnrct(t{L
ncxEr
Mt.
IIME
OAIGHg)
.IIUE
Annf,/g)
.IIM€
SAIIPLED
RA&trrnoil
@IJIJIER.
EOIN
RE}O{rrnoil
@UMTEN
COUPLETK}II
clrBc YAffi6^D/
CUMUIAIIIE
W IU irDO@qrJJ-Ons
1
z
3
4
f,
6
7
117
54
ro4
44
46
rt7
54
2352
2353
2354
2355
2356
15) I
2358
5242 NtI
5:59 All
6:48 AM
7:06 A1.,I
7:19 AM
7:35 AM
7:50 AM
6:00 AI'1
6:25 Al"1
7:01 AI"1
7:21 AI'rt
'7:32 IIYI
7 244 AJI,I
B:02 AM
7:15 A}4
AS Req
As Reg
AS REq
As Req
As Req
As Req
As Reg
As Req
As Req
As Req
As Req
As Req
As Reg
As Reg
I
16
24
JI
40
48
56
72
B
15
15
B
6
I
rEsrln su,l?(0r)
TET UNTT
YEOHT
(Pcf)
YITI.D
colrcfi€lE
TE|rPI-
MTURE
cr)
ff14r0(s
3 4 3/4 6.5 139.5 65 4 cvl.inders cast
PROGRESS REFORT Tesb sample taken from.-trucl<. Pump in use. Time observed on all
trucks.
^nDtFq
l"li clrac I lJarbcr ArchiLccttrlc;
Andcrson I llastinl;s i Gar-y lr'lulrain
PCL Construction Scrviccs;
UltS Consultatrts;
B. Carr S.L. Pawlal(
RE.D OSSERYER APPRCIVED FT
TO: 1'g19g 0l: VAI l,
Attn: lrlr. Stan llcrryrlarr
75 South Frontaqe RoadVail C0 81657
JOB NO. 4 398 90
DALY REPOKT NO.
[.n/olcE No.
Va.i. 1, Color:ado.
DATE 9-19-90
7B SHEET 6 OF
PR(UECT A(lditi orr to Vai. l 'lransl)()r't;rt ion Ccntcr'.
Westernstt!+n lbbile
SFE!rEAIIOIfr: slt uP
uu r.D. c 4500
3''_5"An coNrE}{I 7,4 A'fg'
Ar TEXT TU|PtRATUR€ R^NO€
IEST
10.Trucl(
ML
IIG|€T
M'.nuE
BAICHq}
TUE
ARNWED
'nuE
SATPLED
RE\ACUNEN
@{JNTERlroel
RF]IO(UTIOI.I
@UNIER
couPt^EIlor{
CIJTTC YANE
tt,JD/
CUIIULAIN/E
TYA1€R ADO@qAlrof.s
tt
9
10
104
44
49
2359
ti6u
zJo 1,
8:04 AIl
B:23 AI"I
9:13 AJ"I
B: 12 ArY
B:30 Alf
9:24 I*'l
As RecJ
As Req
As Req
As Req
As Reg
As Req
64
BO
5
g
a
lESr
ML
su[?([q WET UNTT
x,BoHr(Fcf)
YE-D
@flcruIElorPE-
R^ruRE
co
Rfl Rt(s
25 minute dor,in time to move pumF truck
to Level 4 Beam location
!
PROGRESS REFOFI Time observed on all ttucks. pwnp in use.
nnDtFq MichacI llarbcr Arcltitccturc l
Andcrson I ltastings; Cary tr'lurrain
l'CL Constructioll Scrviccs;
UtlS Consulta ts;
Clrcn€Northcrn.luc.Cdrsltt{ t/tgrF-. Gi s.rriH,
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
A.| A qrru|( tF tErF E qtxl|. nr n|rt A,{t (rlilavr\ {l ifF rrt ^ f '.ntrtfn rr nr c('lTQq|!-fi(tr-;rY c/ crt Cttt'nl
^'/o
aml'lu^rrx tl,i ft'itrt-
r,' '. 3tlrf-'.rl f,r'{lrrr' G rrrti.cr! rir).a arr 69r{nr€ q; ncrcrn'i'd^rl-inio' nrirS-an nrttx irtnrxr- ltlt'(rJ prl. E ocrqr 0 0r \'-ttl tfjrr{r ls
oo.ruItD uaM oou ,aa|rra,|tt l,ra ,of,I.D To ll ltttl(l
^ 'ir.- a r..JfftX-lr..r J ..rr-J-
t.rn |\ CrII laa a,/t0
Chcn€Northcrn.hlc Cd-dt !t tnflt-t ti 5.Jnlr.a.
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
at a tltn|.t
'|irtE|tr
ro ctrxlt nl arFt /rro qFTL\{.rt, al irF('rl:t Anf tf.t'It a! rr cE rrrfxnAl tnF.fr"r or oar ctfrrl AamDrlAtpl Fl FlrllfA_
txr. r' crlryraxtr, oo.clr l cr rtrl.c'lt .rrrr .rr reorrrr'Ir q,r rnori:*n^iiiinio'-rrjbrd-cu
-ratttx fFG'a- s rtlcr rrL E En\rttD ct r^nIl l6Ir€ E
oor-UIID t alltlt otrtt ,fxrqoarltl ,'rt ,allD Io l{ Itltl|(t
a '''i- d rllTltl]rr .. ...nt'r-
Irrrr r.- artlli|. a,/n
TO: '1OwN Ot; VAI1, jOS NO.4 jgs 90 DATE 9-19-90
Attn: Mr, Stan llc rl'yrnarr
75 south Frontaqe Road OALY REPORT No' 78 SHEET 7 oF 7
Vail C0 81657 tNVotcE No.
PROrEgf Arltliti on to Vni I 'l'r';rnsp<rr.IaLion (lcrrtcr, Vai. 1.. Colorado,
Wegtern SPETEATIOI'I$ gUrUP 3"-5" Altl @NIBlr 4/.-8/"sullq Mobile ru r.D. A 3000 Ar/aE r.rElrpER^ruRE RAllcE 60() - g0oF.
TEI
}|('.
TNUCfi
ML
TCXET
NO.
Tlu€
Il Tcfig)
"nrrE
ARRWE
nM[
5^rlPIID
nE\,ou'Ircil
@U}|IER
ETIN
RErOUrnOa'l
@UNIEN
couPt.Ellof{
tullc YAROStoro/
cuuuurvE
w rER AOOCI)
c^tlotas
11
12
13
L4
If
46
54
i04
714
119
2363
2365
2366
2367
25(J6,
10 : l BAt'l
10:52AM
11:33AM
12: 19PM
12:59PM
1O:28 Al{
11:O7AM
11:42AM
12:31PM
1:15 PM
10:35 AM As Re(j
As Req
As Req
As Req
As Reg
As Req
As Req
As Req
As Req
As Req
o
tb
32
36
3+10+B
4
10
a
4
TESTMI s!rP(nr)f,ETUT
wmHt
(Pcf)
an coNmflEIEIPE-
R^IT'RE
co
RE ll/\TU$
11
13
2 3/4
3 r/2
6.1 139. B 70 4 cylinders cast
Water added 3 tines by FCL Construction
25 minute down time to nove pump truck
to Stair No. 11.
PROGRESS REPOR{ Test sample taken from truck. Pump in use. Time observed on all Lrucks
^r,rorFc
Mi chac I llarbc r Ar:chi Lccturc I
Autlcrson I llastings; 6ary t"lurraitr
PCL Construction Serviccs;
URS Consultants;
B. Carr S.L. Pavrlak
FIELD OBSEfWER APPROVED SY
ru: ';OWN OI: VAIL JOB NO. 4 398 90 DATE: 9-20-90
Attn: ltlr. Stan Bctrynan DAILy REpORT NO. 79 SHEE1 1 OF B75 South Frontagc RoadVail CO 87657 |I{VOICE No.
pRo.JECf Addition to Vail Tr-ansportation Ccntcr, Vai1, Colorado
}VEAIHER CONDMONS AND TEMPEMTURE PATT1Y ClOUdY, 3OO _ 5OOF.
CONIRACfOR'S CONsTRUCNON ACIMTIES
PERSONNEI.:
lilAJOfl EOUIPMEI'IT:
AGIMIIES:
CHE\|-NoRIHERN'S SIIE ACTMTTES Full-tine Observation, Testing and Inspection:
5:00 A.11. concrete being placed for deck topping, Ievel 4, Line 36-39 AO-B;
Concrete being placed for cur:b ard gutter. South Frorltage Road, Station 14+00 to Sta-
Lion 17+80; -Rlinforcing steel beinq place<l for dec]< topping, Ierrel 4, Line AG'B,
30-3G ard core ard wau itair l\io. 12; Density testirq of backfill being placed north
of C Lire of nehr structure, and 6" selverlirie south of Stair lio. 12, and backfill at
wal1s Stair llo. 11.
VERBAL COMMUNICAT]ON WTTH COI{TM TOR, ENGINEER, ARCHIIECT, OWNER
cop,Es xl:l?""1:'B::.t'fill:;[l]l"i,u,.,.uin
PCL Corrstruction Scrviccs, Attlr: [lr' Dctlny
Armourl Andcrson fi IIast ittgs;
llRS Colisrrl tallts, Attn: Mr" Lcs Itloo<l
Lllen€Nortltcnt.ln(]Con.dutlq t sll*. s.n s<lr'tj,,t
REPORT OF CONSTRUCTION ACTIVITIES
A.S A qtnlr( ri(mErxrr rt clrxr!, nf tirotE lrr' o(|l|{lwt. Al ittr(rllf rrrf s",r{mD Al nc{rfrlt}an l, lltr'tr"Y t on o.fxr[ ao amintlAlDl !o; rrH-
nurn^ttl'-xlsc.'€|'|,:q'6ontx|tw;B''o{on'nrrr,I'€o;nnrrxi*.-rsnr.ixvrDEMx'.|oo(rr'i'lluh'|o/A-s^l'1ctwltlUf0rsr'cE)or,flllBc{tf.ll'tD t|{J53 On(t ,a q|. {13 lrlf, ,4fJ, lo ll! wmlr(l
^ |r.,rt- .a |rrl lllll lqttt or ...nF.r-
I(''r rb. Crf.lOtA 'l/to
'Clrcn€Norhcrn.lrrc.O6.-di.tt trgh-r -{ !.1-aLa.
REPORT OF FIELD NUCLEAR DENSITY TESTING
ls a |r(mr|f pi('rrc|Irr ro qrxTt nf ntrtE ,ro ottFtvfl lll Farrrrrr ^rit IrrfmD a! Ilti cEtirDftalul fticfnlY 6 qt cr r€xtl. ^ro
runot', rrll trf, |r-n la_
l.r or'srAtryrtnl ffrcru.rr .r cn mFlcrt rnf m Rtqaqrrq o,r, n-r.xrin iir:rRiD pdrort qr itnu Att'no/A- srlrPtB ru |f DtFd]tD t,tltl lul]lg (l
@rurrD uru:t (mrr ri|{qr{Ntl l'I ,oilu) to $l rfir|}|q,
a d.- d -Fix l"-t d -,r-,-
Fdr r., crrf lOT a/lo
To: TohrN oF vAI L
Attn: l"lr. St:rn llcrryman
75 South Frontaqe RoadVail C0. 81657 -
PRGJECI Addi ti.on to Vai. 1 Transpor-tat i.or;Ccnter.
JoB No. 4 398 90
DAILY REPORT NO.
lt{votcE No.
Vai 1 . Colorado
DATE: 9-20-90
79 SHE$ 2 0F
SPECINCANON COI4PACNON T MATERIAL
MINIMUM REQUIRED IN_PI.ACE DENSTTT 95 x As DETERMINED Bf: ASTM D 1557
CONSIRUCTION CONTMCTOR: B&B Excavatinq TEST LOCATIONS WERE StrlFQf[p g'y' Chen-Norther-n
Wa11
Backfill
TYPE AtlD NUMBER OF EARTH MOVtNc UNIIS 1 c1-3,
TYPE AllD NUMBER OF COMP 6t-tON UNffS I Bobcac,
METHOO oF ADDING MOTSTURE Natural
I Front Ioader TI'IICKNESS OF UFTgs Required
1 Dual tJl:reel NUMBER OF PItS;SES'l\s Required
Roller, 2 Junpinq Jacks, 1 Hoe TanD.*BSG-BeIow Subgrade
LOCATION
DEtvil{ oR
ELF/ATIONItrcrr\
U\I]ORA]OR/I.IELD
PEFCEHT Of
(R0.AIrvt/
frN(uarx)
o{rTAD@
SOII. TYPE
I t-s-T
NO.IJAXIMUM
DRY
DLNSITY(pcf)
OPTIMUM
MOISTURE
CONTENT(t)
DfTT
DENStIY(N)
MOISTURE
CONTENT
(x)
36i
36t
36!
37C
4r l\krrth of
Line C € 32
3r North of tine C
@33
60' Souttr of Line A
@ 29.s
40' Vdest of Grid 1
and 65r South of
Line A
l3r BSG*
12" BSG
3I BSG
Subgrade
136.0
136.0
136. 0
136.0
5.9
5.9
5.9
rgr. s
13r.6
t32.6
132.0
6.9
7.2
6.8
7.0 97
97
97
97
Sliqhtly
Silty Gra-
velIy Sard
sI. Silty
GravellySand
51. Silty
Gravelll6and
sr. sr-rry
GravellySard
EI FULL TIME OBSERI/ATION D PAI{I' TIME OBSEM/AT]ON
ntl |fFCnT tff:txl! apt||tr.! tu$.u) at l REstnI or o fl o{tsr^l,r rrr€ ar n pta-fuf.Nt. Yfi l{lf ml,m ().l r ctr.In cnx m co,lT}ltF {ta\ltlo ni:
F(fouu.'rfDq!.^cT|![trnFl^'rot,(|tsFfm'Il.tl|nWo1|lEl!utswl'l|q'rf'cE^1/t'lts},r4dEtttu!ooPFMlxl6rE:'t'r,|frr
As flfwl, fr.<<s,rif m o{.mltt or-n txrtxlt.l-J Juuqtritlr. ttst txt,r lrn- lrrt (-:xrf D :ttt nn ofNxltas ott trllElllut lllE nL utfr3 !ltofr,\Ilqd
IHE Nlrctf,fR DEl.sorEIER MEnm OF lE;nNG WAS US[I) lN Sutlst; l{IuL lc@Rlx}lcE rYnH A51U D2992 Ar{O DJOIT
Les !'loo<1
PRzuMIMfY OBSEJT/ATIONS A].rDlOR TESr RESULE,VERMILY REPORTED rO: ffi;nsultants
coprEs xlilli"t*:l'BH.t"ftl'"::cturc.
Andetson {i llastings ' I'{r. Gary llurriatr;
PCl, ConstTuction. Attn: ltlr. Dcrtny Atrnour;
lllls Consrrl tflnts. -Attll I Mr. Les llrootl ;
B. Carr S.L. Paw]ak
RB.D OS5EM/ER APPftg\GD FY
Chen €Nortlrenr, Inc.
REPORT OF REINFORCING STEEL OBSERVATION
,J A ||,nA Fm[CtDr ro clrxll I|t 'trE rllr tl|tnwi at irr'o(rt |Jrf lurrtrfD Ar Dr ootDtxn.t ftO?frltt s'df (lDrarl llt, a'nstrlDl toi l\,l ra-
trr. (r ,,anqxrl. c.rolrgr6 11,r rxr;,ctt rr111 (n rtrqr,1.€ a,r mxin-s-iEr,in--miirxm-crr-rwrlrx Artxx& ! lruJ xll E o(F(lrn (t xrll RJTllo (t
c(la\fJtt lrlllt olllr lr'rl.l.Ellllxl! ^|t rr[u) ro tl wtlllE
^ .E rr- .. *l@r-"....rr?.r.
,d,r '.i. c|{tta ./rO
O.rrt|| lngk!.-t -ra Sd-tr{.
To: JoB No' 4 39-8 90' DATE: 9-20-90TOIVN OF VAIL
Attn: lvlr. Stan Berryman DAILY REPORf NO. 79 SHEEr 3 0F g'15 South Frontage lioadVail Co 81o57 - -' ltwolcE No'
PROJECr Addition to Vai l 'l'r'ansport t i on Ccntcr', Vai1, Color:ado
STRUCTURE Deck Toppinq
u)c lloal E.EVANO
RE {FORCT}fC
co|oro{Ts
lt(lEiu oNt L
Line AO-EF30-34 Level 4 262 Rcxps 1+4 Q L2" o.C- YI&I3
83 Rors #4 @ B" O.C. Bottom
56 Rorvs #4 @ f2.' O.C. Top
83 #5 @ B" O. l. Top lap w#4
24 #4 Q 16" O.C. r,ap 20"
7/4" W:-e @ 3i" O.C.
3/4" SIab Bo1;ter @ 36" O.C.
North to Souttr
East to West
East to West
East to West
West Erxf
spEcrFrc nort* S!EI! cR^De 60 El rurs wo
RElfoRqNc ctE lllJNEs* clean E gpe DR^Htllcs us€D
ctI eANcE A{o co/EE As Reqtr-ired trl comnrrcn roasro
sPuqNo: sPEcFlc Tlo+t* As tteouirecl o ruu--lue o{tsEf(v noN
EAR $.ppoRr* T/?€ El rrrr-nue oB$xr/ no
FNEfl lr€ucE @ufYtl{CE
H'clrr ffir'ffi Hfl,'Hffi *r-ffi,*w||El IMTIrLLY wHol
- E(^xtr{@ RE-D0ArrNE)
Yes
PROGRESS REPORT AIt rel:ar is epoqicoated.
Michae1 Barber Atchitccturc,
COPIES Attn : [,lr . Scott Ward ; Gary lrlurrai n
PCL Construction Serviccs, Ati:n: [4r. Dcnny
Armour; Anderson |} llasti-ngs ;
URS Consultants . Attn: I|r.
Chen*Northcrn,Inc
REPORT OF REINFORCING STEEL OBSERVATION
rS A |l|Rrrt tittr.EtDl n, clrxtl II xIE l}t, Afttn.\'Tt Al iIl.F(lTt l'rt ! lnllD T nf C0f[xtr.f PrS"trTY f Crt Ofxlt pO AJllWT ID'l rrt Rtlrl-
nc (/ rArJatt c(rorm,! on rxri.crt 'li(ta
orr rto rrat u,r rrqrr-a nr-rn-o Fg'rt)l€ ct t t[rlft lf"io/A- tAl/FlI' rrr.
'E
rF(lxcf l'1tl lt5nE 6
(D.nfnD urljr! filf-| r r{urNl! t/lf L.tltl, lo x wtnl}lq'
^
F-r.- .{ *[-@*., drr''r.
frrr rrr. crat laA a/to
O.rrthf L+r.r| -i S<,r..rtL..
TO:
TOh'N OF VAILAttn: Mr. Stan Rerrynan
75 South Frontage Roa<iVail CO 8165Z
PROTECf Additi on to Vai I l'r'ansportat i or'l
JOB NO. 4 39,8 90
DAILY REPORT NO.
ItwotcE No.
Vai.l, Colorado
DATE: 9-20-90
79 sHEE-r 4 oF
Ccntc'r,
STRUCruRE Stair Wall
lrc T|orl Efv noN
RANFOrrc,0{C
courrofis
VEXNCAL l|omzo$r^L
Stair No. 11 Level 3-2 40
@
#4 I'K 4148
12u o.c.
6 #4 3 each
Face Eq.
Section H.
SPECIfE Tu,Er sIE- cfl E: 60 El n US tseo
RgltrmqNo (lI lfl..DrEs& clean E snoe Df, wt|lcs us€D
ctI F NcE AND COVER As Requirecl E cosrscron ',trytsep
sPlJotlc: sPEcncATpns! As Required D ruu--rue oosErrr'ATK)N
BAR srPPof,Ts: T|?E 2', Ctr,air El prrr-lue ossEru lloll
FN6H lt-PtAcE @|lt.Pi NCEHscn ffim, 'ffiffiffi ou-ffi,*
. OOTNED R[-O(^M g)
Yes
PROGRESS REPORT
Michael Barber Architectutc,
COPIES Attn: Mr. Scott t{ard; Gary lr,lurr-airr
PCL Construct ion Scrvi ces , Attn : l'lr . llcrlrry
Arrnour; Anderson S llastings;
llRS Consultants - Attrl: lr'lr. l,cs ltloocl:
B. Carr
Rg.o OESETWER AP
Pavdak
FY
Clrcn€Northcrn.lnc.Crr.d,f'. t Ah*r s'a Sdrl.|{
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
Ar A |tr,r( ?ErtGfEr E clrxt!, rrf 'tfE rrf, (t(lrwrt al itF.tri Ar!f, r-F4rtD At nr cottltllllllfF(Frtrl f (r|r dfxri l|r, a'nrxl llr. tDi 'lt-t -
tu. (,. Jr^rr5xrl ocrclrq .r q'r rxlfr.crr t1111 .tl [orao.e q," rrranE c*i]{i'rip' rrjliri-ar itwrttt "Ylo'A-
S^I"uJ }lll E rcrD or {]rr rE D€ t3
claaultD ttLr o|lt , xarlxrl t'|E ,altD llt ll lltlt(l
^
nir.- ., tGiiflr..r .. .irrrr*-
t6 tL Ctll l{ r'lto
TO: 1'91y1,1 OI; V1IL
Attn : Mr. Stan llc lryrnan
75 South Frontaqe RoadVail Co 81657
PEOJECf A(l(liti on to Vai I 'l'r'arrsPrrrt::rtion Ccl)tcr',
JOB NO.4 398 90
DA,ILY REPORT NO.
llryorcE No.
Vai. 1 , Colorado.
DAIE 9-20-90
79 SHEET 5 OF
Westernryryn r6bi1e
SPEFEATX)iIS: SLlrllP
u0( l.D. C 4500
3''_5rr llfl cot{IE{T 7B Avg.
ATSENT IETPER^TURE M}IC€eoo - soq'.
TET
Mt lnuo(fxl IC'( T
M).
nu€ll TcHs)
TTUE
AflnryD
lluEs uruD
RnO(rrllot{
@UMTER
BEO|II
nE\outrrN
@U}IIER
@uPt-EIKtal
cuBtc Y m
t_oro/
crruut^lrvE
w rB rDo@
G\LlOtas
1
2
3
4
5
6
7
54
117
104
44
114
49
54
2382
2383
2384
2385
2386
2387
2389
5:41 A,t
6:04 Rl4
6:19 eu
6: 34 AI,{
6:49 Al{
7:05 AIt4
7 --25 trJq
6:00 AM
6:15 AIt{
6:29 AIII
6:50 AIt{
6:58 Al'1
7:24 ItYt
7:4-l AM
6:42 A{
?.4q AM
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I
16
24
32
40
48
55
g
2
g
g
g
g
l
lErMI su,l3
(Dr)
lrn
o(xnlJI(r)
IET UNlr
wttcl{f
(Pcr)
Ytat)
@TICREIE
IN'PE-
RAIUnf
cF)
REIIAIU$
3
7
s 7/4
3 t/2
7.0
6.2
135. 5
139.5
64
70
4 rylinders cast
PROGRESS REPORT Test samSrle obtained fftrn truck. Punp in use. Tine observed on
aLl- trucks.
coptFs Michac I lJarbc r Arch j tcctrtlc I
Andcrson {j llastiltgs; Gar:y lnlurraitr
PCL Constructiotr Scrv-lces;
UIIS Cotrsultatlts;
B. Carr
RE.D OI}SEfVEB
Chen0Northern.lnc CdnJrrq tu{h-r dra sdnar.l,
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
at A lltftl/t trrrcrD,l to (ttfttl 1r7 |lFE
^lrt
ol-rfllryr. Al ,trF('nt rJ'tf fr.rtm a'i ''r coaDfJ{Tlal-t'(t'ftr|.l r d,t clftml 'lo
amtK^rp' 7tt ftfitrA-
rrc, (7 Jrlrtro.rl orqrnri q rrtilctt .,,(ra G rrtq d)..q q,r mlvrfrj'd^i-inio'-lrjiorr -an imlrx ltPFt'& i^l,ttll trt Df D(rqrD f rv-rrl lfjllxl 6
€oaauru, ua|l! omt ,ata.Erx'| x. ,4ttD nr l. till{l
^ ',,-r.r d *@r-t d.."--.
rc i\ Cllll.. ./tO
TO: 1py11,1 Ot; VAI1,
Attn: Mr. Stan llc rryrnan
75 South Frontaqe RoadVail C0 81657
JOB NO.4 S9g 90
DALY REPOKT NO.
il.IVC)tcE NO.
V;r:i. 1 . Co.l orado .
DATE 9-20-90
79 SHEET 6 OF
PRqrEgf A(l(li.tiolr to Vai 1 'l'Tansl)ofl.at ion Ccntcr'
Westerns|'PtF t,lobilc
SPIEFEATXIT$ 3LUltP 3rr-5rr
l|0r LD. 3 4566
Aat @t{IE}lr 7? Avg.
ATgOfi TANPERATURE llA}ICE ooo - go%'-
lESrt{t lruC{
ML
lrcrEf
M).
1l
0 rclE)IIUE
ARf,'VED
nu€
s !Pt@
RArcLr'IP}I
@UflTER
EOI'I
RA^)UTTEII
@UIITER
@r/Pr.EItoi{
;UEC YTGtato/
cuuutlrrvE
w rfn ADog,
aquo$s
I
9
10
11
\2
13
14
44
114
48
49
54
100
44
2392
2393
2394
2395.
2396
2397
2398
7: 49 Al{
7:59 AIt{
B: l-1 AI"1
B: l-6 Atrl
B:31 AI"1
B:40 AI"1
8:51 AIvI
B: 0L 1\14
B:15 A!1
B:25 Al"1
B:40 Al.{
B:50 A{
9:08 AI\I
9:20 API
As@
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64
72
BO
BB
96
104
11)
g
p
g
fr
6
6
R
tEr
ML
sur?(nr)An
cxttfrE{T(r)
IET UNIT
U'ECHT
(Pcf)
n&D @Tlc'GIE
TUIPE-
MIUftE
cn
Ro!w$
PROCRESS REPORT
Tine observed ol1 all tn:cks.
^nolrrc
MichacI llarbcr Archi tccturc;
Anderson ti llastirtgs i Gary Murr:rin
PCL Constructiolt Serviccs;
URS Consultants;
B. Carr S.L. Pawlak
FIE'"D OBSERVER APPROVED BT
TO: '1.91111.1 Ol: VAI L
Attn : Mr. Stan Bclr:yrnan
75 South Frontaqe Road
Vai1 CO 8L657
JoB NO. 4 398 90
DAILY REPORT NO.
{}n/oEE NO.
Ccrr l.c t'. V;r'i l. . Col otado '
DATE: 9-20-90
79 SHEEI 7 OF
PRGJECT Arklitiorr to V;riI 'l'r:rrrsDoIt lrt ion
WesternsrrPPuS Mobile
SPE|FE'JIO+I$ SLUIIP
!u t.D. c 4500
3"- 5"ln coNrEHr 7Z Avq.
A'dI}I' .IEIPf.MIURE RA}€E 600 - 9oor.
IE;I
lro.Inucx
t\ll.
nocr
l.x).
rlU€
rr^TcHg)
IU€
ARTUVE)
Illl€
SA!PIED
RE\OUmOil
@UNIEN
EOIN
RETTAUfiO$I
@IJI|IER
@uRrnoN
:UTrc YAG
LOI./o/
CUUUIJ\TITE
w lm ADo@
o^LLoils
15
16
L7
18
48
CA
IL7
44
2400
2403
2404
2405.
9:27 ItNl
9:50 A4
10:04AM
10: 2944
9:40 AY
10:40iM
I0: 16Al
10:45Al,l
10:20AM
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120
L2B
136
144
10
d
t2
l0
TESTt{r sur?(llr)An6IIE}IT(r)
f,ET UN'I
Y'MHT
(Pcf)
YIE.I)
COIICREIE
TEI'PE-
RATI.IRI
co
REIAB$
16 4 3/4 6.2 139.4 69 4 cvlindens cast
PRocREss REPoKT Test sanpre obtai'ed'frqn truck. Pump in use.
Tine obsenzed on all trucks.
coP,Es xiJ:l: :,, T.ll::. ii;l l. ::,i i,,u,"o, n
Construction Scrvi ccs ;
Consultants;
B. Carr
NA.D OESEfiUER
Pawlakff
Chen€Nonhern.lnc C-dru&r t|r'h.rr dt{ s...'{r.b
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
ffif n',.rr lro o.rr"llTr. 4r !t!!1! ^,tt i!.rrD a! nr co..trrrrul- rn'flr""t 6 o,. drx''' ,,o a'rlo,orlu' rol '.llr^-Dd o' lr,^r r.Tl d,qrr' .r fi rxri.icr:r r'rr o,,rrqr.nri "a a"*ffJffi;iiD".l,ih;*oi-rrttrur 'Frnorer- 3Arnll rrr E o(Fcl{D c' ivrll lfJtt€ B
ooaatfrrD lrll! crrl ,iursraxll rf, ,gtltt fo tl tflnlq'
^
,r'.- er r'.(Tttt-lr'r d .-r-r-
tr' rb OII laa ./|O
TO: 1'9ryp 0t: VAIL JOB NO. 4 j98 90 DATE 9-20-90Attn: Mr. Stan llerryman
75 South Frontage Road DAILY REPORI' NO' 79 SHEErB 0F I
Vail C0 81657 lNVotcE No.
qEqlECT Arklition to Vai. I 'l'r'a n sl)ol't irt i on Cctrtcr', VliI. Coloratlo.
Western 9IIDI'EATI){TS qr ItllP
ryI4R l"tobile !D( tD. s16=o p
ltat cot{IE{r
Arso{T TA|PERAIURE RA}lcE G6o - 90oF
IES'l{).IilJCKMI IIC'€T
t().I)TE
EATCHED
IIUE
lnnntrD
n!€s lPtEo
nF,OUrIrcN
co.JlfiF.R
tEOrr
R[IloIJ'TIONo(xxrtJt
@uP[tnoN
clr&c Y M
LAI|JJ/
CT,MUtAIIvf
I|AIER ADO@
o LlrNs
rt
zu
2L
22
54
TL1
44
114
2408
z4uv
24LQ
2412-
11: 17Al{
11:57i\lt4
12:00PM
12:S]PIvI
l-l-:35AlI
L2:2?-PM
L2:42PlM
1:20 PM
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7
L4
2I
18
6
B
6
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TESTtn su[?
0rr)
An
corfiElfT(r)
WEI UN|tISHT
(Pcf)NtlD
corrcftE|ElDaPf-
RAN,REct
Rfi/l^ro(s
20 3/4 5.0 143. 5 70 4 rylirdens cast
PROGRESS REPORT Sample taken frcrn truck.
rrnorsrc l'li chac I llarbc r Archi tcctut-e I
Arrdcrson I llas tings; Guly lrlulrrrirr
l'CL Construction Serviccs;
URS Consu ltants;
Dnil)C-arr
OBSERVER
Chen0Nortlrcrn.lnc CdFirlr{ tt'Ch-r ti Ltt{t.('
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
At A tltn|l. tErcrDt ro qDr|!, It{ 'r!tt x{r Grrltr:( Al ittqrrr ft srD4lTD A! nf @.-tlxll l--FF('!ffi or crt d f}tr'l A}o amrtd|^lp|l mi nraEA-
rx, .,' 'ra,,,.xrt @er]rr.r ,r ,'li.crt 7i.r, 0i iiqrfir. a,, *odj'o^i--ii!iD";fi46-c-r-rrrtnx ,vrionr- s ratrt rrl E OcF(nD cr r'-ltl rfjr]r' B
oo.aulf,r uattr onal tnat arfil lrt rcf,r-o x, tl !mr€.
A "-'.- .. r.ftttU l'i '? ...rrd{-
tc X. Clall{ 4/tO
Cherr€Northem.Inc.Con,ulurlg tnql,fr. q.!d sd-'r,'U
REPORT OF CONSTRUCTION ACTIVITIES
as l w'.,t p'.n1crg lo rxrr. r[ nnE ,o ff[rttr. ar &tr!ra! tr[ s r,rrrn as ttr: d)rrffxrt{ _Prfirr ct' d' of[Tr' po funfu rDl ml n'l b _
'rf.'n^r'r'fsc(,clt':qnoiIxl',.cl!tx9|lo|tll''ly,tt'{ounntpgrn.d'.in:*i'{lrtiru-troornrrrtrrrr'riiiioyris,||'t.EltYtttlEl]6t'cEa,sr,T6clrarrnD ut{JtJs flll.i l&wqra-xts xl!: lo{tI.D lo ltl tF|ltlq.
^ n-nr,a .r *. [l r f lf I r-r a. ..d!r,o.'r..
Fd, ri. ctatct^ ./lO
TO: T6WN OF VAr L JOB No. 4 396 9q DATE: 9-2I-90
Attn: l{r. St:rn l}erryman DAtLy RE'ORT No. B0 SHEE-' 1 CF 775 South Frontage RoaclVaiI CO 81657 llwolcE No.
PR(I|EGT Addition to Vail Transportation Cctrtcr, Vai1, Colorado
WE\IHER CONDMONS AND IEMPERATURE 4oo - 60S.
CONIRAGTOR'S CONSTRUCNON ACTMNES
PERSOT{NEI-:
lilAlOR EQUIPMENTT
ACIMNES:
cHEll-NORfiERN's Sm AC1V6ES firJ-I-tjr,e Observatiorr, TesLi.trg ancl InspecLion:
6:00 A.M. Concrete being placed for deck tcpping. leveJ. 4, Lirc AGB-30-34
and core ard walls Stair No. L2; al-so Stair No. 11 Wall; Densrty testing of back-filf being placed at exterior rva1l ncrth of Line C of nqrr structure; Inspection of
reinforcing steel being placed for second lift walls Stair t{o. 4.
VERBAL COMMUNICA]ION WTN{ CONTMCTOR. ENGINEER, AIICIJITECT, OIYNER
Ivlichae l Barbcr Architccturc,COPIES Attn: Nlr. Scott I{artl;6ary llur.r-airr
pCL Constmction Services, Attn: Mr. Denny
Annour: Andcrson fr llastings;
UllS Consrrltilnts, n Ltn: Ivtr " Lcs itloo<l
Chen€Norrhern.lnc.C..rrU.{ trCr.... .a S.l-aL{.
REPORT OF FIELD NUCLEAR DENSITY TESTING
at A |{mt,. FiITcrEl no a |rrat\ llf FlnE |rto crJrFl.w]t Al F ITtrrE |,rf Itrr|Ifo At rtr caiffroanr{ FioPlJtTY Or [ Cl lt]fs. ao Anw?ArEr ti! F,a EA-
tr'r dr st^rtr||xl! cr|qu!{'€ m Frcrr rF(tl .rt Rfo,r]ttq qr mriTj B mif{, f}o$r q,n fErr}t lrftl(xA- sAl?tl3 rlI oE DllPoat! €f lfll lulTtlg 6
coa.tlltt tlrll| gnlt !vsn{Ja).[ rrl fftr! To w fflnr(r
^ ,n-r.- I -@t-t.. mFd-
F rn l5 Orflot a/lo
Tn.
TOIVN OIJ VNII,
Attn: l,lr. Stan Bcrrymalr
75 South Frontaqe RoadVail CO Bt6S7
PRGJECT Addition tqVai I 'l'T nsl)orlration Ccrrter,
JOB NO. 4 398 90
DAILY REPORT NO.
nworcE No-
Vai l, Colorado
DATtr 9-2T-90
B0 SHEET2 oF1
SPECIRCATION COltpACTtoN & yATERIAL Wall
MINIMUM REQUIRED IN-PUACE DENSny 95 I As DETERMINED Bf: ASTM D 1557 Backfill
CONSIRUCilON CONTMCTOR: B&B ExcavatirKr TEST LOCATIONS WERE SELECIED Bf: Chen_Northern
TYPE AllD NUMBER OF EARTH MOVING UNTTS 1 Front Loader, 1 D-3 THICKNESS OF UFTAs Requi-red
TY?E AtlD NUMBER oF coMpAgnoN UN|TS I Dr:aNkreel Roller,NUMBER OF PASSESAS REqUJTCd
METHoO oF ADOTNG MOTSTURE Natitral 3 Junpi-ng Jacks
*BSFBeIcr,v Su@rade
LOCAT1ON
DEPIH OR
ILEVATION
(rEFr)
IAIiORATOR/RELD
PERCEHT tr(RErrtvf/
lr,$0L{x)
osr rdl
SOIL TY?E
It)l
NO.I.|A)(IMUM
DRY
DENSNY(pcf)
OPNMUM
MOISTURE
CONIENT(t)
DITY
DENSrry
(P"{)
MOISTURE
CONTENT
(7)
37
5
-t
372
4r East of Grid 39
aL A2
3r East of Grid 39
at 82
6' North of Line C
at 38
7r BSG*
7' BSG
8' BSG
136. 0
136.0
136. 0
5.9
5.9
5.9
131.8
131.4
r31.2
5.8
6.6
6.4 96
97
97
Slightly
Si11ry Gra-
ve1Iy Sarrd
sl. Silty
GravellySard
S1. Silty
GravellySand
E! FULL TIME OBSEfWATION tr PN{T IME OBSEM/ATION
Ir|s irFOiI plffx|.l' etrD i FfnuLD A! A mn J Of Oinl dtSFEl/ Irtrt (r FIl. Pl A:t llfJ{l. afE lq\[ R'ITFI Ofi rxF CtIafMI;Itli m C('ftlt{ ,rPtaYrKr l}|:
RFotlr|*X(rtr C(lF|cTW UtrFl 'ro t (|sn,rf ro nu. trxitfro lllf rtutt f|ir| on orrst-f1rtr utl dri, Fi!o (FfnarD'6. ItSE x!€ l4 OC t ar{ nL OrY
ls {lf,vtt xec*ssrrr m crlt^r[ q.B uElr}In-tt Julro(yfxr. 115t D tA lrtr rrn rf, s(I Dr{rr ron orfints o wtEn||x rlE fltl utETl tTc'tp\ll(,6'
IHE lrtJCtI R DBiSOI|EIER MEntOO Of lEsnt$ w S USED tN SUr}srAlfiUL ,TCCOfTO NCE WIrH ASIU D2992 All0 DJol7
L'es wba'd
PRzuMIMftY OBSFR/ATIONS Al.lD/OR TESI RESULTS,VERBALLY REPORTED TO: rrrppg Consultants
PROGRESS REPORr Tfre above tests v/ere 5erforned on tLre backfill being placed at
exterior waUs north of Li$e C ard east of Grid 39.
coprEs xltli?""}i'!:i.t",ili::cturc,
Anderson & llastings ' llr. Cary ltlulrian;
PCl, Construction. Attn: ltlr. Dcnny
^rmour;tlRS Consltltants.'Attlr: Mt'. Lcs lVoorl ;
B. Ca-rr S.L. Pawlak
REU) OBSE}IVER EPPRC'VED FY
TO: _. Joo NO. 4 398 90, DATE: g-2]r-g}
TOIVN OF VATI,
Attn: lvlr. stan Berrynan DAILY REporr No. Bo' sHEfi 3 0F 775 Soufll Frontage lba(lvail, co 81657 INVOICE No'
PRurECf Addit:ion to V:ril 'l'rarr spot'tation (;cntcr. Vaj. 1, Colotado
STRUCTURE Secorxl Lift l{a11s
u,c Ttc{ttEv^llofl
RtDtFORCrltC
@r0ro{Ts
VE|nCA ltmzoa{T L-
Stai-r No. 4 Level 3-4 B #4 G lB"O.C.
40 +4 G IB"O.C
I/2 E.r.
10 #4 @ Ig"o.cI/2 E.F.
rBMK#4@16
o.c. L E.r.
18 #4 € 16"
n r. 1/1 P Ev. v. +t
22 ltl{ Dr^'l e
16" O.C. Top
18 ll4 e 16"
o.c. L/2 E.E.
16 #4 l.,tK 6 g"
o.c. o.F.
4#4rm@16"
O.C. D,v1s Top
West Wall-
North Wa11
North Wa1l
East Wal1
East WaII
East Wa1l
SPECUICAIO}I* SIEL CRAD€:
R€rc(ncu€ crr^flllt .E*
ctr R NcE ll{D @t/E&
SPUqNC: SPECTFEATX'|.!*
E R g.rPofit.: TIPE
N{EH
60
Clean
As Requjred
As Required
2" Chair
E ptrxs usen
El goe DR Ulncs usED
El coxrnrrw rcanseo
D ruu-nue onsERv rxlN
El prrr-nur os$mvAnol
INPIICE OorLPnNCr
UET PSOECT MET PROJEC'
R€OUnErlE}{rS RE(UIROIO{TShgt tNfrutlY wll€r{
D(,AT TGD RE-D(^TNED
Yes
OAIE
RE-pcAl €D
PROGRESS REPORT
Michacl Barbcl Archltecturc,
COPIES Attn: lvlr. Scott l{arcl: C1r.y lr|ur.r'aitt
PCL Construction Scrviccs, Attn: [.'lr. Dcnny
Armour; Anderson G Ilastings;
URS Consrrltants. Attn: Mr. l.,cs l'Jood:
B. Carr s.L. Pawlal<
RELD OESEFVER APPROVED gT
\-ll\'l l5l \wl tl lul I Ir ll lt-. orrn i rnet.-. -n !.r..,rrrr
REPORT OF REINFORCING STEEL OBSERVATION
At a ||rnrlt rErfctDr N| qrxT|! rr tr|lE Ar|r .[trtrft x! IrFdlrr |r{ r!,nrttrr Ar nf cotDaxn|( Pmxrw d d! o-Dfil rx] a,nrfrlz^rb{ ftt Pl'lrr-
n6,r d. n1nrarflr qrq uq6 (n rrtrr{;Tr rrr! fr lto 4ro cr; rg'crnin m!;mn looire qr rwlrEt rr?rrvlt. Irr+Ltl ru. E BF(Ixll 0r rfr lrjlrE 6
coaafttD tttljlt ollai ,ri{sllj{It A t ralllJ lo x filllB.
^.Ll- d $'.1 lllH |ttt d drrrct
fnnr rrr. Crallt a/F
TO: 1g1yt OI: VAI t,Attn: Mr. Stan Berryrnan
75 South Frontaqe RoadVail CO 81657
PROTECI Arltlitiorr to Vai l 'l'r.nnspor.l:r L i on Ccntcr',
JOB NO.4 398 90
DAILY REPORT NO.
IIO/()ICE NO.
Vai 1. Colorarlo,
DATE 9-2I-90
80 SHEEI 4 0F
SPETE Tp * SU,UP
ltu t.D. c 4500 600 - 909F,
Westernsffi uobile
An @i{IElIr 7>. Avg.
AIAEXI ]EUPtrRATURE R^I.ICE
IESTlo.TNUO(l(L ICTET
M'.IIUE
8 rcfl@
TIUE
lfttrvED
llr€
SATPLED
RA/OUJIPII
@UNIER
IFOfi
tlE\,OlJrn0r.l
@U}'IER
@IIPTEIION
cuuc Y ffi
!.Or'D/
CUUUI.AIIVE
It ]ER Am@
o'tlloias
I
2
3
4
5
6
7
54
119
r00
117
44
104
46
2416
24L7
24L8
2479
2420
242L
2422
5:39 AItl
6:00 AIvl
6:14 Al4
6:29 A{
6: 43 AIvI
6:55 A&1
7:04 Al4
6:00 All
6:l-4 AM
6:28 Al{
6:40 AD4
6:55 Al4
7:06 A4
7: 16 AIt{
6:50 AI'1
As Req
As Req
As Req
As Req
As Req
As Req
As Recr
As Rq
As Req
As Req
As Req
As Req
As Req
As Rtrrt
I
16
24
32
40
4B
IETt{L $UIP(rr)AtR
oO{IE{r(r)
tErur
ff)CHT
(Pcr)
Ytt-o
coNcftrJETEIPI-
R^N,,RE
cF)
RELA[d$
4 3 L/2 6.0 139.4 68 4 cylilders cast
PROCRESS REFORT Test sarlple t;ken frcrn truck.
Tirre observecl Jn aII t?.rc]:.s.
Punp irr use.
n ortre l"lichac1 ltarbcr Alclritcctur-c1
Andcrson & llastings; Gary Murr:rin
PCL Constructiotr Scrviccs;
Ul{S Consultants;
B. Carr
RE."O OESERI/ER
Pawlak
SY
ChenONorthern.lnc.Cdrr(,r|l tr'gtt-i dta sa{-lj.t
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
Al A rlrflxt ?|Elfctu E attxt!' rf 7rF E rro (r.rr t!t:L fll ttt(trt ^'!( Lf,4rtD a! nt: cotftxt l 'ff,<fl'irt (t o''r orx ' llo amrE tpl rcf, |r'tt'lCl-
trd{ d. ,'f^rt,.t rr ocr{luqr.r o'r rxlr.crt riral .11 l[or p(r q.. nsrrri-d-ir-inio lrjiio -un rrnlrx rrtnxrr- sll,'t(J ru IE ot'FqrD cr A ltl [s]r€ B
oofauttD uuta firat ,,Framaxn tta ,of,tt , !l llllll.
^
irnr- .' r-[ft[ilr.r .. .''r-...
'.-i
tb CIt taa 4,/aO
.Chen0Northcrn.lnc Cdrarui Emtt .t '|a sdttl.|.
REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS
At A tlrfll{ titlcru D cttxB rr( "lrr rrat G.'f,rwt Al n,rFrrln {!t ii"trn at lti: crtrt4!11--f?"rt'trY (r oi ct rr'rl ^ro
amrllg rDl m sdE^'
r rl' sr rn r,rt, onfr'lrr G rrriAcm mrx rrr rro,wr€ cr." ntrwE d^i]nio'-rriiiri-cn wlttx hrve- s lt'trJ rrl E ttFcltD rt ,^rIIr ltjtr€ E
oofalflD uutr olrlt rl| rrxrr ,'a. ,trtD m x llrlllrl
A .'''t- r -@.-f .. ...rt--.
tc h .tltl.. a./to
TO: 1g1r,11i1 Ot; Vn I L
Attn: Mr. Stan llc rryman
75 South Frontaqe Itoad
VaiI C0 81657
JOB NO.4 39s 90
DAILY REPORT NO.
hn/OrcE No.
V:ri1. Colorarlo,
DATE 9.2I.90
80 SHEET 5 OF
PR(\TECI A(l(litiorr to Vai. l '['r'an srrolt :r1: i. o n Ccrrtcr:.
WesternslrPfuEn l{obi1e
SPEtrEATPtlS: lll-lruP
uD( r.D. c 4500
3''_5 An CotoD{r 7Z Avg.
ATANI}fi ]EIPEMTURE R,^}IC€60" - 90"r.
lESrt{L nrrcr
ML
TCKET
l.|().
ltuE
lr TC'|q]
.IIUE
AEUiE)
llu€
s llPt@
nEr/OilrTtoN
@IJNIER
EOIN
RF-\'OUfilOfl
@{,HTER
couPtEllolr
;{rHC YAffi|o,J)/
cuuur,trvE
r| lgt IDo@
e^u-on|s
I
9
10
II
L2
t3
14
l14
49
119
100
44
r04
114
2423
2424
2425
2428
2429
243L
2433
7:15 AM
7:26 Al4
7: 34 A!,I
7: 57 AIvl
8:04 A[,l
8:15 AIt4
8:27 Nl
7225 NI
7:34 AIt4
7:44 AM
B:04 A[{
B:15 Al{
B:25 Aivl
B: 35 A{
As Req.
As Req.
As Req.
As Reg.
As Req.
As Req.
As Reo.
As Req
As Req
As Req
As Req
As Req
As Req
As Rect
o+
72
BO
BB
96
104
112
5+4
B
d
g
5
R
rEsr
ITL
su,l?
(rr{)
TET UNII
WEOHT
(Pcf)
IITID
coNcf,€tE
TETPE-
MTT'RE
cr)
tlElanr(s
PROGRESS REFORT
Tine observed on aLl tricks.
^nDrFr
lnlichacl llarbcr Architcctule I
Andcrson I Ilastings! Cary Nlurrain
PCL Constructioll Serviccs;
URS Consultants;
B. Carr S-L. Pawlak
FIELD OBSETilER APFNO\ED BiT
TO: '1ggy11 Ol; VAI L
Attn: Mr. Stan ltcrryman
75 Souti Frontaqe RoadVail C0 81557
!E!!ECT A<ltli ti orr to Vai I 'l'r';rrrspor.t:rti on Ccntcr-,
JOB NO- 4 398 90
DA.ILY REPORT NO.
U.JVOICE NO.
Vai l. , CoI orado.
DATE 9-21_-90
80 sHEEr 6 oF
ltlestern SP&FEATPN} SLUUP 3l|_5'l llq coNIE T 7E Avg.
AAEXT IETPEMTURE rt^'TCiEl,tobile !fi l-D. 4500 eoo - go%'.
TE;T
t|o.IRT'CT
ML
ncrEr
M).
Ttr€
a TGHE)
Tlu€
ARnVE)
Ttu€
s ltPtE
RArcUnrctl
@UflTER
D€O$I
RE\'Ol-lrTlOa.l
Cq,NTEX
@|rPtEIlOt'r
culrc Y m
I.AAD/
cuuur-A'nvE
wirE( Am€D
o^uoNs
J.J
L5
17
49
48
119
2434
2435
2436
B:39 AIvI
B:48 AII
9:14 /\trl
8:48 au
9:02 AIvI
9:20 AIiI
9:18 AI"1 As Req
As Req
As ]ieq
Req
Res
Res
120
LzB
136
fr
g
TESTITI su[?
(Dr)
ln
OONIT}|I(r)
SEI UflTT
HrcHT
(Fcr)
Y',ttu)
corcrE:lEIEIP€.
RAruRf,
cF)
RIIAfU(S
15 3 L/4 6.2 139.6 69 4 cylinders cast.
PROGRESS REFOffTest sanple taken frcrn tn:ck.- R:np il use.
nnprF\ lili chac 1 llarbcr Architcctulcl
Andcrson fi llastingsi Gary lrlurrain
PCL Constructiotr Scrvices;
UllS Consultants;na-fo S.T-,. Pawlak
APPNOVED ET
.Chen€Northcrn.lnc Cqrdifrt &{}t -r srl 5.r-lr&
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
a! A rt lltr( ?'ttrctu| D qtml l'{ FrtrE l,|) (rrrfaw\ Al |rrF(rrr:r rnf t(rrrl'n At rr: @Trl'xll f t'Fq'frrY E on d ft$ l,{',r,nfldllpl rrt nllr _
yx' t ttatfratflt cgr€luqr|r .t rrri€nt ti(ta rr ifq ,!).€ otr mrqrfi-d- rrintD rftri{ q,n wltrx Arrtrr,,a- t lrrtrJ trl. E Dot'aD ot' ,'!nti itjl}xl 6
o(lttrnD uallr o u ,.FNlIr,tt ,r: loiato lr, r f(rrrq.
a ti-'i- . r.ffriii-lrt " .-rr--
,6r t.. crlll{| a/ao
ClrcnCNonhcrn.lnc Cdrr,llrot ttgh.-r ti 5.r''Ua,
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
At A 11rn11( tp,ngt5; F cltx1;' rf ftrE
^xD
41Flr1tt Al ItF1;w! raf JtF rtrn ar nr cortt'xt!'!!-fF(tnrY f ol,l (t rtrq lro-rmg!'ltDl rDi P(rrA-
rE o' rl|rrx,xrl (Del|'rD; .rr txri.irnl nn|. (rl rfoMo.ro qr mrrrr:*d-iii#D'-fdii€ -arn rffttx ,l,TiorA- 3 rr'lrJ lu- E o(Ircro cr trtll ]fjr}rt B
ca.atftr, ut(ltr qrllt ,ai rlLxlr Re ,g[tt ltt t{ |Illl|r
a 'tr.r.- d |r.Ftttt l:-t 'f .r.v-J.'
tdil rr., CrIt t.. a/ao
To: 1'91111 0lr VAIL Jos No. 4 398 90 DATE g-2l-go
Attn : , Mr. Stan llcrr.ynarr
75 South Frontaqe Road DAtLy flEpOKf NO. B0 sHEEfT 0F7
vai l co 8t 657 |NVOICE NO.
PR(\JECI Arklitiorr tcr Vnil 'l'r'rn sl)o r.t;r l: i on Ccntcr. V;r:i 1. Colorado.
Western$m wobile
SPSFEATX'||$ 3uruP
llD( l.D. 3000 A
3n_5rl An @$IEIT Le,-Be"
AISIE}fi TANPER^IURE M}IGE 600 - 9oor.
TEIxq TNrcKixl lIct(ET
lro.rlr|€
It TCtlEn
Ilu€
Annf,/g)
lllr€
9rlrPLID
RA'OLUfrca{
@UHTT.N
EOIN
RE\/oU'IJ(,n|
@UIfiER
@uPtEltoil
cuoc Ylffi
LoAD/
CUMUTAIIVE
YIA'B TDDEDq^u.oars
18
19
20
2L
22
23
49
117
.14
49
LL4
4.'
244r
2443
2446
2449
245r
2456
10:2lAM
11:20AI'4
lI:42AttI
12:07PM
L2:29P14
1:11 PM
lC:3JAIvI
11:33AlI
1l: 53AI"1
12: l6PM
12:42PM
1:25 PM
AS REq
As Req
As ReS
As Req
As Req
As Req
As Req
A.s Req
As Reg
As Req
As Req
As Req
16
24
32
40
48
55
txlJ
'ln
15
15
5
p
lEr!n sl"ulP(ur)^n@}TIEXT(r)
WET UNTT
IECHT
(Pcf)
YlE.I)
@Nc'trJE
TA'PE-
R^TUSI
cF)
tlEllAr{(s
19 3V2 6.0 140.0 4 cylirders cast
PROGRESS REFOKI Test sanple taken from gruck- Pumgr in use. Truck No. Il4, 2440 out
of spec. on slrrrrp. PCL used concrete on non-structural rarall, Ievel Four.
coP'Es x,illil :
"
T'll: :. il;I I' ::'J",,,,'"'.ur,,
PCL Construction Scrviccs;
URS Cotrsultants;
B. Carr S.L. Pawlak
FIELD OBSEfilER APPROVS) ET
LnencNortncn'I.Inc'.Con.dury tt0l"6r :nd 5<L rl,
REPORT OF CONSTRUCTION ACTIVITIES
a.i l rrml|t tt(nrcnx |lJ cltxrt nr nnt Art) fEEtvrs" Al irti('||:t {E gllnnfD ari Dr crtrrttml-- ltYfr'irr oa o(,i clfllrl lrD rnDftAl fi n'tl rr_
,''. (er^rrlrr.rs c.rc u:xrrr (n rrrrA;F rpd (rr frurrrp drn Rr.Fdi";-f;;;D;;{n"j"q,n *nnx'rrfn- s,un-o ftl tt o6t{En or 'r''lIl TuIrlo 6
cttrt.tttt urtls (ntlt lf,tt raua-t{E NiE pprtt) lo ltl tntlt€.
^ 66r- .. r,.[f rff r I r..r o. o..rt'6r.
fd|rr .lo. Crato:A a/lo
To: 'IOWN OF VA1, JOB No. 4 398 90 DATE: 9-24-90
Attn: I,'lr. Statr Bcrrl'nan DAtLy RE'ORT NO. 91 SHEE' 1 OF 475 South l:rontagc RoadVail CO 97657 IWOICE NO.
PRGIECT Addition to Vail Transportation Centcr, Vail, Colorado
WEATHER CONDMONS AND TEMPERATURE C1ear,7o%'.
CONTRACTOR'S CONSTRUCNON ACTMNES
PENSO$.INfu
l,lAr0fl EQUIPMENT:
ASTMIIES:
CHEI,I-NORTHERII'S SIIE ACIMTIES ltlll-tirrp Observation, Testjng ald Ins;:ection:
Density testing of backfitl rmterial being placed at o(teJcior wall north of tine C
ard east of Grid 39; Concrete being placed for Stair No. 4 wa1ls ard reinforcing
steel being placed for deck to14>ing, I-evel 4, Ljle B-C, Grid 16-18.
VERBAL COMMUNICATION WII}I CONTRACTON, ENGINEER. ARCI{rECT, OWNER
coprEs Xt !',1?"
trli "B::.t'fi ll:; tl,li,l," i,,".'^" r,'
PCL Construction Servi.ccs, Attn: li'[r ' Dcnny
Armour; Andcrson li Ilastings; ..
llRS Consrrltants, Attn: Mr t--!S r- lleolj-nd.o ts#'EivER
' Chcn€Norrlicrn. lnc.C..rdlnf trEb.-. ri S.r-!aL{.
REPORT OF FIELD NUCLEAR DENSITY TESTING
A3 r rrrnn FFt"ctDi tto cl afttt rr l'riE
^ra
cuttnwl ltl F trorrt rJrt grrrmD Af nr co|.x|o.rul mfllTY (r qi 91 Exrl' ^r! 4l!!q74tn 7r'l Fll r:a-
rnr{ or stlltrrlxrl c.rrq loll o rn!rrt trr oiR fqA&rrq crI mxiri'-a in:cttto ptKaa ql rrnu AIfRo/A- s lruS tr,r E Dgt4.D g' lfru ltJT}xl 6
ott.tlrD uu-t onll lfrlx{rax|| f{r ,ar\tlo lo w tq'flr|(l
^ E - d *Fjlt-]g... .r o..rFi.-
F..t! rb c|rflota a/|(t
To: To$rN oF vATL
Attn: Mr. Sta Bcrrym n
75 South Frontaqe RoadVail Co,81657 -
PRorEcr Addi t i on to vni I T'r-arrsDorta t.i on ccnter,
JOB NO. 4 398 90
oA.rLY REPORT NO. 81
rrwotcE No.
Vail., Colorado
DATE: 9-24-90
SHEFT 2 OF
SPECINCATION COMPACT]ON & MATERTAL
MINIMUM REQUIRED IN-PLqCE DENSIIY 95
CONSIRUCTION CONTMCTOR: B&B Excavatinq
r AS DEIERMINED I}I': ASTM D 1557
TEST LOCAT]ONS WERE SELECTED Ef:
I,'la11
Backfill
Chen-Northern
TYPE A'.ID NUMBER OF EAFTH MOVING UNTTS
TYPE A}.ID NUMBER OF COMPACTION UNffS
METHOD OF ADDING MOISTURE NatuTaI
I D-3, 1 Front Loader THICKNESS oF UFTRs Required
1 DuaI ltreel Roller, NUMBER OF PASSESAs Required
3 ,Juirpinq Jacks
*BSG:Belo\^r Subgrade
LOCATION
DEFTH OR
ELEVATION(rEn)
LAAORATOFf NELD
PERC€XT OF
(R€rATrvE/
|tA(|latf,t)
otlr rtD
SOIL TYPE
It)l
NO.MAXIMUM
Dl{f
DLNSTTY(pcf)
OMMUM
MOI5TURE
CONTENT(z)
DI{Y
DENSN'Y
(p"r)
MOISTURE
CONTENT(x)
37
37
37
I
€
371
378
379
4' North of Line Cat Grid 35
3 r l\krrth of Line Cat Grid 34
4' Norttr of Line Cat Grid 31
4r North of Line Cat Grid 38.5
3r East of Grid 39
at LiJle 824l East of Grid 39ac Lr_ne /\z
I].' BSG*
10' BSG
16' BSG
7'BSG
6I BSG
6' tsSG
136. 0
136. 0
136 .0
136. 0
136.0
136. 0
5.9
5.9
5-9
5.9
5.9
5.9
131.4
13I.3
131.6
131. B
r31.7
131- 9
6.6
o. u
6.1
6.0
6-2
rr-t,
97
97
97
97
9'7
q7
s.I].gnLi_ySilty Gra-
ve11y Sand
51. Silty
GravellySard
st. Silty
Gravell16ard
sl. silty
GravellySand
sl. Silty
GravellySard
Cl eiI+r'l1#i"Xtt-A^."r
A ruLL TIME OBSERI/ATION N P^J{I TIME OI]SERVATION
n|6 if:Pott PRf.s?nl:t (pt Dr|l RrtutD a.t ,. flfSJLt alf rf o09rw lrrt (r nl n a_,ryttrI. Yif ltA\c nf,rD oN llt€ citalRrax0{ lo (xraD[rf lttt[lo rlf
Sfroa$'-}|c|t!| cPrcIM trrttrl alo rrfsnnf ro [u. trrnrF [rt IvfJ *ltlt urr matm/r.f 6 l{t airGlrwLo oPfMnors. rtlF l r !lD( or nf fIt olr
As q.Lf]/ll) Ntrfls rt ro c/\rn rf qrt rrmntrs jrrny0rr. itst tlArr[ rrr] lr[ ur n s5 ron fln$6 otl $lLll[x lllt nLl !lLrrJ stsrEAno'6'
THE NIJC{I R DBagorrEIER r4Enm OF TtSur{G tyAS USID tN surlst Nll^L ACCOROAflCE WrrH ASIM D29c2 A]lD D-1O17
pREUMtt{AJry oBsER/ATloNs A}'rDloR TEsr REsuLTs -vERItALl-Y IIEPoRTED To: re: ryfvr,zlfRS Crrnqrr'l fanl-q
'l'he above tests were perforned on the bacl<fill rnaterial being placed
PROGRESS. REPORT.en'-ditEior riA1ls north of Line C and east of Grid 39.
coprEs xi:lli"t*li'3:;,t"ftll::cturc,
Anderson 6 llastings' l{r. Gary l''lurriatr;
PCL Construction, Attn: ,lth'.- l)cnny Annour;
llllS Consrrl tants . Atttl : fvlr. l,cs woo(l;
Pawlakrt
\-rlul l\tl 'r\-rl Ll lLl I I' ll lL. rriir*. -'. sorm'i.
REPORT OF REINFORCING STEEL. OBSERVATION
lJ^q,nA?En€rnlocrlxl|..nI^tEl,|rdfrIt\lt'|tl"It''urlr^if'r,r4rlD^tfoofrxn|tlm?fftr(r'o.o|l1|ro,|mntr^ID.f('pl,trc^-r(rr o. ftlttErll c(rquqDtr or txlri.ajlt trll (r iro a]ro crrr ntxrnin nrnr-o ptl'oarr q,l nnrot rvlmrH- r ut ru x Ef! 1 cr {r!tt IurrP 6
@r1flu, u{r5 olle.l ,fitlfrlutxll lr{ rgl[u, lo tl lllll{\
^
,nrt- .f tbl lllH lF.r .a Errr-.
liri &t. c|/flta^ a,/t(,
TO: JOB NO. 4 jg_B 90 DATE: 9-24-90]'OIVN OII VAIL
Attn: Mr. Stan Berrynan OAtLy REpORf NO. gl SHEEr 3OF 4
75 Souti Frontage ltoadVail, CO 81657- INVOICE N0.
PR(ilECT Addition to Vai. I 'l'T;rn sl-)o rtat i on Centcr, Vail, Colorado
STRUCTURE DecK
uc ltotl B.EV lloil RE]NFofrclllc
I Hoczorfi t
cou!$rs
Line B-C, Grid
16-18
Leve1 4 164 Rcrq/s #4 0 12" O.C.
I/2T &B
70 Rcftrs #4 @ B" o.c.Bottorn
47 Rows #4 G 12.' O.C. Top
70 #5 € B" O-C. Top fap
w/#4
3/4" SLab Bolst-er e 36O.C.
L/4" Wire e 36'' O.C.
I{orth to Soutfi
East to west
East t! West
East Erd
spEGrEADOlrS! SIEIL Gf, De 60 E pUnS USO
RfrNrqqNc qr t srEs& clean El goe DMmncs useo
qIARANCE AlrD COVER As Required El conrnrrcn rwtseo
sflJoNe sPEcFrc Tplel As Required o ruu-lue o|}stnr' IloN
B R St ppoRIS: TlpE - E PIRT-ltllE O|ISEXV nON
nflFlt ITPIICE @tllPt l{CEH'",n ffi'ffi ffiffiffi o.-ffi,n-
OWTD{ED RE-O(ATHID
Yes
PROGRF-SS REPORT A11 rebar is epoqg coated.
Michacl Barb.er Architccturc,
COPIES Attn: Mr. Scott lrlard: Gary l,lur:rain
PCL Construction Scrviccs, Attn: ['lr. I)cnny
Arnour; Anderson G llastings;
tlRS Corrsultants. Attn: It{r. l,cs lttor:d:
B. Carr S.L. Pawlak
RELD OBSEft1/ER APPROVED F/
Clrcn0Northern.lnc Cdrdt nf t'ftt-r s|. 5.r-{rr
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
at A tlmlt tttfErD. lo (trxrl rr trfE ||.r (rritlr,lr, A! rtT('rlt {rf ii'Tlfn.r:r nr cot!9!!|r-ti('rirY (' o"r o rt"t' rrtt Anlrngrlpr toi luRr^-
rrrl d. 3t rry|'{tl or'.cl,D.r qr rrt}cTn rrrx C'r niorirr.F qa ntx#'d^rui-irip'-l'riirr5-gn rgrlrx-rtrrnolr s{'uJ rrt E tlF(ltD f 'rn lett}€ rs
ooaul@ l'llr ofltt ,'FaFDr,lt! r{ rsrarD m N llllrE'
A;t r.- r r'.[ittX lr-r ef ...rr-J.'
aG r| OttlL a/lo
To: TorvN or; vAI r,
Attn : Mr. S tan llc rryrnan
75 South Frontaqe RoadVail C0 81657
PRoTECT Adtli ti orr to Va i I 'l'ransrror-tat i on
JOB NO. 4 j98 90
DAILY REPOKT NO.
DATE g-.Zq-gO
81 sHEE-r 4 0F
Ccntcr',
[{volcE No.
V;ri 1 . Col oraclo. Stair No.Walls
Westernsrylq l4obitc
SFSfEAl|otlS: 3Ur!P
LD( r.D. A 3000
3r_5'l An coi{IE{I 4Z-BZ
ArIsE'ar TanP€R ruRE RelrcE OOo - gO9:-
IET
M'.TFtrcT
Mr.
Iq(ET
}{).NT€
SATCHO
IITTE
Atutn/@
TIT.E
s llPtrD
R[1/OUnloll
couNTN
E{TN
RF]/O{J'NON
@tJMIER
@UPLEIrcN
CUEC YAffit-oro/
CUMUIA]IlE
y lER
^DO@oAuo$5
1
2
3
4
119
114
119
44
249I
2492
2501
2503
1:46 PI't
1:58 PM
2:59 PM
3:22 PI4
l:54 PM
2:25 PM
3:04 PI{
3:30 PM
2:36 PM
3:15 PM
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
a
16
1eL
2I
g
g
g
.l
TET
I'Xr
su,lp(|tr)An
cx)firElfl(f)
UET UNTT
I'MHT
(Pcf)
YITID
COICRHE
TDTPE-
R^N'ftE
cF)
RIIIATU$
2
3
6
3/44 7.0 139. 3
74
72
Balance of corcrete load rej ected,
out of slunp spec.
4 rylirders cast
PROGRESS REPOKT Test sample taken frcrg tnrck. 'nrnp in use- Tirre observed on all
trucks. Concrete rej ecte-d by cthiner:s representative ' Les l/ibod '
..6Drr." Michac I l}arbcr Architccturc I
Andcrson G llastings; Gary lr'lurt:rin
PCL Constructioll Scrviccs ',
UllS Consultants;
Chen€Northern.lnc.Conn U.'g LngLi,. o'{ s.J-'tH,
REPORT OF CONSTRUCTION ACT]VITIES
a9 a qmr^L FnotrErDt to cl txxr. ni Ptrl r Ax) (xJltlFtlitl a! ,t!t{t(nr rt|( sirtlln"D A3 ncortrfxn l-''i"tfrY (f ot o fr4t' ta a'T}r'till TDl f!oi an E _
rr*r d sr^trrrF s c6t1lg.l on rrrA;r:r rp(xt m Florrrrr.o r nnors-d-nr.:nml rrrnjrrc o$ rnrrur'fo]ri sir4r: ru E g6'(EfD t rtlrt En$ 6
c{arultr t,'{rls gnir lfli }gLr{Is {|e l4F -1I) lu lf{ lttllll,.
^ 'ri-nr- d hl lllfl lstrt .. o..r\taJ-
rdti ||a, €{tO:lA a/ao
To: T.WN 0F 'AIL
Joo No. 4 398 90 DATE: 9-25-90
Attn: I'lr. Stan Berrynatr DAILy REpOKf NO. g2 SHEE; 1 0F 475 South Frontagc lload
Vai I C0 81657 ll.lvolcE NO.
PRoJECr Addition to Vail Tr:artsportation Cctttcr, V:ri 1, Colorado
WEATHER CONDMONS AND IEMPEMTURE Clear,70%'.
CONTRACTOR'S CONSIRUCfl ON ACTMT]ES
PERSONNEI.:
ITAX)R EOUIPMENT:
ICIMTIES:
CHEN-NOflfiERl,t'5 SITE AGIMflES full-tire Testilg, Inspecbion ard Observation:
Excavation for Stair No. 5 south of A Lile at Grid 22-23t Density tesLing of
backfill rnaterial beilg placed at e)<terior wa1I west of Grid L ard Stair No. 11;
Rejnforcilq steel being ptaced for elevator slab Staj-r No. 12.
VERBAL COMMUNICATION WITH CONTR^CTOR, ENGINEER, ANCHTECT' OWNER
l,tichac I Rarbcr Architccture,COPIES Attn: t'lr. Scott Ward; Gary lulgrrli 1
PCL Construction Scrviccs, Attn: Mr. Dcllny
Woocl
.Chen€Nonhern.lnc.C.r-r!rE trgh-.r r.{ S.bar.('
REPORT OF FIELD NUCLEAR DENSITY TESTING
as A rarttA Ffmcrt'| 't' cr rxT( nf nttr |}o (|-r:lfl_\'r!. frl attrftr! fnf Itr.mp At nq coal-rtofur FncfnTY 6" d'| frar5, A{t Amu[ Tnr [l nltla-
DOr 6 Sr^rTrrrxrt frrrcllr.qrr! c,r mFrcl! rlr).I (x Rto rr(rro otllt N (Ill:t REttM, fittor€ dtt wETTUa Itfriov& 9LPt!3 vu [ DdloE 6 a-nt lt:T]ro Itc(rrtIID rALJr oD{t lrft.radjtxtt arrt ra|ll lo ur rrrlnq
^ 'i-'ir- d tll HIH |rqr .. E ldrb
F r t..' Clf,lUrA ,l^o
'\'" TolvN OF VAIL JoB NO. 4 398 90 DATE: 9-25-90
Attn : Flr. Stan llerrynan
75 Souttr Fronurqe Road DAtLy REPORT NO. 82 SHEE-I 2 OF 4
Vail CO , BL65? tNVolcE No.
PRGJECT Addition to Vai l. 1'r-ansportltion Ccnter, Vai1, Colorado
SPECInCAnON coUpACnON & MATERIAL tr{all
MINIMUM REQUIRED IN-PLCCE DENSnf 95 r AS DEIERMTNED S/: A.STM D 1557 Backfitl
CONSIRUCION CONTMCTOR: B&B Excavating TEST LOCAIONS WERE SEII'CTED FY: (tren-Northern
TYPE Al.lD NUMBER OF EARTIJ MOVTNG UNTTS 1 Hoe, 1 Fr-ont Loader
T\?E Al'lO NUMBEII OF COMPACTION UNflS 1 Steet D1-un Rotler,MEIHOD OF ADDINC MOISTURE Natural ? .rrrrnni
THICKNESS OF UFT45 Requjred
NUMBER OF PASSESAS Reoui_red
nrr .Tar.lcq*BSGBelcr,'r Su@racle
LOCATION
DEPTH OII
ELF/ANON
(FEFr)
IJDO'TATORY FIELD
PERCENT Of'
(REl ATrv€/
l,t^xurur)
osr^r.E6
SOIL TYPE
lt)l
NO.M,qXMUM
DRY
DLNSNY
(pc{)
OP]lMUM
MOISTURE
CONTENT(x)
DKY
I]ENSITY
(pct)
MOISTURE
CONTENT
(7)
38C
381
382
383
384
5r North of Line Cat Grid 31
3t Norttr of Line Cat Grid 33
4' Nortlr of Line Cat Grid 30.5
3' Nortl: of Line Cat Grid 35
I' Souttr of Line Aat Gnid 1.5
14' BSG*
BI BSG
12I BSG
6I BSG
IO' BSG
140.0
140.0
140.0
140.0
140. 0
6.1
6
6.1
5.1
5.1
-l
F4.1
134.0
L34.2
I33. 9
134. 0
7.0
6.9
6.7
6.6
7,7
g6
96
96
96
96
Silty Sarrdy
Gravel
sl. silty
Sardy Gravel
s1. Silty
Sardy Gravel
31. Silty
Sardy Gravel
sl. silty
Sandy Gravel
E! FULL TIME OBSERVATION U PNIT TIME OBSEM/ATION
lltli iftlt|l' PifJnrl:t ottrl'tt TInrtD at A nt.lJtl or otn ol|gritr rrrat rr n t pt rafyfHt. tt lr \rf Fft |ro o{ nlr cltarF,,€Toal ro c0flD[rq ,.rltav]€ Ifnroqraxom c(r-|c||w t.tr( I r,lo lrElirrr lt nu trrnll|g Dt[ nr{5 rlrqrt ararrf-,w}n 6 }r.[ rrEaivr.o Ffn tn,s. lfSrs AFE sA!x t nF rn| ol.Y S [l.Evt-o xtr<(srRt m c,/{[t^tt cr,R or6uttt-F! Jutptlrtll, rtsr !]\IA tnf ll)rr nl:. :{lf &\t tqr q+rpt6 ofl $lnlIJl tllt f[l !tInr sLqfxrtllo6.
IHE NtrclIAR Dotsor/Etfi MEnm oF IEnNG W S US€D tN SUIETANT| L fCCOS{IANCE rYIrH ASnr D2992 ANo DJll7
Les tr{ood
PRzuMIMKY OBSEF/ATIONS AllD/OR TESI RESULTS -VERIIAIIY REPORTED TO: s7g3g Consultants
PROGRESS REPOKr Itre above tests were prforned on backfill beirq placed for exberior
walls. norttr of Line C ard east of Stai.r No. 10.
coprEs Xiill?"trl1'3:;.t'ftlll:cturc'
Ander-son f1 llastings ' I\'lr. Gary Mur:riatr;
PCL Construction. Attn: l'lr. Dctrlty Anrour;
llllS Constr I tants . -
n ttn : Mr . Lcs ltloocl ;
B. Carr S.L. Pawlal:
flE."D OESENVER EPP'IOVED Ff
Chcn€Nonhern.lnc.C.niltht fJ*-t -ta t a-4...
REPORT OF FIELD NUCLEAR DENSIfi TESTING
t A r.,n { ?rsltLlrr to crtxtl nl nrn $o dtttlils. A! irixrrn nf r,frntD l! nf ff'I.ul!!1-'-fil'f|rr f q't oLlltl' 4p -!t!!!ulDl tm n|r-EA-
rr rt tr.rrarnr, urErrr'orr rrr rrrrrcrr tttrlia (x drr^r!.{r o,.r r,tnirr'd rttnid nxrrc qrr *n rtx ,ra'm/,ir- !.luiJt rat 3( lLtolD (t firT ltnrd 6
crr.Ttt ltt |,rrn olrrt Ii rll.ll-)fl!
^tlt foltllu lu r| tlllf4
^ T, *[ijliTl'-' er !.."-r-
- .. ..-.-. .,a.
TO: TgWN OF VAIL
Attn : l'lr. Stan Bcrrytnan'i5 South Frontage RoadVail C0 BIb57
|Fo.IECT Addition to Vai l Transportation Ccnte'r,
JOB NO.4 S9B 90
I}AJLY REPOT{T NO.
il'{volcE No.
Vai'1, Coloraflq __.
DATE 9-25-90
82 SHEET 3 OF
IEST
NO.
*RSG=Felor^r Sr:bgrade
DETJNI OR
LLEi/ANON
(FEEI)
LAI}ORATOI{T RELD
PEIICSIT OF(ffr nY.E/lA[t|r,tx)
ontArSD
SOIL TYPELOCATION
}l/U(IMUM
Dmr
OENSTTY
(p"r)
OI'NMUM
MOlSrUttE
CONTLNT(x)
DKY
DENSTTY
(p"r)
MOISTURE
CONTENT(x)
377
386
30r Souti of Line Aat Grid 1
5' South of Line A
at Grid 1.5
B' BSG*
5' BSG
140
140
0
U
6.1
6.1
134.1
133. 6
6.9
6.6
96
95
slighu-ySilty Sandlz
GraveI
51. Silty
Sandy Gravel
Michael Barber Arcltitccturc.
COPIES Attn: Mr. Scott 14ald;
Anderson & Hastings; lt{r. Gary Murrian;
PCL Construction, Attn: Mr, Denny Armourl
URS Consu I tants , Attn : Mr . Lcs ltlootl ;
B. Carr S.L. Pawlak
FItl-O OBSETWER APPROVED W
".:t.. o r !\-rl tl lwr | lt ll l\4 o.-rrLi r4p=r d 5<rorB..
REPORT OF REINFORCING STEEL OBSERVATION
t A r^rrura tifitcl!,a to q txTl nI 'Lr ^ro dRrlrr!, aL tltorTr at tuqTnD At n( @trraxrtr( Fm"tt|' oF al cu].tl"r]o arntE IDl mi R-frA-
fw g- st1n1;.1{tl c61qrxro (i r;;D..rt rrf (11 ito irr;1 61,11 11rGlt-tt ;ti;,r-D ft}.tp drn i [rt ,ttrxlr- $Fl6 fu E: lxF(Eo f l]ltr lurrE 6
@auru) ulljd oll!.,l ,l .l,rxlr ttl l.rffD lo ta r!!Il(r
^ 'Fr' d i'" fffi] 1'-.; .. d4n
rdF rrr. clalla a,/ro
TO:
TOTIN OF VAIL
Attn i l'lr. Stan Bcrrymarr
75 South lrrontage BoadVail, C0 81657
PRt^JECT Arlcl.i tion to Va.i 1 'l'ransrrortati orr
JOB NO. 4 39_8 90_
DAILY REPORT NO.
ll.ryotcE No.
Vai 1 , Colorado
DATE: 9-25-90
82 SHETT 4 OF
Cc tcr,
STRUCruRE Top SIab and Wall
L(r^notl IIJ5\'AIION
RE FORCOTC
@uuofis
VERNCAL IIOR:ZONT^L
Elevator
Stair t{o. 12 L09't0!"5 #4 e IB"O.C
12 #4 GIB"O.C
East to lrlest
North to Soutlr
spEcrncArxr|* $EIL GRADE 60 El puHs useo -
RElt{Fmqt|o ct"EAHtI{Ess: clean E srpe Dfl rl}rcs usED
CLEARAIICE Allo @VEft AS Requr:ired El corrnrrsOn rwrro
sP[JqNO: SPECST Int* As Required E rul-lue oosERvAIloN
tt R rupponT* Tt?€ chair El prrr-nur ossavlro
flllslt lNPt c€ CO|IIPnNCEHoerr iil,ffift. #S1ffiffi ne-ffirnohi€ tNm lly yrHO{' oL{r4NO .' flE-trqH @
- Yes
PROGRLSS REPORT
Michacl Barbcr Atcltitccture,
COPIES Attn: lvtr. Scott lrlard: Cary lr,lgrlain
PCL Construction Scrvices, Attn: [,1r. Dcnny
Arnour I Anderson $ llastings;
llRS Consultants. Atttl: lt{r, Lcs ltrood:
B. Carr S.I-,. Pawlak
FIELD OBSER/ER APPROYED S/
To: TowN oF VAIL JoB No. 4 J98 90 DATE: 9-26-90
Attn: Mr. Stan Bcrrynan OAty REPORT NO. g3 SHEEr I OF 675 South Frontagc lloadVail CO BL6sZ llwolcE No.
PRGJECT Addition to Vail Transportation Ccntcr, Vai1, Colorado
WEATHER CONDmONS A.l{D TEMPERAruRE Clear, 40o - 7O%'.
CONTRACTOR'S CONSTRUGNON ACIMTES
PERSOI.INEI.:
MAIOfl EQUIPMENT:
ACTMIIES:
CHEII-NORTHERII'S Sm ACIIVffiES f.u1l-tjn= Observation, Testing ancl Inq)ection:
Concrete being placed for deck topping, Level 4, Line B-C, Grid 16-18 and srlab
top of elevator core at Stair No. 12; Density testing of backfill rnaterial bei-ng
placed at exterior walls of west pa.rkilg ranp and retaining wall St:.ir tJo. I0;
Reinforcing steel being placed for south.wal-I Stair llo. 4. Ljle C. B&B Excavatj-ng
continues to excavate for Stair No. 5.
VERTIAL COMMUNICAT1ON WTTH CONTMCTOR. ENGINEER, ARCHITECT, OWNER
Itli chae 1 Rarbcr Architccturc,COPIES Attn : lrlr'. Scott triar{; [n py l,lur.ra.i rr
I)CL Constructior-r Services, Attn: Mr' Dcnny
Armour; Anderson fr llas-tings; ..lll{S Consrrlt lrts. ntttl: Iqr" l,es woo(l;
-
S.L. Pavrlak
APPRO/ED F/
Chen€Northcrn.lnc.Co.rdtfi{ taol.r... orxr scb,(ht
REPORT OF CONSTRUCTION ACTIVITIES
A3 A rAmr|t Fir'ttfur Io ct fxnt Df Frtl t !{) rErilvtil ^lL
ttt!{,t- rr[ 9.nFmn a3 tril @[rttor l fnttrtrd 't tltl dIxE ^xt rnri!IAtDl foi F[f d-
tr,.ds|^||r.}r8'cf'0trrD.]mtIlR,{;]:tlPo{gls{'rwI'€mrcroir:.drr':rrrrnrruivjout|l|t|lt'.trpiiovrr.*ou:t1rD[06'rd[Dt^|T6
c{f,.r,:.rut r,t{r.t3 qlrul Aqirrc1|.'llS Nrc ,4ttD To ll| tfttt€.
^ 'r'i.- .t r'.1 lllll ls'. .. o..rt'-.
f.6 ||o. Gr.fIOIA 4/lo
.Clrcn€Nofllrcrn.Inc.C..alU6{ f.,rC..t -t t 5.1-aLa.
REPORT OF FIELD NUCLEAR DENSIfi TESTING
AS A t mt|f pxt"ct!.a ro (aaxTt, nr nrnE p{) (I,Rtft vt!. Al mtrrtrE x[ slriarttt A1 rtf corD(}fiFt Fi(prnTY (r ot! ct nxra lJo amonllrt nn irl EA-
I|(r',r dr sr^rrrrxtl c{r.o tr!{r6 oh rrrrrcrr ,trtt (n Rf q rr'.€ cn nrrrrrrn ts Ftjt tt|, rlrottl d,A fnnD {rR{x l- S lfU:l lYt"L { Xtt'qM mli TfSn€ 6
cta+.uTID ual! olllt l,rar€ulxTr xr ,!llll"D lo w rwrrxr
^ rrt-.. -@* - ...ir..i-
rd'i r.. Cr|ftcr VaO
TOI,IIN OF VAIL
Attn : Mr. Stan Ilerrynran
75 South Frontaqe RoadVail C0, 81657 -
PRGJECT Addition to Vail Transpor-tat iorr
JOB NO. 4 398 90
DAILY REPORT NO.
rNvorcE No.
Va i. 1 , Col oraclo
DATE: 9-26-90
83 sHEEr 2 oF
Ccntcr,
SPECIflCATION COVPACTION & MATERTAL l,ila1t_
MINIMUM REQUIRED tN-PliCE DENsrff 95 x AS DEI'ERMINEO tr/: AST14 D 1557 BacMilt
CONSTRUCTION CONTMCTOR: BaB Excavatjnq TEST LOCATTONS WERE SETECTEO gr: Chen-Ncrrthern
TYPE A|\ID NUMBER OF EAIIT}I MoVING UNTIS 1 TF3, 1 Front I.oader
T]?E AtlD NUMBEJi OF COMPACflON UNffS Steel r,{heel Ro11er,
U€THOD OF ADOING MOISTURE Natural- I Jtnnrrincr Jack
THICKNESS OF UFTAs Required
NUMBER oF PASSESAS Itequi-red
*BSGBelorrr Sr:bgrade
LOCATION
DEP-TI-I OR
ELF/ANON
(rErr)
tnAORATORT FIELD
PfxcENr of
(RE-ATrvEl
ll^x|lrua)omlrg)
SOIL TYPE
rul
NO.I'\XIMUM
DRT
DLNSTTT
(pcf)
OPIIMUM
MOISTURE
CONTENT(r)
DRT
DENSTTT
(pcr)
MOISTURE
CONTENT(t)
B€
38
3
389
39
I
391
Wa11
Wal1
4' West of Grid I
at Line B2.5
3r lrtrest of Ranpat Line Bl.5
4' West of Ranpat Line B
3' Souttwest of Ramp
Wal1 at tJne 9.2
4r West of Grid 1
at l,ine A-5
7I BSG*
5I BSG
3I BSG
2' tsSG
1I BSG
136.0
136. 0
136.0
136. 0
136. 0
qq
5-9
L32.6
r32.0
L32.7
L32.4
132-3
.1
7.4
7.2
0
7.3
7.O
97
97
o?
97
97
sIr_gntl.y
SilQz Gra-
ve1ly Sand
S1. Silty
GravellySard
sl-. Silty
Gravel116and
sl. silty
GravellySard
cl ci I +r'
/ar:r ra] l.'a--/{
E FULL TIME O&SEIWAIION tr Pff{T IIME OBSEFVATION
nis |t.P(|lT Pttt:ltxllt @lrD|r tDir{D A! A Rt-tlJt,I Of Oril Oir$tfw^tr},:t Of Frtl a..t}raHt. r,t ll \t mtrFO Ot{ lf a-.ffnaCt(l 1O @.ft[F Xtant€ If
nr-f|'*taTtn Cofrrcrt\rf ttttnrt atD rr(Frnrtr lr) rlu, Irflxr l|E nlat wrf un (rltltrrtn B */r (t64AVl€ Ct:Miqas ltJIS lrr€ u Da Or oi: ml atrJ
AS q-t-f1f-D lttcfsilft r G{ltulf qrR qFU{VII'J JUUall,{I. lfsl DAI Arlf l{,r ll[ sq'r. lrt ron ofNxt6 ol mltllfJl lllE Fu !trE g'fcrrrrrto'l_
TlrE Nuct"E R DSaso|lEIER MEnrco oF rErrNc vt s usfD rN suust NTuL Ac@RD r$E wIlH irsD/ D2992 A}lD DJol7
PRzuMlMfrr oBSERVATIONS At'tD/OR TESr RESULTS VERUALLY REPORTED TO:*= wbod wARS ConsuLtants
PROGRESS REPORI The above tests were-perforr.Ed on the backfill naterial being placed
at exterior walls, west parking ranp.
.^DrFq MichacI Rarllc r Architccturc.Attn: It'lr. Scott Wa rd;
Anderson {i llnstings; l'lr. Gary Nltrrriatrl
PCt, ConstTuct ion. n ttn: ltlr. Dcnny Allnour;
IlltS Consrrltants.-Atttt: Mr- Les lvoo(l :
B. Carr S.L. Pawlah
FIELD OBSETNER APPRO/ED Ff
TO: TO14N 0F VAIL JOB NO.4 S9.B 90 DATE 9-26-90
Attn: l{r. Stan Berrynanp.o. Box 100 DAtLy REpoI{T NO. 83 SHEET 3 0F 6
Vail CO 81658-0100 . llWOtCE NO.
PRq,ECf Addition to lr'ail lransportation Center-, Vai'I, Co!qr44_e_
IEST
NO.
lRsc=neloi Subgrade
LOCATION
OEPNJ OR
ELEVAI]ON
(FEEr)
LAAOIlATOtry nEr-o
PACOfi OF
(FO-Ar'/E/
II^)OU['T)
ofiAlNEI)
sotL T|?EM/\XIMUM
DT{T
OENSTTT
(pcf)
OP-NMUM
MOtSluttE
CONIENT(x)
DTTY
DENSTTT
(pcf)
MOl TURE
CONTENT(x)
392 5r tr{est of Grid
at Line B2.5 Subgrade 136. 0 5.9 L32-7 7.3 97
Slightly
Silty cra-
ve1l1z Sand
Michael Barbcr Archi t ccturc .
COPIES Attl: Mr. Scott Ward;
Anderson fr llastings; lr{r. Gary Murrian;
PCL Construction, Attn: Mr. Denny Armour;
URS Consultants, Attn: lntr. Les lllood;
B. Carr S.L. Pawlak
REI.D OBSETWER APPRCIVED tr'
Chcn€Nonhern.lnc.C..rJthf fnffFr ri t LtiLa.
REPORT OF FIELD NUCLEAR DENSITY TESTING
^' A lrrllA tFnclrr l! qrxla Dl n r l,rt qiirl,fl. /rlf, rtorlt rnf i,r'Trm At nf ro?trrt{J1(-ttrtoirr f crt or}fil l|q.llllelurtn{ 'oi ''l.nIA-rr',. o. tr^lruxrt sr€(rior. rrr rrrrrcili rrnx arr ^rmri,.o c,n ar.".ii u-rttr-nio iriirl -an -rrrrtr ,r?trt n- 3{tu! *rl x lgtllD (f lru IUlo 6
cr.rllft urlt! {ntr, ,il ri{ll,|rl ,rr .a(i!lt, lu tillrx|'
^ "-r.- , -Fiiil-lt-" ., ...rr-r-
- ,' -t-.f. a tG
ulrcngNorthcrll,lnc qrndhr ra*ts h. so,_{r...
REPORT OF REINFORCING STEEL OBSERVATION
lt a wntrt li,|tqtDt ro ct txtr, tr|: n:E rrr, c;tl\ir:r, ltr ifto'rTt lrt t rrnfD At nf o(tttrfxnrt fGilrt c (Irl o.E].11. Ao arn(xr TDt toi PlJltJcA-
n11r q. sr;nE-1art o11q16{r.r (! rxlti.crt rif (n 11o r.rut cr; uxr11;-rj n;6o FotDr€ qrxtrd p7i(ML SAlt(rJ ru t rFqr! or lrt$ ItJnp 6
oqf't.tlll rrtrlt olt(r ffrYrg.ll).lr rnl lor\itl, lo [tilr{,
^ 'n.!.- .r r'.firfxlm r o.."!c!.-
r.6 r,'. Cl.l ll^ a/to
TO:
TOWN OF VAIL
Attn : lvlr. Stan Berrynan
75 South lrrontage IioadVail, OO 81657
PRUJECT Addition to Vai l 'fr:rn spor.t at i. on
JOB NO. 4 398 90.
OAILY REPOKT NO.
ltryolcE No.
V:ri l, Colorado
DATE: 9-26-90
83 SHEfi 4 OF
Ccntcr,
STRUCTURE Wall
Loc^no E.q'AIION
ROlrFORCllrc
coratr€xrs
VERNCAL l{oRzor{IA
Stair !{o. 4 Ievel 4 30
21
G
#4 @12'o.c.
AfI Ttrreaci
16"
2 +t62#4
f, ti4
Top
Bottcm
@18"O.C.Single I'Iat
spEcurc ron* srE- cRADe 60 EI puHs uso
RElfrnctl|c ctEAlrwEs& clean Fl *pe oRAUI]lcs usED
ct [ &AI|GE A]rD CO,t& As Recluired E comnrron auvrseo
sPlrcmc: SPEEFE Tpt * As Requi-red [] ruu--lue oosEnlr'A'IloN
OAR SI'PPOfiTST TIFE
FHEH llFl'/AcE COUIf$|ICEHocHr {fi4ffift_ ,#il"1ffi;n nE-ffirno.. wr€r{ tNtn ttY . W}lB{DC^UD{O RE.EOIIN@
- lio Yes 9-26-q0 P.M.
pROcRESs REpORT Missing one vertical all thread for 16" O.C.
Install-ed by cont-actor before pour.
MichaeI Barber Architccture,
COPIES Attl : I,tr. Scott ltlartl ; Ga.r:y lrlgr"ru j li
PCL Construction Scrviccs, Attn: ['lr, t)clrny
Armourl Anderson & llastings;
IJRS Consultants . Attn: It'l r:. l,es llroorl:
B. Carr S.L. Pawlak
REI,D OBSEFNER APPNOVED TT
TO: 1.96111 OI; Vn I l,
Atttr: Mr, Stan llcrr-yruan
75 Soutfi Frontaqe RoadVaiI CO 8L657
qltQ1lEGf A(ldition to Vai1 '['r-an spo rt:rt i on Ccnt-cr..
JOB NO. 4 Jgs 90
OALY REPORT NO.
rlnrcrcE NO.
V:ri I . Colorado.
DATE 9-26-90
83 SHEET 5 OF
Western sftrrFn^tx)frs SuruP 3"-5"An cor{rE{T 74 Avg.
AAAff T TPERATUFE R^}€E€rPPun llbbil. ltut tD. C 4500 ooo - go%'.
TESTtn mrct(Mt TIC'(f,T
t(}.Tlu€
EATCHED
IlrlE
ARfiV}.D
'nu€
s ltPt-ED
RnOUnDil
@UNTB
lforN
Rf\.ou'Itoil
@{rxrER
couPl-EIloN
;utrc Y &ls.9^D/
ct uuulrvE
TA1ER TDO€D
o^u-ontr
I
2
3
4
5
6
54
117
100
119
114
104
49
2523
2524
z5z,>
z) z6
2528
2530
253L
6:49 AItl
7: 11 Al4
7:22 Nl
7: 30 AIvl
7:43 AIvl
8:03 /1ll
B:11 Al'l
17:06 l\lvl
I
I
7:28 Alr
7:38 AIvl
7:43 AIII
7:56 AItl
8:20 AIt{
I : 1O Ait4
7: 50 AItl
As Req
As ReS
As Req
As Req
As Req
As Req
Ac D6/'r
As Req
As Req
As Req
As Req
As Req
As Req
B
I6
24
32
40
4B
EE
6
g
4
p
g
fa
rElr
ML
su,lP(ur)ANc[}milr(r)
TET UNTT
TEAHT
(Pcf)
TA.D
@itcftErE.IEIPE-
RANAE
cF)
Rtnffu(s
3 a t/s 7.0 140.3 69 4 cvlirders cast
PROGRESS REPORT Test sample taken frcr,r truck. Punp in use'
Tirre observed on af1 trucks.
,^, Dr.re lvlichac I llarbct Arclri tccturc I
Anrlcrson f; llastingsi Galy Murrain
PCL Constructiotr Scrviccs;
URS Consultants;
B. Ca.fr S-L- Pawlak
F|ELD OBSER/ER APPROVED BY
Chen0Northern.lnc.C6air{.i t r9h.-t ('}a 5<r-!0.{.
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
Ar A tt ttJt ?i'lrtrrr lo (trxtil r'( trrf E |r.! qtrrtwl At rfr(rrr r,ll n nTD at nr oo.room t -fnoF?tlY C grr c! f,]fil' l'o--|r'ffi'tl tn rm 'ln'rc1-trl. o' sr rrrnrrl oorqrrrr.r cr rJJFrclr rrrr orr [o.rlo q.r nu<jrri'ri^ifrrril- lrilip-ar -wltrx lvnole- 3 lf'(tt wll ge ltF(Illo o' l'nr lf:ttr€ E
oorttTD ttLr qllt ,n 5rxl| Irt r0 tD ]n x tlll}.c
^ 'n-r.- .. r..fEiFllr t ., ...n?-r.
tFi la Clalt{ l./to
TO: '1g1U* OI; VAILAttn: Mr. Stan llcrrylran
75 Soutlr Frontage Road
Vai l C0 8i"657
!89!ECf A<ltli.tiorr to Vni. l 'l'r.an sl)or'li.r t i orr Ccltt-cr',
JOB NO.4 S9s 90
DAJLY REPORT NO.
lrM)lcE NO.
Va:i. I , Co lorado .
DATE 9-25-90
83 sHEEr 6 oF
Wbsterns[rPPrm r4ohi]_e
sPEEFEAlrcfl! ql uuP
!D( LD. C 4500
3"- 5"ln coi{IE{r 7? Avg.
Arso{T ]EI{PER TUBE R^}rcE OOo - gO%.
IET
M).rnrcr
ML
llo(Et
ML
nuE
a TcH@
TIME
ARNryED
T$E
s.UIPIID
Rnroumoil
@UllTER
EON
RE\OUfiTOTI
@U}{tEN
@UPLENON
CI'IIC YAGt9 D/
CUMUTAT'VE
WA''EF ADD€Do l Lot|s
8
9
10
rl7
119
114
2533
253s
2537
8:44 AM
9:21 Al4
10:414M
B:58 AIt[
9:32 AIt{
l0:58A,t
As Re.!l
As Req
As Rql
As lieq
As F(eq
As Req
64
7r.5
t3.5
12
10
g
TEST
HL
su[?(nr)An
ootrrE|I(r)
Tfl UNrtr
wtr]tT
(Pcr)
Yttl-D
conrcfiEIEID|PE-
MTT'ftE
cF)
ROr ruC
Dcr,/n tiJrE to mcve pun{) truck.
25 rninutes: 9:35 A.M. - 10:00 A.M.
PROCRESS REPORT Tnrcj< No. It4 concrere n'irLA 3000 pkced for sLab i:oy of elevatrjr
Stair I'lo. i2.
^t^,,rFc
l"li clrac I llatbcr n.rchitccturc;t'r/r rrr Andcrson G llastings i Gary lvlurrain
PCL Consttuctiott Scrviccs;
URS ConsuLtants;
B. Carr
RE.D OBSERVER
,Chen€Northern.ltrc Cqr|,Ihf tttCk'.qt tri 3.r-ll{,
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
at a i{nt.! trtftrr ro altxtl I( n!|E lll| otilllfl rll lf]rcrra lnf, t rartrD a! ''i: co?rlxlr l-tt('flrr f (tl cl fr'ti ,,O-'A'nrt'rortDl toi Ftrtx^-
ttc d- trar'rax[, crr.ouE .! (r rxr /crt rRr. r! iforrtrrc qr mnorn-d^irJ*io'-ltjiin -clf rrrrtx ^'r
xrl 3lrit: vrl E o(ttdD tr 'rflrr ttjDrl tl
oo*arllD lratlr slrr naxtxxl! l^. rcau, nr H :'nrc.
^ ri.ri- d srfXtti-lpt rl ...rr-J..
r.i r. Oll laa ./t0
. Chcn€Nor'ilrcrn.1uc.Con.dlJrlq t sl,''r !n<j 5{/- rlt
REPORT OF CONSTRUCTION ACTIVITIES
Al^rr,nAFr0mcrr'{loc1rxT!'I'fn'|E^,.'d,i'<FaYr1Al|liPq!l..t|J'f9'rnnrDA.r'rrcorfr,.,|'wa|'r'fnT'rcrfr,ft{Ts.^,.|oA'I}onll I
n(r.r sAlrr.).rs! caa{r u_qr€ on rr$ :rr rFos m fn fr.q oun ntrorir:-r, i6-rrm [.NDrKr otn rnnm'fn- s'r$u: nti tf t]6t'cEtD or ltltn nsrro 6
cEaaunt uul3 on1| r€|||r'g{F tlts flc ro.llD lo fi wnlr{l.
^ n'nr- .. t- [-r r r-lr-t d c.iF-.
rdn x.. Cr(lor 4no
To: 'fg14N OF VArL JOB No- 4 598 90 DATE: 9-27-90
Attn: Mr. Stan Bcrryman DAIL' RE'ORT NO. 84 Sgfm 1 0F 575 South Frontagc l{oadVail CO 976s7 lNvolcE No.
PRG,ECr Addition to Vail Tr:rnspor:tation Ccnter, Vail, Colorado
WEATHER CONOMONS AND TEMPEMTURE CIEAT, 4OO - 7O%"
CONIRACTOR'S CONSTRUCT]ON ACIMTIES
PENS$INEL
I'IAPR EQUIPMENT:
ACIMNE*
CHEII-NOfiIHE il{'S SITE ACIIV|IIES ftr11-tirr* Obsenration, Testirg ard Inspection:
Corcrete beilg placed for Stair No. 4 wall ard suspended slab Stair No. 10;
Reinforcirq steel being placed for cap vral-ls, Level 4, Stair No. 1I; Density testinq
of backfill being placed north of C Line ard east of Grid 39 of ns,rt structure.
B&B H{cavating continues to e)<cavate for footings, StaiJ No. 5.
VERBAL COMMUNICATION WrIH CONTRACTOR, ENG|NEER, AIICHIrECT, OWNER
l,li chae 1 Barbct' Archi tccturc,coPlES Attn; Mr. scott ward;Galy Murraitt
PCL Construction Services, Attn: Mr. Denny
Arrnour: Andcrson fr llastings;
lllls Consrrtt.lnts, n t-tlt: l"lr, I'cs Wocld:
{hen€Norrhern.lnc Co.:runf [,l9]t-r G{ S.r-{.{.
REPORT OF FIELD NUCLEAR DENSITY TESTING
as A ra.mtrt Ft$|ttutxrt nt aarrn nr: Ft,tE
^.tlD
(|rrtflwr. Atl F Fr'||lr /nt srlr{Ilto a3 nf @atlrf.llTl,{. PltelnTY (' a(t ct l€xls, l}o atnrt llFl rtFrlE -rur o' sr^ttrr(xE (trq u|tr6 o,r rrlpfc:lt rnrtf (n Rto rdr€ qrr sulutt! !r FlJalM, FfMr€ o.n mrrul lJ'fn(xA- srrf't-E ItI lt Dtlatr, ff lfTri 16T119 6
ctrr|"trlD lt|..[t qmi ,#rqra,{rr laf ]rc.if,tD Io m wfllNq.
a r'!'.- .. r. [nirl-l r.r , o..rr..-r
F ri t|.. Clflot a,/to
To: 'forlrN oF v^r L
Attn : [,lr . St an Berrynan
75 South Frontaqe RoadVail C0,81657
PROJEGI Additign to Vai I Tr-ansportat i.on Ccntcr,
JOB NO. 4 398 90
DAILY REPOFIT NO.
tlivotcE No.
V;r i. 1 , Col.ora<lo
DATE: 9-27-90
84 SHeEt 2 or
I{a11
ASTII D 1557 Backfill
SPECInCANON COT4PACNON T }TATERIAL
MINTMUM REQUIRED IN_PI^CE DENSIIT
CONSIRUC'DON CONTRACIOR: B&B Excavatino
95T AS DEIERMINED BT:
TI?E A}ID NUMBER OF EAI{TH MOVING UNITS
T\?E A}.IO NUMBER OF COMPACTION UNNS
METHOD OF ADDINC MoISTURE Natural
I Front Loader, I D-3. tHtcKNESS oF LtFTAs Reguired
2 DuaI l'lheel RoIIers. NUMBER OF PASSESAs Required
2 Jtnrpinq Jacks
*B,SFBelcr,r Subgrade
LOCATION
DEPTLI OR
ELF/ATION
(rErr)
ITI}OI1ATORY RELD
PI,TCENT OF
(REr TrvEl
rl^x|rAl|)o('r^lfj)
SOIL TYPE
rul
NO.ITIAXIMUM
DRY
DLNSMY
(pcf)
OP-IIMUM
MOISTURE
CONTENT(t)
DRT
DENSITY
(P"t)
MOISTURE
CONTENT(x)
39
394
39
3
396
3' Nortfi of Lirre Cat Grid 30.5
4r l*)rth of Line C
at Grid 31.5
6r North of Line Cat Grid 32
3r NorLtr of Line C
at Grid 31
]O' BSG*
BI BSG
6I BSG
4' BSG
136. 0
136.0
136.0
136 .0
5.9
5.9
5.9
5.9
r32.2
132. r
L32.4
132.0 7.0
7.L
7.4
7.2
97
97
97
97
sliqhtly
Silty Gra-
ve11y Sand
51. Sitty
GravelllEard
S1. Silty
GravellySand
51. SilLy
GravellySand
tr RJLL TIME OBSEfWAIION tr PAf{T TIME OBSEM/ATION
Iris tfFqtf pnF:rtlr:t oftl{rrr roiqo lt r Rf,:l^l of qn otrsrm/Arrrlt (rr ntt. ptlcr}rftat. rt lA\lr Ffrtfo (}+t nrr coarra cnn lo ottfilltlf lr'ftmxt ltf
Rtoolga'|t'D CfrrFrgttw |tflDrl ^'ro r{ETr'!f rt 'lu. uJfrt|o lDf vtr wl*r o(,n arr..-Fvrn 6 |x(trsIlMllo oFrMluG. rlJrs ltir gax or nG ml clrY
AS fi-twJ, t|t-ctlis]iF/ lo cArn lE o-4t otFtxl1_i1t Ju{rotr|txl- ttst u lA A,|f. rrrt ltf !€r.f t] Jrt nn of x]ls oN InlfllEx lrlE fltl ! n5 sfqr[/\Trotl
lHE Nt C|EAR DEIiSoUEIER UEIlm OF TES HC WAs Us€D tN SUI}SIA{T| t
'CCORDqT'rcE
WIIH 45ru 02992 Al|0 DJO17
PRzuMIMTT OBSEF/ATIONS A}IOIOR TEST RESULTS IERBALLY REP.ORTED TO:
PRoGREss REP0RT The above tests were per-fonned on the backfill rnaterial- being placed
north of C Line, crid 30-38.
coprEs xlil?"tr,11"315.t.,i'1i"51..".,
Anderson fi tlastings ' l'h:, Gary luhrtrian;
PCl, Constrrrction. Attn: ltlr. Dcttny Artnour;
lllts Consultarrts.'Attn: Mr. Lcs lttood;
B. Carr S.L. Pawlak
RELD OBSE}N/ER EPPRCIVED FY
Clur€Northcnr, Irrc.
O..r.rfha [n**. -a S<J{lL.
REPORT OF REINFORCING STEEL OBSERVATION
At A q'trA tiITcrE|t n, orxn II mr |rI) dtrtwt ar tr'rc.tTt |rf JrrantD Ar nI (i't[.xtl,{' lm+itTt f cttl olxnl rro ArnGr lDl tr'l PUt(x7\-
rrr. c. Jl^nraLtl orrE uqrr! cl m't|crr lirx rn rro,c|rir (Irt itfxlt 6 mrt(\tD Frt{ot|o (rn tmllx rttttxA- 3rr.'llf:ft rI. o.tF(I! 0r [nn Iutrtrg 6
og-trnl ut!l. olll' f*lg'll)alt /Jll rorn lu lo rl rlrilrlr.
^ 'i-'l- , .-lTtfff I r-r .. ...rrcr.
ldfi l|n. C|{tla a/'o
TO: JOB NO. 4 398 90 DAIE: g_27_go'I'O[{N OF VAIL
Attn: Mr. Stan Bcrryman DA.lLy REPORT NO. 84 SHEff 3 OF 575 tiouth Frontage Road
Vail, OO 31657 lNvOlcE No.
PRUJECf Addition to Vail 'l'ransportntiorr Centcr. Vai1. Colorado
STRUCTURE Suspended Slab
LGAIION arv^lxxl R6flFORCO,|C
colorofis
T'ORIZONNL
Stair l,lo. 10 Level 3 12 #4
20 #4
Bottorn
B0#4€I2"O.c.4otr & Bottom
ISIurrs#4@O.C. L Top & Bottom
22 #5 @ 7u O.C.
22 +6 e 7" o.C.
fB #4 e l8"o.C.LTop & Bottom
in rnat d#5 t #6
34 #5 @ 7"o.C. Top
34 {f6 @ 7"o.C. Bottcm
32 tt4 0 18"0.(1. L Top & Bot-
tcrn V#5 & #6 rnart
North to South 0 Level 3 Entrli
East to West @ Entry
Northeast to Southnest
liorth^rest to Sout-heast
rop TaP V#4
Bottcrn f"ap w/#tl
North to Soutlt
Norbh to Souti
spccrrAnofl$ srEr cnrDe 60 El ptara uc@
ftIlf(ncu{c ct-EAt{,.0{Es* clean E snoP DR w|l{Gs us@
cuARAlrcE AND CCtVt* AS Required El COtfinrroc mnseo
sPudlrc: sPEcElc TDt{* As Requjred E ruu-lue oo$En/ TloN
|un sJPPoRnr: TypE 6" Orair El prrr-lue oGsE UAnoN
R EH |NPI-ACE @llLP!\llCE
Htrcnr H"rffi ffir'ffilq 'ArErn€fl rNlrul.Ly *toi-'o RE-DGtllll@
OTTTWO RE-DUIIINED
Yes
PROGRESS RFPORT
Michael Barber nrchitccturc,
COPIES Attn: Nlr. Scott lVarcl; Car:y irlur"rain
PCL Construction Scrviccs, Attn; l4r. Denny
Arnourl Anderson 6 llastings;
URS Consrrltnnts - n ttll: Itlr. l,cs lVoorl :
B. Carr S.L. Paw1ak
RE-D OBSEITIER APPROVED B/
Chcn*Northenr,Ilrc.
*xnrrr h*fii -a s.r-tL.
REPORT OF REINFORCING STEEL OBSERVATION
lt A qmut troltctE r m cl,rrxrl I|f n rE ^}|, .|fttlvrr. al irFcirt Aft lr|rrnrD Ar r}f cotl)(}ol.( Pm rIY d d't cu]"l r]o- 41!!!!O4ID| ttl'l t'rnr^-
,11 6'- $rn11xrl 31rcl serrqr cn rnnrclt rirtl 1rr [o i(.o ql rtm*n-g ninal nxxrc crlt trltot tflxxA- lArr'tll ru- Ii ltFqttD (r rrtrr lulrp 6
cg.rFt.tttD trt,tt{r ollt,l ,ai\rqrlxll rnt ,sn u, to r| flll}rl
^ 'r-ri- .. r..1.1@ nr d ar?di-
r'n rr. cqtla ./tO
TO: JOD NO. 4 399 90. oATE: g_27_ggTOIVN OII VAIL
Attn: lvlr. Stan Bcrryman DALY REPORT NO. 84 SHEET 4 0F 575 Souttr Frontage fbad
Vail, m 81657 lNvolcE No.
PH(r|ECf Aclcli tion to Va.i. 1 'l'raltstrof tati.orr Ccntcr. Vai I . Colorado
STRUCTURE WalI Caps
ttr noN Brt Anon
RENFOT|C$$
@UTOJIS
vERnc.Al l.rof zot{I^L
Stair No. 11 Level 4 #4 Stirrups
VLeg 16r' O.C.
5 #4 Cont. at
Stirnrp Cor.
1 #4 Cont. at
Bottom of
Stirmp
sPEClncAIOtl3| SIE- cR De 60
FElfoRclllo CtIAH[.O€ss: Clean
El pur*s uso
El snor Du$lrcs usED
ctr RAltcE IND ccryEE
SPt ClNo: SPECr|CAIOIIS:
BAR ST,PFOfiIS: TT?E
FtHFtl
HOCflT
as Requi,red E corrnrgoa rrPvtsco
As Reouired E ruLl-lur oBsEruATxrN- A PAfiT-luE ossql/ nouz"
I}P|.ACE Co|'LPU}IGE
uEr PRo.EgI IrEa PRO.|ECI o IER€AUn€rrt}fis REAUU{OaENIS nr-fjernneO
WHO| tNrD{tl.y tV}tENO(^IU{€D RE-EqTWD
PROGRESS REPORT
Michacl Barbcr Architccturc,
COPIES Attn : Mr. Scott ttla.r:cl : Gary lr,lur-r.ain
PCL Construction Scrvices, Attn: [,1r. Dcnny
Annourl Anderson f1 llastings;
IJRS Con su I t ant s . At tn : lnl r: , Les lVood :
B. Carr S.L. Pawlak
RgD OBSERVER APPROVED ff
.Chen$Northern.lnc Cdrt unt t {}'.r t a 9ct-{,1t
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
At A runr.( tFttqtsx r crtxtl, lt( 't'|rt ^'o
(xtttr/Tj. aI" rttTtr:r A f ltL!.ltttt A! tlr cof.rrr.rhl--r.n<''.'rY d'ol't cr ft"!l f'o Amrlt tDl / 21|lt,-
no. .,,' ,',a13r.D.Tl, eocltxr.r nn rrri cnr 7r or [or^r.o a; ruurii'd-iiii'rio' rlii*i -cu ]tftor Artnorn- S lttrJ rrL E DttcttD t 'vlrr [Jn€ E
coarr@ uartt stxu| l|||xlrrxn rrc ,tr.o lo ,l ttnra
A .,-1t . r,. []iill;-r , ...rrr*-
7-rr h Cral l{ a./to
To: lgyp ot: vAIl, JoB No.4 398 90. DATE g-27-go
n ttn: Ivlr. Stan llcrryruan
75 south Frontacre Roacl DATLY RepoRt No' 84 sHEEr 5 0F 5
Vail CO 8L657 tl..|v()tcE No.
PRo.lECf Arltlj ti on to Vail 'l''r'an strol tat i on (lcltLcr'. Va.i. l. Colorado.
WesternsupH"t8 I"IobiIe
SPETEATDfl* Sr t'UP
|rD( 1.0. A .IOOO
3"-5',,rn comanr 4?-8?
AlsE T larprx ruRE RAlrcE 600 - 90q,'.
lESrt{}.nrrcxMI TETET
M).
Ir|€
0 Tcfi@
lluE
ARnrwD
Tlu€s ltPLE)
Rf\OUfin{
@urfrF.nrftol
Rf\DUJTT)+I
COU'rm
couPt-ElloN
CI,|BC YAM
atI\D/
c,rrUUUIrv€
lf rEi AD0clJ
e{ror,as
I
2
3
4
5*
t49
46
II7
114
49
2554
2555
2556
2558 .
2563
8: 45 AIt4
9: 53 Aivl
10:25AIvl
11:01nM
12:04PM
9:05 Al4
10:18AM
l-0:354{
11:15411
L2z2OWl
I0:30AIv1
As Req
As Req
As Req
As neq
As Req
As Req
As Req
As Req
As Req
As Req
tt
16
24
32
B
g
4+4+2F].0
6
p
g
1ESTt{r su,|?
(Dr)
Ano$mxr(r)
TET UNN
WEAHT
(Fcr)
YlEO
@NCnflE
TEI'PE-
RTURE
cr)
r T.^ru(s
n
5*
3 5.4 143.3 72 5 cylinders casl
Contractor requested a 5-day cylinder
break.
Truck No. 49 is B of 12 yd. Irlix C 4500
with fiber used to finish Stair No. l0
deck.
PROCRESS REFORT
CO'IES Michac I Darbcr AlcltitccturcI
Andcrson G llastings; Cary Murlaitr
PCL Constructiort Serv lccs ;
UltS Consultants;
B. Carr S.L. Pawlak
RE.o OBS$NER APPROI/ED FI
(303) 674-7560
FIELD OBESERVATION REPORT
CLIENT: Chen Northern DATE: 9-7-90
pROJECT: Vail Transportation Center JOBNO. 081490 PAGE 1 OF I
LOCATION: Vai I , Col orado PREPARED BY: George Schwandt
TYPE OF REPOBT: NDT SHOP INSPECTION FIELD INSPECTION X OTHER Vi SUAI
Attn: IUr. Stan Berryman
7,5 South Frontage lloadVail, C0 81657
Job 439
It lLrfrl L.t a|r'L.r | |
INSPECTION SERVICES INC.
12084 VASEEN COURT
CONIFER. COLORADO 80433
This report addresses the onsite Visual Inspecti,ons of.precast connections
of double tee to tee, panel to tee and panel to panel' Each connection
was judged for confoimdnce to Project Standards and current Al'lS weld quality
standarJs. The areas and locationsof inspection are listed below.
AREAS OF INSPECTIONS
B line to 8,9 from 30 to 32 line on the rantps
B line to 8.9 from 32 through 31 lines on the
AB to 8.9 lines at the elevator shaft
0n 39 line at the elevator shaft and s'Lairway
I evel .
to the third and fourth levels
ramp to the fifth level
'from foundation to the fifth
No conditions of nonconformance were noted at any of
I ocati ons.
The results of these inspections vJere reviewed with
inspection visit was scheduled for the vreek of 9-9-90'
cc : Michael Barber Architecture, Attn: lr{r, Scott ltrard
Anderson & Ilas Lings
PCL Construction Services, Attn: Ivlr. Denny Arrnour
U.R.S. Consultants, Attn: Mr. Lcs Wood
Mr. G:rry Murrian, Chief lluilcling Official
the above listed
Ashley. The next
mCI ocT 2 21ee0
TOWN OF VAIL
At.tn: Mr. Stan Bcrryman75 South Frontage IloadVail, C0 81657
ll'llJEl- El f Lrl-l I I r rr{J I tr r\r v
INSPECTION SERVICES INC.
12084 VASEEN COURT
CONIFER, COLORADO 80433
(303) 674-7560
This report addresses the onsite inspections of structural
embed plate fielC r'relCed connections for conformance to current
Standards.
At the time of these inspections, the welded connections of
tee to double tee, double tee to wall panel , tvall panel to wall
and structural steel prefabricated haunch to steel embed plates
i nspected.
steel
Project
doubl e
panel
we re
AREAS OF INSPECTIONS
1. 0n the Ramp to the Fifth Level between 89 & B from 31 through
30
2. The areas bounded by A0 & B from 33 through 30 from the Second
Level through the Fourth Level
NONCONFORMIN6 CONDITIONS
0n line 30.4 between A0 & B, the embed connections were found to
be missing, not allowing the double tee to double tee connectjons to be
welded. itris item has 6een entered on the attached 0.0. List as
item #10, page 3.
l.Iith the exception of the one nonconforming item, the remaining
connect'i ons in thb aforementioned areas were found to be in conformance
with the stated criteria.
Upcn ccmpletion of these 'inspection, Ashley could not be located
and the results of these inspections could not be conveyed.
The next inspection visit will be scheduled by telephone.
cc: Michael Barber Architecture, Attn; Mr. Scott Ward
Anderson & Hastings
PCL Construction Services, Attn: Mr. Denny Arrnour
U.R.S. Consultants, Attn: Mr. Les Wood
Mr. Gary Murrian, Chi.ef Building Official
FIELD OBESERVATION REPORT
CLIENT: chen Northern DATE: 9-14-90
pRoJECT: vail Transportation center JOB NO. 081490 PAGE I OF 2
LOCATION: Vai'I, Colorado PREPAREDBY: George Schwandt
TYPE OF REPOFT: NDT SHOP INSPECTION FIELD INSPECTION X OTHER ViSUAI/M'P'
IUWN UI V/\I L
Job No. 4 398 90
||.luErEt' JE t't I IEDtltl\r ct
INSPECTION SERVICES INC.
12084 VASEEN COURT
CONIFER, COLORADO 80433
(303) 674_7560
LIST OF OUTSTANDING
Location:_ Vail Transportation Center
DISCREPANCIES
Jobf : 081490 Date; 9-L4-90
Inspector: Georqe Schwandt Page : 3 of 0n-qoing
orted
Iten
il
Date
STRUCTURAI. MECHANICAL AND MATERIAU} TESTING
Clrcn€Northcrn.lnc.Cont'rU.N l-,Jl|rd. ot'd :<,-n,'l.
REPORT OF CONSTRUCTION ACTIVITIES
Tn.rv; 'IOI'JN Ol; VAIL JOU NO- 4 399 99 DAI[: 9-8-90
Attn: llr. SLan llclr'yrnitn D lLy RE'ORT NO. 69 SHEu-f 1 OF s75 South Frontage Road
INVOICE NO.Vail C0 81657
PRo.JECr Atklitj.orr to Vail I'l:nnsl)ortaL j.ort (icntcr, Vai1, Colorado
W€AI}IER CONOMONS AND TEMPEMTURI 40" - BO"F.
CHE|I-NORTHERN'S Sm AGrMIIES ftu11-tirne Observation, Inspection and Testjlg:
5:00 A.M. Concrete being placed for: slab-on-grade, Lile B-C, Grid 32.5-36 and Ljle
B-C, Grid 3L-32, Nelar Stn-rcilreJ Density testilg of lill beilg ptaced at wall, south of
A0 Line, Grid 33-39 and east of 39; Reinforcing steel being placed for topping cross-
over ramp, Line Il-C, Grid 28-30.
VERBAL COMMUNICATION V{IIH COMTI^CTOR, INGINEER, NICIITTECT' OWNER
B. Carr S.L- Pawlak
NELD OBSEFIVTR APPR€r\ftD BT
l.lichac I llarbc r A rclt i 1 c c ttt t'c ,coPlEs Attn: Mr. Scott h/artl;Grrry l'lurt';ri.tr
IC[, Constrrrction Scrvi ccs , Attn: I{r ' I)ctttty
Armour; Arttlcrsolt fi llasttllgs; ...tlltS Consttlt;rllts, Al tll: Nll'" I'es tlo()'l;
ai A utrrl Frr't[crr t0t (,t txl]t ni:|'ttrtr lrl, ot nllt\t'i. lrl
rrra ar tt^[taxts. ctrTrltt'tn lYr ttlir..-lJ Itr).a (tl Flo{nt€
qt 'rfltu tttrss ollit |,t Attrl.|.rlls r,n- lart llt lo |ll rt rr{,.
^
rv.r- .. *[j[!* o. dital.
rrrrr *o. clItO2A a/eo
'tt 'xFl:t
ltt n,tintttll Ali llr f,ortflxlw r}lt(l.lllfi (r fiF l.l flfia 'f'o 'l'nrtl!'Alrtl 'oll
ft|l| n -
oun nrr\rmS ri m:,trytlr n r,rrrro <x.n-'iiiilitll lfi'trr,/a- 3 'Jl',J
hlll' ll' Dr'''('jl D ol ryllr nlll4 6
Chen€Noilrern.lnc.Co.:rurt I,CF. .i k,-ir.l'
REPORT OF FIELD NUCLEAR DENSITY TESTING
Ar A t^,r( pintcTrr m clrxn lrli F|nt |,o oitrEt wl Al Ffrrd!'rt lnt srrrrmo a3 rrf cffrrf}rn l-_tncfttrTY (r qn clrfxll' l,{) amu[rltDr fp| ,a:]-
rcrr {. srlrru xr!, rrrquq}qr ixrFA;rr rrr r oR Riqrrdrrc or.x ar'riif a ininr'' I'0alp q.R tntrlu rfPfo'a- s!lFtt3 wtl [ DgiqED 0f lntr ltlrt€ 6
ooLulLD t/lt.ltl gtllt ,ai+lmaxlr ,ra |ItlrD l(J rfi wtll q
a 6-rt- .. r.(ffflflc-r.. oc.r!ar-
F t! ta., CrflOlA r/to
To: Tor{N oF vAIL
Attrr: Mr. Stan Berrynan
75 South Frontage RoadVail CO 81657
PRGJECT A(t(li ti on to Vai 1 Tr-arrsportirt i.on Ctrntct',
JOB NO. 4 398 90
DAILY REPORT NO.
tM/olcE No.
Va .i 1 , Co 1. ora rlo
DATE: 9-3-90
69 sHEEr 2 0F'
SPECmCAnoN couPAcTlON &
MINIMUM REQUIRED IN-PI.ACE
CONSTRUC'TION CONTMCTOR:
ASTM D 1557
St-l FCTED W: Chen_Nolthcrn
I/ATERIAL
DEltsrnr 95 r AS DEIERMINED Bf:
TEST LOCANONS WERE
TYPE A}ID NUMBER OF EARTH MOVING UNTTS
TYPE AI..ID NUMBER OF COMPACTION UNITS
METHOD OF ADDING MOISTURE
1
I Front Loader, 1 D-3 THICKNESS OF UFAs Rcquired
Sheepsfoot, 1 Dual lvheeiluMBffi oF PAssEhs Rcquired
7 .Jrrmni n o -T:ek s
*BSG=Below Subgrade
LOCA'nON
DEI'IH OR
ELF/ATION
(FEET)
LASOIIATORY FtEt-o
PERCENT OF
(RE.AIrVE/
tl^xra{x)osr^|s
SOIL fiT'E
ILJI
NO.IIAXIMUM
DRY
DENSITY(pct)
OPTIMUM
MOISTUIIE
CONTENT(t)
DFNT
DENSTFY
(pa)
MOISTURE
CONTENT
11
t2
3
3
313
314
4r South of AO Line,
Grid 33
6t South of AO Line,
Grid 34
3r South of A0 Line,
Grid 35
6r South of AO Line,
Grid 56
8l
6l
0r
9r
BSG*
BSG
BSG
BSG
.1
0
0
0
r36
L36
136
136
5.9
5.9
5.9
132.5
L32.3
.t32.8
132.L
6,8
6.6
6.3
6.4
97
97
97
97
Sl j.ghtly
Silty Gra-
velly Sand
S1. Silty
GravellySand
51. Silty
GravellySand
51. Silty
GravellySand
E RJtl. IIME OBSEIWATTON [] pAr{T ]tM[ OBSEF(VAT]ON
nis |'?('it pnFJa nl otttxl|t fcrtt A! A it-lrlr oF ot+t otrlrtt Alxrlt! (r n EA:rurxI. wf lt^w mllfn of r cfrllfr!;lrtR I(' cn{Dnptfx}€ nE
Fro(|l|rt-xutD ct|4trcnt lttlFl xlo t/rlllntrf t(l tll trrftt||g Jl|f r]uf s ftrlt (ttt otth4n 6 rrf rnsti!tto oa'f R IEG. rrsrs ^rf rut€ t nF m | ol Y
rt ettu.o '|tg:srFr r c,/urn rf o-n trgh,i-rs Jur-nrgr. rtst t)Arr l&. Jrrr ltr: 3(r. tr^stt t(rr ofHtq{s 0l'l }tllErl|ljl rllt l]tl llfrl3 srtcJtxllxrc'
lHE Nt CI^EAR DOTSO||EIER MEIIm OF nSUNC W S U5ED tN SUSSTA{II^L /l\c(pRo r|GE wIrH i\sllt 02992
^}lo
DJolT
pRzuMrNAFr oBsFR/ATroNs ArD/oR TEsr RESULTs vERu LLY REPoRTED to' Les wood" wlU. R. S. Consultants
PROGRESS REPORT
A0 Line and east
The above tcsts
of Grid 39, new
were perfonned
structure ,
on the backfitl beine placed south of
coPrEs xlil?"\,li'BH.t"fi,;i::cture,
Anderson & tlastings ; lt'tr. Cary lr'lurrian;
PCl, Constr"uction . Attn: lt'lr. Dcnny {nnour'1
tlRS Consrrltants. -Attn: [lt-. Lcs l{ood:
B. Carl S.L. Pawlak
REU) OBSERVER APPRO/ED Sf
Chen+-}Norths'n.Inq Orirtti t^gkx. -{ k/nu.r.
REPORT OF REINFORCING STIEL OBSERVATION
ar A ramrrt ai'|'fc,rEr m fl txrt nf lttE r,r|' orFalttt Al nrFcrrlt &[ lrrrrrlln N nr ({rrrtrnr.r.- rrw+rttl oa ci,t o fxll l'o amo!'lrDl t(tl
ryt rr st^rt,.r..t cr{lrrEt6 (tt txri.cjrt ttrta (n n<rr{.{ q,tr mnfii_a nr'-nnu nrrtrto clr rtnlltx rrt{va' rArt\I5 rlL fi oElr'crtll, (r "Trn lllrt€ rl
ctt 'tl[l, lrltt l onrl rtYJar]llrrll lnl ldt lo lo tl ltllr(L
^ n-'.- .t ".[l_I11! r-r , ...'v'*..
l'.' ttr. Ct{ltl a/to
TO: JOB N0. 4 St8 90- DATE: 9-8-901'01'lN 0F VAIL
Attn: I'tr. Stan llcrlynr:ur OALY REpOKf NO. 69 SHELT S'OF s75 South Frgntage Road
Vai I C0 91657 lNVolcE No.
PRGIECf Arklit i.on to Vail 'l1r:ursl)o r1i:r ti on Ccnl:ct', Vai l. Colorado
STRUCruRE Ram)
LOC llol|o.Ev^noll
nEDlrofac0lc
@|Alofis
WFTCA Itofruot{TA-
Ljne 8{/28-31 Level 4-5
110 Itows #4 @
12" O.C.
83 Rorvs #4 0
B" O.C.
56 Rcms #4 G
12" O.C.
83 #5 e B"O.C.
Top and Bottcm
Norkh to South
BottcrnIbst to west
Top
East to West
Top Lap with #4
East to West
AlL nebar is upo>q1 Coated
sp€unc Tro$s: SIEIL cRADe 60 EI ruus uso
RErEOnCllle cu^r{ut{Es& clean I srpe Dn^Wlllcs us€D
ctE RA'IC€ At{D c('l'ftt As Require<1 El COrrnrgron
^Dnseo
sPtJoNc: sPEcnclTxr & As Reguired El ruu'-rlue oBsEfir' noN
n R sf,r'ofirsr Typf, 3/4" Slab Bolster U pfn-nuC OOSER|V IIoN
m{FH INPL^CC CoUtP!\}lcEH'cHr ffi,ffifr ffims* ^,_ffi,-o(^uNq) R[-D( lllNED
PROGRESS REPORT
Michacl llarlrcr Arcltitcctttrc,
COPIES Attl: lrlr.. Scott l{:rrtl i G:rry $trltiritt
PCL Construction Scrv j ccs, n tl-n; flr. llcrrrly
Annourl Atrtlersolr I llastings;
tllts Co|lsrrltorlts. Attll: Itlr. Lcs llrood:
B. Carr S.L. Pawlak
RA.D OBSERVER APPROGD TT
ClrcngNonlcrn.lnc coRREcTEpcopy
corrttnD t,{tlr rnrlt aftr{rtlll F ptltD ro t{ tlfl|.q.
a d1.- r * [ijiil-]t* d -.{'.-
t6 |\ .'all.. ./F
Cenattr{ t,4tff. .rl k}aab\.
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
To: 1'91v11 ol; v^il, JoB No. 4 398 90 DATe 9-8-90
Attn: l"lr. Stalt [tc rr.ylla n
75 South Frontage Ro4d oAJLY REPOKT NO' 69 SHEET+-0Fs
Vail C0 81657 ttryolcE No.
PRGTECI Arkl.i t iorr 1:o Vail 'l'r.;rrr:;1lort;rt:i.orr Ct-.lrtcr'. Vir i. l. Cololatlo.
SPrcFICATIOII* SLUUP
uo( r.D. B 3500
Western
slrPPLrER ltobile No Air
A/fr cor{rE tr 4A-BB
A'TTE}'T ToIPCR^IURE'TA{CE 600 - 900F.
TEST
lto.TNUCX IA(FJ
M).
IUE
Ir^rc'IE)
lluE
AUtn/tD
lllll:
SAITPLEI)
ltflounrcal
courrEn
lf,ottl
nFrr'o(Jrflon
COUMTEN
@uPtfnoN
cuflc Y Rffi
LA',D/
CUUUt "tl,r€
lY lf.R ADOtn
c urtrs
I
2
3
4
5
6
7
54
100
lI7
44
49
114
48
2l3L
2L32
21,33
2134
2135.
2L36
2137
4:43 Aivl
4:58 Atrvl
5:14 AIvl
5:28 A[4
5: 43 Al4
5:58 All
6: L3 Aivl
4:56 Al"1
5:14 AIvl
5:30 Al"1
5:40 l\M
5:55 Aivl
6: 07 A[4
5:25 Al4
5:45 AIii
As Req
As Req
As Req
As Req
As il€q
As Req
As Req
As Req
As Req
As Recl
As R€q
AS Req
As Recl
As Req
B
76
24
32
40
4B
56
6
I
7
5
6
1
4
rEsrtfiI sujl?
(sr)
ln
@lfrE}rl(D
UET UHTT
waolr
(Pcf)
YITID
corrcnflE
IETPE-
RAruNE
co
RETA'o(S
3 5 3/4 t47.2 7T 4 Qrlinders Cast
PROGRESS REPOKI Sample taJcen frcrn t:ruck, punp in use.
iime observed on all trucks.
nnortre l'lichlc I llirrbcr ArclriLccturc;
Arrdcrsorr f, ll:rstirrgs; (;:rl'y lrhrlr;rj.rr
IICL Constructiott Scrv.lccs;
Ul{S Corrsultants;
B. Carr S.L. Pawlak
FIE.D OT]SET(VER APPffOryED SY
At a qrr.( titrcrr !t elrLtl DJ '!rr! ^|ar
rrrtftlt\ ,rt ntrrrliF Anc JrrrrrtD Ar l. ctrtrrtn l--rnftfr ct''ltr c|fml ^rI)
]trDr,r ltDl tl! FIE -
tr'r. d. l!t^'tr.rrl (rr{r!rr .rt rxlircxr I'r.tl ('t nr or tr(t q,rr m.rrnit'n-irii# o
-nrp'cr,n Illlx tYftl- ."aftlf HL DC fID f /nti [Jlr€ B
ChcnONoflhcrn.lnc ].;!_ii 1:tli)?'
Cc.la/Unt t rtlt{r -r |*t41t1'
REPORT OF CONCRETE PUCEMENT OBSERVATIONS
At a rrrnA tiorrErrtt lo att'lta lff FIFE |'rr q|r.rlrrvJ!
'rrr.rr|rlli ^^t trF ttttr At n- (xrrttxll l r|ftlTY aF altt 6 t.nra lrlt Amrrlt rDl ff Ff r.l-
'x|'.r^irr.'.'lG'q||l'.r.F'rIF.:Tr'xl|f!'tlo{r':.<'qiNrtai|t''it'l|\tonx'p6nrf|l'x,tr'i,/^r...'^r,1,Jlll.l{I]('r)odn'unD utttr qnat l.'|atrr,|lt t|latirl' ro rt tntr|q,
^
nirr' , r.ftlit tl rr {...''-r.
tn h CYtllL r./ao
To: T0NN ot: vAIl, JoB No.4 j9s 90 DATE 9-8-90Attn: lr,lr.. Stan llc t'r.ylrrarr
75 South Frontage Road DAILY REPORT NO. 69 sHEff S OF 5
vail co 87657 NVotcE No.
PR(UECT Arklil'io' l-o V:ril 'l'r:rrrsPor.t..rl:i.rr Cr:rrtt: r.. V;ril. Co.l or.nrlo.
Western speclrrcAllolts. 3urrp 3"-5" lfi cot{tE}{r 4Z-BZ
slJPPutR l4obile uu t.o- B 3500 ArrEr..r TulpEgiunE par1c€ 60" - 90or.
lfsl
t{).nucxt(L
'nc,(Er
NO.
Tlu€
&{IClta)
llu€
^Ittm/tD
Tlu[:s lPuD
REI/OLmn
Ofl.,KItN
tfolll
RFt/O{Jnntl
@rJmFn
@uPLnlotl
CU&C YA,,G
lJ)ro /
CUUUTAIIVE
WA1ER ADOEDo LlJoNs
I
9
10
11
I2
13
t4
15
119
54
100
TT7
49
54
100
49
2138
2139
2140
2L4T
2143
2146
2147
2149
6:30 AI"1
6:44 Al4
6:58 AIt4
7:21 AM
7:37 AI4
8: 29 /\14
8:35 aM
9: 20 AIt4
6:43 AM
6:53 l\!l
7: L5 al,l
7:35 AI4
7: 49 AIvl
B:41 1{
B: 51 Al,l
9:30 ail
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
64
72
BO
BB
96
]^o4
1r2
L20
+4+4=B
-f2+6=8
4
5
g
a
0
lEr
ML
surrf(n)ArRconrflr(r)
TET UNTT
WEFHT
(Pcf)YlA.O
@rm[:lE
TBIIPE-
TIAIURf
c4
RfJl^Io(s
T2 6,Slurqr taken after- 3/4 unlo.rded
PROGRESS REFORT Test samplc taken frcrn the truck, pump in use.
Tine obsenred on all trucks. Total L20 cu.yd.
..nptFq Michacl llarber Art:hi Lcctu.r'c1
Attdcrson ti I lls ti rrgs ; Galy lvlurrli n
ItCl, Constmctiorr Scrviccs;
UllS Consultants;
B. Carr S.L. Pawlak
NILD OT}SERI/ER APPftOVED IIY
Chen?Nortltenr.htc.
dhinii-dtril-onui riq rq)'xrs rflr. lodrD to lx r{]t€
^ "r.t-.r -lTiiillc-" d ..."-r
Irri i.., c|.lo2 a/.o
Crltrdir€ trdd. .tn s.r-ru.L
REPORT OF CONSTRUCTION ACTIVITIES
'HEffifffiT-'S'Sf;
JOB No' 4 398 90 DATE: 9-''10-90
TOI'IN OF VAI L
Attn: lrlr. stan Berryrnan oALY REPORT NO. 70. sHEErL 0F 8
75 South Frontage Road ttwotcE llo.VaiI C0 81657
pRoJEct Addition to Vail Transportation Center, Vail' Colorado
WEATHER CONOMONS A}..I0 TEMPEMTURE
cHan-NoRIHERil's sm AcIMnEs r-ull-time observation' Testing and rnspection:
concrete being placed for deck topping crossoveT ramp, Line B-c, 28-30. I{all and
footing stair No. rol-"arr and footing sl;it N;. L2 and footing stair No. 4; densitv
testing of backfilt being placed at wa11s iouth of A0 Line and east of Grid 39' Testing
of fill being placed ovei -clrain line, Level 6ne, new structure, Line A0-B, Grid 30'3
VERAAL COMMUNICATION WIT|I CONTMCTOR' ENGINEER' ARCHTIECT' OV/NER
LesWoodw/U.R.S'Consultantswasadviseclofconcretetestslump(7N'')outof
specification.
B. Carr 'L' Pawlak
NA-D O6ER/ER APPRO/ED FY
l,lichae 1 Barber Architecture'
COPIES Aitn: Mr. Scott Ward;Gary Murrain
PCL Construction Services, Attn: Ilr' Denny
ilii3"uil,", tll:I "n. t"'l' fi I
Chen€Nonlrcrn.lnc.C..:rih{ t nh-t ti S.L.i-
REPORT OF FIELD NUCLEAR DENSITY TESTING
^s
A rr.,|lll|. tE|fcrDt rD arr|l* nt ptfE aD (x.Rtlvt.L ar nfj'(rla xlf stf.,nfD t5| It cofDtxrur nloPorr ('- (lr cro{nl x{! Arl}€itr TDa 7IJi 'rlt -troa 6 sral€|lrx|:l cor{rlrro{r cit rxtuqr rrcn oa rtiidlio an if}o(tt !s Fu[filtD pt]icr€ (t-e fErIIft tpPi(xa- sa?rEt f,tr oE D('FCT! f lflll TE ]}|o l'cortfiD ull!! ('|lr.I rfrr|rllrxll lrt ,atllMo D{ rFl|rlo.
t ,ri-'.' d rr.(Hil-lr..r d...rro.,.-
Frr'r r5. Cual('' VF
To: ----- JoB No.4 sg8 90 DAIE: 9-10-90TOWN OF VAIL
Attn: Mr- Stan Berryman DAILy REpOKf NO. 70 SHEE1 2 OF g75 South Frontagc Road
Vail CO 81657 r ltWOtCE NO.
PRg.JEC; Addition to Vail Transportation Center, Vai1, Colorado
SPECInCAION COMPAC'TION T UATERTJAL
MINIMUM REQUIRED IN-PLACE DENSnf 95 f AS DEIERMINED trr: ASTM D .1557 Under Slab
coNsIRUCnON CONTMCTOR: B&B Excavating TEST LOCAI]ONS WERE SF:IFCTED Eff: -,^- ^,^lltntttt-'- Chen-Northcrn
TY?E AI{D NUMBER
TYPE AND NUMBER
MEIHOD OF ADDING
OF EARTH MCVING UNTTS
OF COMPAC'TION UNTTS 2
MOISTURE Natural
1 Front Loader, l Bobcat THICKNESS OF UFTAs Required
Dual Wheel Rollers, NUMBER oF PASSESAS Required
2 Jumping Jacks
*BSG=Below Subgrade
LOCATION
DEPTH OR
ELEVATION
(FEEr)
LAAORATOMT NELD
P€RC€NI OF
(Ra-lTrt til
uN(|r{rr)
osrA!,ED
SOIL TY?E
I EJI
NO.I,IAXIMUM
DRY
DENSIIY
(pcf)
OMMUM
MOISTURE
CONTENT(z)
Dff
DENSIIT
(P"r)
MOISTURE
CONTENT
(7)
L5
16
t7
18
3
3
3
3
319
5r South
at Grid
6r South of AO Li-ne
at Grid 35
4r South of AO Llne
at Grid 36
6r South of A0 Line
at Grid 35
4r East of Grid 39
at AO.5 Line
of A0 Line
34 4l
8l
7l
BSG*
BSG
BSG
BSG
BSG
6l
16'
0
156
136
136
136
156
0
0
0
0
5.9
5.9
5.9
5.9
5.9
5
1
0
5
131
151
130
150
151
6.2
6.0
6.1
6.0
6.3
96
or-
95
95
96
Slightly
Silty Gra-
velly Sand
S1. Sitty
Gravelly Sand
S1. Silty
Gravelly Sand
51. Silty
Gravelly Sanc
51 . silty
Gravclly Sanc
EI RJLL'IIME OBSERVATION tr PART TIME OBSEFVATION
nit |Il(ilT Pi;Joart ct D.r fui€D 13 A R6ltlT 6 ori (EfFr rrrrt or mr pucf}rf}It, *f, H^\tr SftJE) otl IUE ooflR ctjoa l(t coxfirrf, ,I'PLxto rHa
n'EEo..t{trDalr corl2rctrw ttroil'D lfErtrrf ft} ntt otlt'l€ |f nrrlJ ttfx ouf (a5 r 6 rrot o&rErvtrct efMrn6" TE5rs lF€ u D€ 6 DE flLt GtYls |xl.EalD t|rdRa,ltt to c{.EtA]E q.d qrtxlfir:t Juuotlrtxr. rI5I o^r^ laf tgr lrf t(I &rst /ul ofiMqvs otl v}€n|(x rllE nlL utITS g'Eqft^nq{t
rnE rucrgn DEltsosEIER MErl{x) of TEsnNc was t sE) N sunsr NluL AccmAl€rf wIH Aslu 02992 AllD [lJol7
pREuutMfinr oBsERvATtoNs AnD/oR TEsr REsuLTs vERMlry REpoRTED To: Les- wood'' w/U.R.S. Consu ltants
PROGRESS REPORT The above tcsts were perforrned on backfill treing placed at exterior
walls, new structure.
^,^n.o Mi cliae I Barl>er Atchi tecturc ,uurlb Attn: Mr. Scott lrlar<l; [a1y Murrai.nPCL Constructi.on Services, Attn: 'Mr. Denny
Armorrr ; Antler:son fr llastings ;UllS Consrrl trnts . Attn: lvlr'- Les ltloorl:
B. Carr S.L. Pawlak
REI-D OBSENVER APPRO/TD FY
ClrcnONonhern.lnc.c.rrllha fr|!f-t -|a &lr rrr
REPORT OF FIELD NUCLEAR DENSlfi TESTING
Al A l^m,|.r rFrrgtut to qrxtl trt xrrE lr5 dt|llw:t AI irxnrl !!: lrr.Trm At t coftr)of$L-l1r} IY aI. (xt Ot}'tl 'r|0 &tnllrg rlt' lul n'I}'
r{rr r tf^nrrrfa qr{rlxr. .'r r,n crl rnou o,r drr,,ii.{l o-.r att rfr- n*ilirtrd'niiir-irr-rwrlttt-illix* ilttl',:! tll !( lryrxlD (f rmr ftnf€
qrtt.rnD utlrt olrtt ,lt^t{tlrfll lll' Lltlrr ru ''lllt{l
^ ii..'k r, *@- d...fr-.-
- .. -.2.-. a ti
TO: T6WN OF VAIL
Attn: Itlr. Stan Berrfnan
75 South Frontage RoadVail CO 81657
JoB No. 4 39.8 90 oATE 9-1.0-90
DAILY REPORI NO. 70 SHEET 3 OF 8
PRGTECT Addition to Vai.1 Transportatlon Center:, Vai'1, Colorado
*BSG=Below Subgrade
LOCATION
D€PTH OR
ELEVATION
(FEEr)
LAI}ORATORT REI-D
PERCO{T Of(Rfl lrvE/l!t^Frur)
ogrrl}t@
sorL TY?EI"IIJflMUM
DtT
DENSITY
(pct)
OPT|MUM
MOISTURE
CONTENT(x)
DT{f
DENSTTY
(pct)
MOI TURE
CONIENT(x)
I LsT
NO.
320 4l
at
East of Grid 39
A0.2 Line 14 r' BSG*136. 0 5,9 IJU.J a'>
Sl ightly
Silty. Gravel
1y Sand
Michael Barber Archi tecture .COPIES Attn: Mr. Scott Ward;
Anderson 0 Hastings ; llr. Gary lulurriatt ;
PCL Construction, Attn: Mr. Denny Armour;
URS Consultants, Attn: Mr. l,es Wood;n&bc6HER\ER APFhh/d's+"k
Qhen€Norrhern.hrc:{rd1 d{o{ t,}gh-r .i t r-rb
REPORT OF FIELD NUCLEAR DENSITY TESTING
a3 a ||,ru.. PRn"crua ID lil txll' nf t'(tl E Alf) (lfFIvtl Alt tir'l'tlt A'rf Itrtto A't 1r o0tDtxrlt--PtcflnTY cr cF q fxnL ao rldtzATxx m rta-
rE{ o. sr^[rrxr!. c.rqln .',' r mprcxi rlr[ m fo rr€ o.n arnii'-r-iir_stir,ib 'n-rniri -q.n rrrnrx rr+lovlr- s'unr: ru E xtol[D 6 Anrt'lETr€ 6
ooaattlD rlaEt qntt |'|rrqto.Ir ^lI' lftl'D lo lll ffllnq
^ nl-tr- d *@* d.drd-
rirn Lo. Cr|fl07 r/|o
TO: TOhrN OF VAIL JOB NO. 4 398 90 DATE: 9-i0-90
Attn: Mr' st:rn Berryrtan oArly REporr No. 70 sHEfl- 4 0F g
75 South Irrontage Road
Vai 1 C0 81657 tln/OtCE No.
PRGrEcr Addi ti on to Vai I 'l'ransrroltat i on Ccntcr, V:r'i I , Colorarlo
sPEClncAnoN coup^cTloN & IiATERIAL
MINIMUM REQUIRED lN-Pl-AcE DENSmY 95 f As DETIRMINED Bf: p5114 D 1.557 Slab Areas
CONSIRUCTION CONTMCTOR: Natkin Plurnbing TEST LOCATIONS WERE Strl FCTED Bf: Chen-Northern
TYPE A}.ID NUMEER OF EARTH MOVINC UNITS
TYPE AND NUMBER OF COMPACTION UNT|S
METHOO OF ADOING MOTSTURE N.rtural
1 Bobcat
1 Jumping Jack
THICKNESS OF UFTAS Required
NUMBER OF PASSEStrs Required
LOCATION
DEPT}I OR
ELF/ANON
(rEET)
LAAOR^TOFF/f;IELD
PFXCA{T OF
(Ro-{Tlv€//
rA)(|u{x)o{r rE
SOIL TYPE
rul
NO.I.{AXIMUM
DIIf
DENSTTT
(pcf)
OPT|MUM
MOISTURE
CONTENT(t)
DRf
DENSTTY
(P.-r)
MOISTURE
CONTENT
(x)
321
JZt
5Z
32
B.3 at 40.8 Line
8.3 at A0.4 tine
A Retest of #321"
A Retest of #322 iubgrade
bgrade
bgrade
bgrade
)U
)u
>u 0
0
136
1,36
136
136
0
0
(o
5.9
5.9
5.9
i,22
LZZ
L29
L29
8
6
3
B
5.0
s,2
6,6
6.4
95
95
90
90
Slight ry
Silty Gravel
ly,Sancl
51. Silty
Grari el lySand
sl. Silty
GravellySand
51 . Sj.1ty
Grave l lySand
E] Ft,,LL TIME OBSEII/ATION tr PART IIME OBSEIWAI]ON
nts |fFotI PifJr]m (r']l0f! rothrD a! A Rf:r^ T o' orn ot}gFnv t|rl.' (r ftl t'14:tLftrt. r'f l|Aw mtrD otl rllF ct'rllw;l(x ln c(l'Jrrn,,t AtPLYlt€ nl:
Fflor-toft oFrPrnw rttF ^tlo rxErlr!f m r{1. ttriltro nc lvtr trtt ti rr' iirir'ttti n a-itrr qE4'$r'o t*'FFAr(tL' lrits AF !'of of rr ml d{_Y
As rtlfr,tD xtcrssrfri rc (/Lnirr qi orEfrnrr! ruLnttrr.r. ttsl ,r r^ ri. jiiii rl;3od ii{n- rm otr p+rs c.r rnitttrun lrt rlLr !L1Ts sfqrE^lKur
IHE Nt Ct"E R oE\.sroltEtEt UEnrcO Or rEnNc wAS USED tN Sunsr fiIuL lcgJftD r|cE WnH ASIU D2992 A}l0 DJol7
PREUMMF' OBSERI/ATTONS Al.lolOR TEsr RCSULIS
PROGRESS REPORT The above tests were perfonned on strfuctural filL being placcrl over
drain line, Level One, New Structure.
coPrEs xi:,;?"
t"11'3::.t'fili::ctu1'c'
Anderson f1 llastings ' l{r. Gary iuul'rran;
PCl, Construct ion ,
- Attn : --l'lr. - Dcnny nrrnour;
tlllS Consrrltants , Attn: Mr. l'cs tliooo;
Chen€Northern,lnc Lt-ilta t4h -r -i &||'|lt"'
REPORT OF REINFORCING STEEL'OBSERVATION
at ,t rrmrt ?infctrr ro Grrx ' nr i,t.E rro drrtw:l' at |Iroirt ,Jr( lttfttrD At nr cotDrxrR Pl$|ftnt c cr cutlll r'o T mrnclrn| mi P!-E EA-
11 11. Sl^t$rnl CDout1;.! (r rxIFtC1; tF.w (11 11o 11r6t Or r1rCrr-s tnrrr,,rD FO.Dr€ qrl rntll]l lf"io/A- 9l4tf,J :lI lC OEf(ED of rfil lfJlllo 6
c{rrtfftD (lrlr! (nrtt rrrug]lJ{lr rrtt loIIlJ to ,l t l}|t.
^
,t'i.r.- .r -(@l.r r...rrd{..
fd rr'. Ctaltt a/t0
TO: JOB NO. 4 39g 9q DATE: 9_j.0_90
TOWN OF VAIL
Attni Mr. stan Berrynan DAtLy REpoRT No. 70 sHeer 5 or B
75 South Frontage IioadVail C0 81657 lllvolcE No'
PRGJECf Add.ition to Vatl 'lransportation Center, Vai1, Coloqado . -.-.------.--------..---
STRUCTT'RE Footing
LtrAIIO}I E"EV rxxl
RENFO'IC$IG courE{rs
vExnc L lroftzoNTAL
Stair No.181 .
8 MK 4O1ODWLS
,rUrrg. g. lzliF
40. NIK 4010Dllrls
@18'i0.c. LEF
10 MK 4O].ODI'ILS
@18rro.C, I:EF
#4x5.2t1
#4x50 !.10r
#4x6 t 6rl
4
4
West Side
North Stde
East Side
sPECtfEAI|Or|s: SrEl. CilDe
RAffmC € Ctfll|r-$lE s:
Ct.EAn|flCE A}ID @!/ER
sPt rctNe sPEctrlc Tpfas:
EAR ll.FFMI5: TYPE
FNEfi
60
Cl ean
As Required
As Required
Brick
E nps uso
E goe DRttrltcs usED
El corrnrgon rcuseo
E ruu.-nle ooscRtr' rtoN
lxl PART-IUE (Xrsfir'/ nON
TNPT.ACE @UttUllCE
M€r PRO.EST UET PRGIECTRstunorElfis R€qulRoro.arsIltoit NrIulIY h]tBlocun{€D RE-E(^rINE)
Yes
?OAIE
RE-E(ATO'@
PROGRESS REPORT
Michael Barber Architccturc,
COPIES Attn: Mr. Scott Watrl; Gary lr'ftrrrain
PCL Constnrction Scrvices, Attn; l4r. Denny
Arnour; Anderson fr }lastings;
URS Corrstrltants. nttn: I'lr. Les
B. Carl S.L. Pawlak
RELD OBSEFh/ER APPRO/ED Ef
Chen€Nonhern.lnc.
REPORT OF CONCRETE PI.ACEMENT OBSERVAT]ONS
at A ||,m,t lDtIfE D. E (lttaf!, Drt flf E lr.! ourttlfll. {l ntxtrE An( lt nTn .^:! nF cotrtlonl ftl(fitrTY 07 (I"t g lxl:l' l}o ,rJnrtlo' TD,'Di P(n(rA-
rrr. ar :nrrnrxr!, qrcr rrrrrr on tJTi{;nr rr(ta (! ifo4ror{c q.r mrvtir-a_ rrrnr,o rrrro ctn rfllltll ,/?Fo/A- 3lll"(lt lr,L t{ OcFgt{o d' lrtli ltJl}€ lt
oor?ulu, trlrr qllt ,aFrrrxl! Ba )4'ut m n f,filr|(r
A ,'r'.- .. r,.[if f X"lr.,r r, ...!r-,b
t6 1... c5tl.. ./to
Cdrd0ri trrtF*r qi sd-lr.|'
TO: 1'g1y1i1 Ot,r VAIL
Attn: Mr, Stln llcrrynan
75 South Frontage RoadVail CO 81657
IEgllECf Ad(lition to Vai I 'l'rarrspor.t;r.t ion Ccntcr-,
JOB NO. 4 39s 90
DAILY REPOFIr NO.
INVOICE NO.
Vir .i. I . Co 1. olarlo .
DAIE 9-10-90
70 sHEff 6 oF
Western
slrPPuEn Mobilq
sPcpEEATpits: guruP
uu r.D. c 4500
5rt -J An CONIEXT Avg. '79o
Ar|IO{T TE,'PEMTURE turlc€ 600 - 90oF.
lEsr
ML Tn crtIl.IO( T
lro.
lluE
E TCI|ID
Tlu€
Annniq)
lllr€
s ltPlg)
Rf\, {tfnN
@UNTER
0€o0t
NEV()T'TTN
@U TEN
couPr.EIror{
:ulllc Y^Rm
tot'{)/
CUIIU( IITiE
WAIER ADOED
CALLOTTIS
1
5
6
'7
54
44
119
114
100
IL7
54
zts2
2r53
Z LJ+
2156
2t57 '
2158
2159
6:45 AM
7: 10 AIt{
7:24 l$"1
7:53 AM
8:06 AM
B:19 AM
8:40 AM
7:18 AM
7:30 AM
7:40 AM
8:05 AM
8:20 AM
8:50 AM
8:44 AM
7:55 AM
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
8
16
)A
32
40
48
s2
rEr
ML
sl,l[?(ur)IET UHTT
wmHt
(Fcf)
YIE.D
@|tcnEIE
TOaPt-
RATUnf
cF)
R[IAro(s
4 t/2 6.2 lsg .7 7L 4 Cylinders Cast;
Total Pour of Mix tC' @ 52 yd3
PROGRESS REPORT
Sample obtained from truck.
trucks .
Purnp in use, Time observecl on all
ooptFs Michacl llarbcr Architccture;--' '- Andcrson [i | las tings ) Gltry Murrain
PCL Construction Scrwices;
URS Consultants;
B. Carr S.L. Pawlak
FIE-D OT}S$VER APPRO/ED BY'
Clrcn0Nonhern.lnc Cdirlrr|l trgh.-r ci Sdourb
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
at a llrTlr,( TrnErEr lD ctt-xrr Ilf n|lt |lLt (l|l:ft1/rai llTF rr Anf SF rrtD ar r cotrt -mr l rf"TnTt or cin dIxrt 'r'o '{mB0A[] mi ?tnxa-
tr.r or lltarrlal.Tl (rt clrrrrl .F txrr.(Tt nrra c.t iforarrft orrr mnrl-j-ri--ininiio'hxip dJn rftlltx llff(a- S ltrt{J rrl t€ untt0 cr ,rartl rurF B
cDratIftD ur,tlr qr'| trflrrrraxn ,J[ |€.rfrr m ft mrtrxl
^
.''.rt- .{ s. [iliii-]r." , ..n?'rr.
7r; h CLI tl|' .,/tO
To: 19ryp 0l: vArL JoB No. 4 398 90 DAIE 9-10-90
ACtn: Mr. Stan ljcLr.yn rr75 Sout}r Frontage Roa<l DAILY REPORT NO' 70 SHEEr Z 0F B
Vail CO 81657 tNVotCE No.
EROrECT A<ltlition to V:ri I -l'r.arrsportlt ion Ccntcr.. V:ri1. Color:atlo.
WesteTn SP&rnAnO S SLlruP 3rt-5fi
^|R
COtfiEJ|tf 4%-.g%gpnrlMobi lc ltD( r.D. A i000 AraENr rurpER luRE R^rsE 60o-90oF
lESr
t{o.nwr(t(L ne(Er
M).
IIME
EATC TD
IUE
ATU$/E)
I!€
sAltPu:I)
RnOUflftcorj}rmrfosl
REVOUtnO+l
@Ur{lER
@uPt.Ellotl
;l,Irc Y^|u)S
LD'{)/
CUUUI./{IIVE
wArB ADo@qAuDns
8
9
10
11
72
13
74
49
Lt7
54
100
119
49
100
2760
2162
2L63
2L64
2166
2L69
2L73
9:30 AM
9;59 AM
10:14 AM
10r35 AM
11:36 AM
12:10 P,l'l
1:01 PM
9:49 AM
10:10 Al,l
L0:30 AIr4
10:45 AM
11 :46 Ali
L2:77 PM
1: L5 PM
11 : 00ANt
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
40
48
56
8
t6
24
32
p
p
p
L
p
5
10
TETt{r su[?
(Dr)
IET UN'Iw+fr
(Fcf)
'rlB.D @ficr|f,-rE
TE'PE-
RATl,ftE
cF)
Rfit^0(s
9
11
7
5
rl2
1/2
7.8
6.8
77
72
Balance of cencrete rejected by contrac-
tor; out of specs. on slurnp.
4 Cylinders Cast
PROGRESS REPOTT
Sample taken from trr.rck. Pump in use. Les Wood adyised of concrete
slwnp G 7 1/2n. Tine observed on all trucks.
.\.tDrtrc l.lichac I llarber Arclti tccturc I
Andcrson f, llastings i Gary lnturraitr
PCL Construction Services;
UltS Consultants;
B, Carr S. L. Pawlak
FIELD OSSEFVER APFfiOVED tlf
Chen€Northern.lnc C...ri{Jri &rh-! ai Sd-ui.
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
ar A rlrnr{' atrnctEi nt altxlr lr( nnE lrr| o(tF.trt\ Al ittTFrt {'t( in ftn At nt: ft!!!lq*-ttl(''frTY r f't d fxr* l}o--antI,l(l^lpi mi '1.|E -
rn.. o. 3rarrlt tl mr€urrrr (n ryrxcrt r.r x (! [-arlr).{ qrr crurrj-d^iiirrio'mru$-cn rm tt}t ,atm(rvA- s{rrtr] fL !( txrcro cr rfltl lul}€ B
oQ|fa.:lD lr(tr otllt ,a.|f,ltxtr Ea gltD Io x :rrtl|q
A iiia' d *@r-" .r .-q't
7-r ,a. Ct.ll.| a/ao
TO: Toilht Op VAIL
Attn: l"lr. Stan llerrynan
75 South Frorrtage RoadVail CO Bt6S7
PR(UECT Arldi t ion t:o v:ri I 'l f anspolt;rt ion
western speFn roll* 3f,lJup 3t|__5,1
SITPPUER f,r^r-; .r ^ lt0( LD. r znnn
- JOB NO. 4 j9s 90
DAILY REPOTT NO.
ll'{\rolcE No.
Ccntcr', Vir:i. 1. Colo:::rdo. _
Arr coiflBrr 4%-8%
AIIIE T TBTPEMTUNE RAIGE
DATE 9-10-90
70 sHEEr 8 0F
6oo-9ooF.
IET
M).TErrcXt{L no(gr
Mt.
nu:
BATClIED
IIUE
ARfiVEO
Tl|.|€
&\!IPLED
ItE\/OU,Tpal
@U}JIIIRt[ol]l
RE\/orJ'Ibtl
OOUNIER
couPLnrc
CUA|C YAN6
@^D/
clruuuTrvE
wArE ADO@qAurtrs
15
16
46
150
2t76
2t79
1:30 PM
2:01 PM
l:47 Ptl
2:28 PM
As Req.
As Req.
As Req.
As Req.
64
o4
14+5
6
lESr
HL
$1I?(r{)HE UNTT
WEoHI
(Pcf)
YBI)@NCffIE
TETFf-
RAN,IRE
co
RErlAR'(s
PRoGRESS REFoRT rirne observed on all trucks, Last ticket is correctetl yards at
64 tota1.
ry..,pt* Michacl llarbcr Architccturc I
Andcr-son li llastings ; Gary lrlurrain
PCL Constnrctiotl Sewiccs;
URS Consultants;
B. Carr S.L. Pawlak
HErl) OBSERI/ER APPRoVED B'
Clien€Northenr.luc.Con.du,lo Lnulr. ori, 3rjil,'b
REPORT OF CONSTRUCTION ACTIVITIES
ffi n^F
^r{)
d,!:rrav,,, ru !Irg!!!-^E sr'n rD as 'rr co'rxxr4-.-ffinf.XtrgtilF f;,#S*ffi"ff#Hf;
r{ir. .r ir^rrtrxts cc'ul!(r.' q -fry1i{1f -ifi in'u,ri-rc-o'rr m rurnt E RtitJl\ti Ftlo"&) o('n mflILN
iii:iii-nii--rirrits-oiui rxtr rq.rxs lrf, r'rtr! ro N r$rrf,r'
^
n-r.- d t-Fi T'lgi' .. o<.nt'k
tdrr tL. C!f,1004 4/eO
10: TOWN OF VAIL JOB NO. 4 398 90 DATE: 9-11-90
Attn: lr'[r, stan l]crrym;ur DAtLy REpoRT No. 7l sHEEr 1 0F 6
75 South Fiontage RoadVail CO 81657 lN-volcE No.
pRilEgf Aclditiorr to Vail 'l'r'anspol'Lat iott Ccnter, Vai 1, Colorado
WEATHER CONDMONS AI'ID TEMPERATURE C1CAT 75OF,
CHEII-NORn|ERN'S SffE ACrMTIeS Fu11-time observatlon, Inspecti.on and Testing;
Testing of thickness and obtaining sarnple of fireproofing installation applred tg
Beams, Level 3 and 4, Line A-B, Grid .11-15; Concrete being placed for topping Deck,
Levels 3 and 2, Line 30-31; Reinforcing steel being placed for Deck topping Crossover
Level 4-5, Line B-C, Grid 54.5-39.
VERBAL COMMUNICATION WTT}I CONTRAGTOR, ENGINEER, ARCHTE T, OWNER
B. Carr. S.L. Pawlak
RELD OBSERI/ER APPROVED BY
lrli citae I Barber Architecture 'COPIES Attn; lrlr. Scott Ward;Gar.y lr{urrain
PCL Construction Services, Attn: lt'lr ' Denny
Armour: Anderson 6 llastings; ..
URS Consrr I tant s, 4!!lj- ir:-E!!99jlj
Chen€Northern,lnc O.r hf fnfi-r ri LkrrHt
REPORT OF REINFORCING STEEL OBSERVATION
tr l rlr L tE'r.crEr ro qrxTr, Irf ttltr,]r,(r|dltri!. lll rtFdrt ria J.r.|nD A! nr oorfll)anr( Pm"frw c dri ofxl!. llo lajlwlrD. tEi PtnEA-
,.r, 11' trltg at;. (rrqttx]tt (11 fxrRrcnt ttttl (tt itq1itr q,rr xe<m-o nir.iD pr oan qr tlrtrE[ lfti(x& l^LPtrJ :tr 9( crtt'ro ff lft6 lf5llp ct
coftf,tf! tr.l5 ollr,! ,{ar{)r}nl li( ,|e|ilu) lo r twtts
^,trr-.f *.[Jnt ll.r , E a...
rllq &'. C| trt ./F
TOr JOB NO. 4 393 99. DATE: 9-11a90TOI'JN OF VAIL
Attn: Mr. Stan llerrl'rnan DAILY REPORT NO. 7l SHEE1 20F 6
75 South Frontage RoadVait CO 81657 ll'NolcE NO.
PRq,EcTAdditiontoVailTr.anspoTtationCcnte.r,Vai1,Co1orado
STRUCruRE Cros qnrrer Remn
LmArrn ELEVAIIO
RO|rI)RCOTC c0ruofis
\d'r CIL lro6zor{IA
Line B-C,
Grid 34.3-39 Level 4-5
762 pswslt4 E
12" 0.C.
93 Rows#4 @ 8rt
56 Rows#4 @12!l
l.c.
83 llows#S @
8rr 0.c.
3/4 Slab Bols-
ter @ 36rt O.C,
Lf 4 $lire x5 f 0"
o 56r? 0.c.
Top and Bottonf Nqrth to South
Bottom, East to west
Topr East to West
Top Lap wf*4 East to West
sPE[lFlc^noitt srEL cR IE 60 EI ptrrrs uso
mDmnc o ctrANtfitsg: cl'ean El srne Dn^Hllcs us€D
cLE R^llC€ lr|D CO/ER As Required E COrrnrma rortsto
Spt (txc: sPtEftc Tn+ As Required 0 ruu--lue oosER\' oN
aAfi s,pp(Rrs: TrpE El prrr-nue oosEnv noN
m{E}t lNPl'rCE COUTP$}|CfHoc'r ffi'ffift ffi,ffiffi *.-ffi,,,-
E(^llD{CD RE-DCATNE)
NO YES 9-12-90
PROGRESS REPORT All rebar and wire is epoxy need retied at # Lapcoated; -#5
Michael Barber nrchitecture,
COPIES Attn: Mr. Scott lrlar{: Gary lr,lurrain
PCL Constnrction Services, Atin; Mr. Denny
Armour; Anderson & llastings;
URS Constrltnnts. Attn: ltlr, Lcs ltloorl :
B. Carr S.L, Pawlak
RELD OBSETWER APPROVED S/
Chen€Northern.lnc.Oo.:rfkn bgt-ri lnd Sor-ro.q
REPORT OF FIREPROOFING THICKNESS, DENSITY
AND BOND STRENGTH
A! A rlm,|t tE|tctEfi ro (l rxtt nf 'lnE ^|It o(itlyr!' Ar trFGr frt J.nmn AS w co]rtt{1l t PF"flTt cl oul cllxnr, lro atnrdan0{ rti ?rm E -rrr. or sr lftarfl' @errt06 cn rrlr|cnr rl0r dt if.a NlrF c,rt itt{|tT! tt t[trtD p€xl€ q.i ftlTrl]t rtP't(,vA- s l|iI r E ocFqt@ 0r lrTfl lfJmro Eco,t-fltD ut-Est olllt ,n.€Ixtt ^f raltfi) 1o ll ifiltr|q,
a nrrrr* er r- [TtttTl r-t cr .oiF -
F6r |.o. CLllt a,/m
TO: .rOWN OF VAILAttn; Mr, Stan Berrytnan
75 South Frontage lload
Vall, CO 81657
PROTECI Acldition to Vail Trans
JOB NO. 4 398 90
OAILY REPORT NO.
INVOICE NO.
Vail, Color4do
DATEr 9-11-90
7t SHEE; 3 oF
ttation Ccntcr,
}TAIERIAL SPECIRCATIONS
ooHln^icloR Crossroads Etrps. ll ltuflglunfR Cafco Blaze Shield
qHo SIRtl#rH (psf) D$rsrfr (pcn 1 3 nc f
PRq'ECT CONDMONS
SI,FIRATE P@ARAIX'TI A{ R{T IEIIPERAruRE ..-O,-
s rnrIurm IEST AREA
wEr
w€tct{r(rrs)
ofrr
IiYEGHT
(L8s)
IIOsTIJRE(r)DE}.ISITY(Pcf)
1
J
3
4
5
6
A2 @ 14.8
AL.3 @ 14.5
47.7 @ 74
Ar.2 A 73.2
A2.s @ 11.3
A.5 @ _13
A1.5 @ LL.5
s ltPtf
HUIA€R
gtfluur|
IHE('{€SS
(rN.)
urJfluuI
HIO(NES
0N.)
AVERIG€OSEN
0c,fiE
0N.)
TXITID
SIRENGI}I
(Psr]NOTARKS
1
2
3
5
6
r. s/8
717/76
7 7/2
7 r/2
7 7/76
1 s/8
7 7 /J.6
Z
3
3
7/8
3/8
9/L6
1,3/ 76
s/8
3/B
3/4
z
)
2
2
2 s/16
2 1/2
2 3/8
21/4
1.7/8
:r 73/ 76
2 1/76
t 7/16
1 '7 l1A
7 7/1,6
I 7176
L 7/76
7 7/16
t 7/1,6
Top of Beam coyered by steel deck. No
visible cracks observed upon completion
of drying.
PROGRESS REPORT Beam Nl4x72 needs add itiona.l
advised.
coveTage toP of Bean A4-12. Contractor
coprEs xttl?"t"li.B35.t"filil:cturc,Anderson 6 Hastlnss: PCL Construction.Attn: Mr. Denny Arrhour I U.l{.S. Consul-
fiffllii"tt.r: Mr. Les Wood; Irlr. Gary
B. Carr S.L, Pawlak
RE.D OBSEfUER APPROryED Ff
Chen€Nonhern.lnc.
REPORT OF FIREPROOFING THICKNESS,
AND BOND STRENGTH
Oo.rr.Jtkl' trlarFt rnd S.k{f{,.
DENSITY
I.TAIERIAL SPECTRCATIONS
PROJECT CONDMONS
SUEINAIE PREPARATX)N
COffIRACIOR Crossroads
s{D srRflorH (P6F)
Etrp.YANUFICIURER Cafco Balze Shield
DErrsnr (PCr)
ArBIEIT TEIPER^IT,RE
Tor TowN oF vArLAttn: Mr, Stan Belryman7S South FronLagc lldad
Vail, CO 81657
PROTECT Addition to Vail Trans
JOB NO. 4 398 90
DAILY REPOTT NO.
ll.tvotcE No.
Vail, Color4do
DATE: 9-11-90
7L sHEEr 4 oF
tion Center,
A2 @ 1,1 .s
A2 @ 1,3,4
AVIRAC€
IHtct(NFss
(tH.)
1, 7 /1.1" 7/1,
Carr S.L, PawlakOBSERI/ER APPSCIVED BT
coprEs xitl?"t*li"B85.t'illl+j:c ture,
Anderson G l{astings; PCL Construction.Attn: {1, Den11y Allnoug; U,ll.S. Consul-Attn: Mt. Les Wood; - Mr. Caii
Al a uml|t fiottclDr ro qtxflt nf tuiE lro otila\f-!, AL |lt<'ltt r|I llF'rtrtt a,t ?lt co{nxn^t nF?ftfY G o{'l clIHftr l}10 arT}nl^rDx roal Pt tE -no'i (r st^Flrxra cost lrFf.3 (f f.xll cnt rr(rr ci n€antfrr q.rr &tllrlt 6 |lf:rxlrtD ptlel€ qr rYfmx xfro#L s^rftr: r- D@cttD F,vTIl ltsTnp 6c{t t.f,lt! trl.flr dtxtt ,tflxrllxn rnc t4trIn ro '| rffrn|q.
^ .Gr.. .. rr.[f ltf f lr+ d or-J..
t-i lr.. crfttt^ l/o
Chen€Nofthern.lnc Cdr.dr{ lrrt'.-r s}a 5.Hr.{t
REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS
^t A illri.r.l TiOflGlE ttt Atlcl, t|( fr;t ^t
t (xttlwi
^tt ^IFr'.|:r ^r.f 5rr.Trt, t nt cOrrDt lW rF.tfY O'Otr dt[ni 4O-4]!!!!r rD' 7Y)i iilfA-
no. '- 3r|'txxr!, @rtttl'.t di uri.ct!| m(lr (! rfq ^lr.o arr rnrn-i--rr-inio Pfrtil cul rrurrx l'?no/a- a',rl,'(rt rrl of DCFE6[D r 'lrru rtJlr€ B
co:ullD lrllr rml, ,n IIfir |iI r4tru, II, ll rrrttxl
A irn - r r.{Xiii-lnr .. ...nr--.
t6 t\ t|ral l,L a.'fts
To: 1i1yg orr vAI LAttn: Mr. Stan Bcrryntn75 South I'rontage Road
Vail CO 81657
l!!!ECf Arkli ti on to Va j. I 't'r.anspor.tat i on
Western Sftflin^Tloltt cLUUp 3rr-5r'
suPPua Mobile !u Lo C 4500
JOB NO. 4 j98 90
DAILY REPOTT NO.
ll'wolcE No.
Ccntcr'. V;ri.1 , Colotado.
Afi coi{IE}Ir 7% Avg
AIIIS.IT TUIPERAruftE RA}ICE
DATE 9-11-90
71 sHEEr 5or
600=9ooF.
IET
M'.TRirct(
ML
ncrEr
l,p.
nuE
EATCHED
lluE
ARnwtD
lll/€
SAI/PLED
RIIOUJIf$l
@uNnnlrltN
RE\/ouflrc}}l
COU'iITER
@TPIIIION
CUEC YARDSrilD/
ct/uuulrvE
If TER AOo@ollr.olls
I
4
5
6
1
54
44
119
71,4
100
44
49
220.7
2271
221,2
zzL+
2276
2277
9;42 AIt{
10:10 AM
10:34 AII
10:54 AM
12;08 PM
12:35 PM
12;56 Plll
10;02 AIV
70:,24 N,
10: 58 AIvl
11 : 03 AIll
1,2:,2O Pltt
1,2i40 PI"1
1104 PM
1I:,50A1'i
As Req.
As Reqr
As Req.
As Req,
As Req,
As Req.
As Req.
As Req,
As Req.
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As Req.
f,s Req.
As Req,
As Req.
8
L6
24
32
.+u
4B
56
6
6
,L4
8
t2
4+4
10+4
lESrlll.su,lf([[)ArR
OO{IEilT(r)
f,Er uHr
ItrGlfT
(Pcf)
YE-D
CONCREIEIE'FE-
RAruRE
cr)
ftElAro(s
3 4 6.4 139.8 73 4 Cylinders Cast
PROORESS REPORT Test sample taken from truck.trucks. 40 ninute deLay while
Punp in use ,
brcaking down
Time
ho se
observed on all
to change 1eye1s.
noptF\ MichacI llarber Architecturc;
Andclson {i ltastings; Gary lr{ur.rain
PCL Constructiotr Scrvlccs;
UltS Consultants;
B. Carr S.L. Pawlak
FITID OI}SEfWER APPffWED BY
TO: .pg11111 Otr Vn I Lnttn: Mr, SLan llcr.r"yrniur
75 South Frontage ReadVail C0 BL6S7
PROTECT A(l(lition to V jI 'li.ansp
_J{estern SPSCE^TX,}|* s|.|JuP
Ya,lJur N,tnh i I c, uI{ l.D. c 4500
JOB NO.4 39s 90
DAJLY REPORT NO.
ll.{volcE No.
(lcn tc r' . V;r'i I . Co 1or:atlo . .
Affr (pNrExI 7% Ayg.
AITt}fi TIATPIRTURE RA}€€
DATE 9-11-90
7t SHEE.r 6 oF 6
Tt:r ti i oll
3||_5il
6oo-9oo
TET
t{}.Tnrcl(f0.Ilq€ff{t.TIME
IIATCHE'
nuElnnilg)nlr€
sarPt tD
RE\,OUflXX{
COUtfr8
m00l
RF.\,oLI'IX'II
@UIfiER
COUPIEIION
CUIrc YAM
t_ilD/
CUUUIAIWE
'tY tB lDog)q^uons
R
9
LT4
44
22I8
2219
L
1
31 PM
49 PM
1:43 PM
2:04 PM
Ac.
As
Req.
Req.
As Req.
As Req.
64
70
10+4
5
IETH[su[?(llr)tn
COilIEJT(r)
WEf UNIT
x.EcHr(Pcf)YIE.D
coNcnflE
TBIPE-
MTURf,
co
Rf,l| fir$
PROCRESS REPOKT Tine obseryed on all truckso Total pouX @ 70 yards.
.tnptFq Mi chac 1 llarbcr, Archi tectu.rc I
Andcrson $ llastings; Cary lulurrain
PCL Constructi.on Scrviccs;
UllS Consultants;
B. Carr S.L. Pawlak
FIE'D OBSEFI/ER APPRWED Bf
.ClrcndNorthcrn.lnc.Co.n tq tr'lrr! t'a 5id'tar{.
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
At A rt,tttt FEtlErEa E qrxll l'l irit rr<r {|Rttwr. AI lftqiTr Anf ]iflTrn Ar tri: @trt}|Tr l FidtnTY or fin (: txrt' f'l' A'nrn'|llD' mi nrar _
rD|r or rralrrat ]l o|'{|lEri .r rlTr|crl rF(x m req rln rc cr mrr,wi-a^|'-in'ro' rrxio-cn l|{tlnr t'Rgvrr- :t lrtr: vlL tt DoFulto d' rlLR IE I]rt a
ogr.'uflD ttr.Itr ottlt Frcl{!fit Ha. ,qetD lL tr ;rr(r
A a.-nE r *@* .. ...rrr-
tr 15 Cltl l,aa a,/to
ChenQNorthern.lnc.Corl.t lrr|g lnglrr'. o.d Sc,.rurb
REPORT OF CONSTRUCTION ACTIVITIES
at l rlmrlf t'irrfcrr,| m frxt! n|f nnE ^rd6rttt:ts
llr wt'g-.t trt gFJrIrrD A'i ri: mEr!!lrll l- FF]FrnrY t qr ofxta "o aJwrg^Tn Foi l1nb -
no|r<rrtrl.xrs'coEltt?xt6t(nIIlR,cntlr''m4qIl!ourrntr'crnl.s"lii:r'r.i',la;'oll€"o'nrrrnu'H]ie-c,l''tJw|tl.lt06''r-xr!(rr|.l1|6ctirirt.o rttrsi onu rli t€a.rrrrlt llf rqtr, 'lo lll lnrlr€-
^ 'n '.- .. r..[iiftil r- o{ d't'-tr.
r.ri rr. ctf,iolr^ 4,/eo
To: TowN oF VAIL
Attn : Ivlr. Stan Berrynan
75 South Frontage RoadVail C0 81657
pRqtEcT Addition to Vail'I'ransportatiotr
JOB NO. 4 398 90
D^ILY REPORT NO.
ItwotcE No.
Vai1, Colorado
D TE 9=12-90
72 SHEET 1 OF
Ccntcr,
ryEATHER coNomoNs AI';D TEMpERATTRE Clear 40o-80ol
CONIRACTOR'S CONSTRUCNON ACIMNES
PERS/OilNEI.:
}IAIOR EQUIPHENT:
AGIMIIES:
CI{EI-I-NOflTHERN'S S|TE ACrMTIES Full-time Observation, Testing and Inspection:
5:00 A.M. Concrete being placed for Leyel 4-5, Line B=C, Gri.d 34.3=39 Crossover
Ramp; Density testing of fiff-being placed for backfill at Wall, New Structure and
Slab-on-Grade structural fi.ll for Level Onc, Line AO-B, Grid 30-.33,2; Reinforcing steel
being placed for Wall Stair No. 10 and Stair No. 4.
\ERML COMMUNICATION WrIH CONTRACTOR, ENGINEER' ARCHrIECT, OWNER
tr{ichare l l}arber Arcllitccturc,COPIES Attn: Mr. Scott Ward;Gary Mur:rain
PCL Constructiort Services , Attll: I'lr. Dcuny
Arrnour; Andetson fi llasti ngs;
llllS Consrrl tirnts, Attrr: Mr" l,es Itlood
B. Carl S.L, Pawlak
NE-D OBSERVER APPROYED SY
Chen€Nonhern.lnc.
c(lanftt t'llli ml|.l |,sqqLxIl lr|l' lo[lD To lll wtlll]ro.
^ ,Err- c. rrl HIH lr-+ , ..inr{.r-
rrrrr rao. c|rElOT {/lO
U,3t!J.{ Ir*sr -ia L/-t.
REPORT OF FIELD NUCLEAR DENSITY TESTING
a3 a runA F(tTTcTrrt !o qrxrl n': ttrtE ||{r cuRttl w1 flt Fr|Y lTt llrf !rtr.T'?o A.' Itr ootl|Do'Tut- tlidrttTY (r otn clfx$'r allxxl'Atn Ri itl rl -
rxr{ rr s11lrurxrr mrtr lriFrr6 rrr rrlprcrr rrF", m f qrfrro qn oy'fr rs-iirirti-o ltiiirj-cn-wrriut rlrnsvx- sr'['u:l wlr E o'gul c lntt lErrr€
TO: TOhrN 0F VAIL JOB NO. 4 398 90 DAIE: 9-.12-90
nttn: Mr' stan llcrrynan DArLy REpoRT No. 72 sHEFr z oF 675 South Frontage RoaclVail CO 81657 lNVorcE No.
PRGJECT Atldi tion to Vail TrnnsTrortirtion Ccrrtcr, Vai 1, Colorado
sPEctnc^noil covP^cnoN &
MINIMUM REQUIRED IN-PI,ACE
CONSIRUCTION CONTMCTOR:
MATERIAL
DENSITY 95
B$B Excavating TEST
DETERMINED tlf:
LOCATIONS WERE
A5x ASTI\4 D 1557
Backfill at ltlalls
SFI FCTED S/: Chen-Northern
TY?E AI.ID NUMBER
TY?E AI{D NUMBER
METHOD OF
'ODING
OF EARfi MOVING UNTTS
OF COMPACTION UNNS
MOISTURE Natural
2
1 Front Loader, 1 D3
Dual Wheel Rol1ers,
2 Junoinq
TTJICKNESS OF UFTAs Required
NUMBER OF P,6r-SSES45 Rcquired
Jacks
*BSG=Below Subgrade
LOCATION
DEPTH OR
ELIi/ATION
(FEEr)
I/BORATOR/flELD
PF-FCfIT OF
(R€J\Ttt€/
irN(u(x)
ogr r€)
SOIL TY?E
rt)l
NO.MAXIMUM
DRY
DENSITY
(pct)
OPTIMUM
MOISTURE
CONIENT(i)
DRY
DENSTTY
(P"r)
MOISTURE
CONIENT
(7)
5
24
ZJ
26
27
28
t2 4r North of Line C
at Grid 34
6t North of Line Cat Grid 35
5r North of Line Cat Grid 58
4f North of Line Cat Grid 39
15t Sout:h of Line A
at Grid 12
30r South of Line Art Cr.i I 11 q
BSG
BSG
27 t BSG*
261
251
241
BSG
1I] I BSG
Q' Rq.:
136,0
136.0
136. 0
136. 0
136. 0
13(r - 0
qq
5,9
5.9
5.9
5,9
s-g
1,32 \4
732.O
J,32 , L
r32,s
IJ,L . Z
13',1 g
714
7.2
7 ,0.
7,1,
5.8
q4
97
96
96
97
Sl tghtly
Silty Gra-
velly Sand
51 . Silty
Gravel lySand
51. Silty
GravellySand
51. Silty
Gravel lySand
51. Silty
Grave l lySand
tt ll
ts FULL NME OBSERT/ATION E PAKI TIME OI]SEF/ATION
rtrs tFonT fitf.tr{t:l Ftr0an rqrao a! A Ranr or C|n o|sflw^lxt{r ('' ntl P1r.-f w}rt. It ll \ri RtllrD ol{-lllr clttlRrcT('6 m c'}{l}llJ".lTa T|q trl:
Flxud{,loi3c0,tA'Ivtf''I'vIMor,('6ll't'm'1U'u,rn|orlurt'rrrrrt.'i,.n..iili-r';rrrn.r,.nfE.'!!llK'!''f'utn6rLlirsA.':u^o€orfnlo|!
As Etr\tr H€cr:.$rr rc qrrxlrt qr o.6rl{!tn Julrootxl. rtsr rxrr ,vi'ilii rr'i iii ii.,.id rrn <rlNors oil YnlurlrfJl llE 'lu
llI1s st'tcJrr'anorc
rH€ Nt ctfA8 Df,lts(rrErER uEn|co oF rEnNc f,AS usf:D rN sutlsl l{ML lccofttAflcE wnH ASlu D2902 Al'lD oJolT
PREUMtMfil OBSERT/ATIONS AI.IDIOR TEST RESULTS VERTIALLY REPORTED TO:
PROGRESS REPORT
walls north of C
The above tests
Line, Grid 34-39
were perforned on
and Stair No. 11,
the backfill being
Soirth of A Line.
placed at exterior
coPrES xti';?"tr?1'3:1.t"fil]il:cturc,
Anderson Q I tast i ngs ' Illr. Gary lnltr rrl att ;
PCL Construct ion, - Attn: lrlr. - Dcnny Arrnour;
(lRS Consrr I tnnts , Attn : Mr. l'cs tlood;
B, Carr S,L, P4wlak
REl) OBSER/ER APPRO/ED AT
ChqnSNortlrcrn,Inc
*rd}tf bd-r ri sd-tldr
REPORT OF REINFORCING STEEL OBSERVATION
,s l qrnt|( tittfcrF.a ro clfi{Tr, rr ttrE a|) drtrlwl al [-Poirr /l|( ![.TnD li ne coaD(xn{ amfitw (f (rr! drlq-r to^-4l-!!qg{b{ tul Pltl x}-
r( tr tlArrartl cv(lultrrr (! rrnicl! trr f ot tttorrto qrr [Foirr-B ttlnvrt |tt Dtlc tll imrflt r?lu/a- JAlt'trJ tu E rFoxltg (r. ^'rr rtilllg 6
ool\Imr u|Itt olru ,Fnrlllxll rtt ,{att! ro '| w|{rrn
^
.r,-nr- , -l-tlijll t-' d G..nr{.r-
rrrr rb, Cl{ll6 a/go
TO:
TOII'N OI: VAI L
Attn: Mr. Stan B-erryman
75 South Frontage RoadVaiI C0 31657
PRCJECT Addition to Vail 'I'ransportat i on Ccntcr,
JOB NO. 4 39-8 90-
DAILY REPOKT NO.
[.fvolcE No.
Vai 1, Colorirdo
DATE: 9-12-90
72 SHEET 3 OF
STRUCTURE Walls and Footing
LOCAIXI{t]5/ noil
RO{Fosrcrftc
coruo{ts
\,AnC L lrofuzoHl L
Stair No. 10
Wal1
Wal1
Stair No, 4
Wall
Wall
Footing
Leyel 2
LeveL 2
LeveL 2
Level 3-.4
Level 3-4
Leve 1
Level
3-4
3-4
2s *a era"$l[]
18 Jl4 @10'rO,C,
@12il0
l grt
,F,
.1,8 i I
l,8rl
F.
MK j4 Dwls
l"6
#4
#4
#4
*4
'l,t
40
L0
L0 #4 0 _16il0,C
tlorth llalf of
ilaI1
South Half of
Wa11
20 MK #4 G_16r'
o.c, B, F.
2A #4 e 76tl
0.c, B,F,,
20 s4 MK 0.1611
0,c, B,F.
ll4x6t 6tl
B. F,
I,F,
I,F;
t{est lllal1
North Wal1
East Wal1
Botton of Stair
spEcuE norS sfElt cn^De 60 El n-rrs uao
ROl|F(nCNa CtI Nr,.0rESs: clean D *rOr DR ttllcs usED
ctE R NcrE lttD covEn A cofiIR cloft lDvlSED
spuqflo: sPEcsEATtonr [J;ruu-rtue oosERV TloN
a R sr.FFoRTs: T,t?€ E prrr-llr o{rsERvAnoN
Ftt{Et{ [-rPucE @lltPt llCEHoc'r ffi,,ffi - #fl.lffin ne-ffi'reort}|E'l lNrrA[Y mlElrD(,lrtH@ Rg-O(^rNtI)
Yes
PROGRESS REPORT
Michael Barber Architecturc,
COPIES Attn : llr . Scott lrJard I Gary lrlu rlai n
PCL Construction Services, Attn; li'lr', llcnny
Aflrour; Anderson Q llastings;
URS Consultants. Attn: lt{r. Lcs l\rnod I
B, Carr S,L, PawlAk
FIELD OBSEFVER APPROVED FY
Chen0Northern.lnc Cd|. r(t|| atroh.f| !|a S.ttiax,
REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS
At A tlmxl f'ltrttmr tt at''xlt ltf tr[E |,|) (xlrwrr. ,rt if.'r rt rttr tlffIrn at nt: cs?Il'l|Tt^tjli'f''|TY 0. dtr d lt'r$ l,'(} rrmrfArD( mi a|i(-Er-
ru. r 3rarrr.r{rl ooara r. G rrtD.Grt r"rrr fi ifo ^pe u rt lft'ati--nio';fi.8-dn-txttiot remort s,Alt'u,l tll E orr<rt{D o. ,,rrll rE It€ rs
cqrullD ur,a! oDrt xBrIrt .|l t|a rtu.o to ll rfiltrl
A 'r-r.', r-fXifr-l'r' . -iv*,
trri |.* Cral l,L a,/lo
TO: 'pgMl OI; VAIL
Attn: Mr. Stan Bcrrylnan
75 South Frontage RoadVail C0 81657
ryg9qCf A(l(li ti on to vni I '['ran sPottl ti.on Ccntcr'.
JOB NO.4 J98 e0
DALY REPOKT NO.
lt{volcE No.
Vli l. (lolorarlo.
DAIE 9-1 2-90
'12 sHEEr 4 0F
Westerns|m Mobile
COilIE}ff 7 oz^ Ll'r o, q r\'6r
Arsclfi TAnP€n luRE
sPErEAIpras 3lrryP
uD( ,.tI C-4500
3 - 5|l llR
R NCE 6o,o-gooF.
IETr{t Inwxill.
.Irc'(ET
l.to.
TIT€
SAICHTD
llt|E
ARflwE
Tltr€
SAIIPT.CD
RnOU,IPtt
@U TER
EqN
R€\roufiptl
cot I{IER
corn-Elloil
xrrc Y &rstoro/
C,UTUIJTIVE
UA'IER ADOEDqlr.loNs
I
2
J
4
5
6
.7
54
100
177
119
104
54
100
2222
2223
2224
2225
2226
2227
2228
A. A''
5;14
5:28
5 |44
5:59
6:22
6t34
4:55
5i20
5:38
6r05
6zI2
6r30
6:43
E , ?n
As Req.
As Reqt
As Req.
As Req.
As Req,
As Req,
As Ileq.
As Req
f,s Req
As Req
A,s Req
As Reg
As Req
A,s Req
B
L6
24
40
48
56
TESTln su[?(tlt)llR
o(}frEtt(9
UET U}I'f
TIFHT(Pcf)YI[tI)
COTrcREIE
TDTPI-
R lrm
co
nDr ruq;
2 4 r/4 5.0 t43.4 77 Cylinders Cast
-
PROCRESS REPORT
-
Sa,rnple taken fron truck, Punp tn usei Tj:ne ohservecl on all trucks,
noprFq l"lichacl llarbcr Architecturc I
Atrdcrson Q llastings; Gary Murrain
PCL Construction Services I
URS Consultants;
B. Carr S,L, Pawlak
RE"D OBSERYER APPROI/ED BY
TO: 1pp1r| 0l: VAI L
Attn: Mr. Stan llerrynan
75 South Frontage Road
Vail C0 81657
JOB NO.4 398 90
DAILY REPORT NO.
tluolcE No.
V;ril. Coloraclo.
DATE 9-12-90
72 sHEEf 5 0F
PBqJECI Adtlition to Vni I 'l'rarr spoltat i orr Ccntct'.
Wes ternslrPHJa Mobile
SPESEATI)H$ sLT'llP
lufi t.D. c-4500
5rl_.5 AtR coffrErr 7% Avg,
AIBOIT IEIPER^IURE RAJ.ICE 6oo-gooF "
TE;Tt{L rnrrc|(t{L
IIO(ET
t{).nu€gAICHq)TIUE
ARrVE)
TIUE
5Ar|PTID
RfvourrFf{
cDUNIER
EBW
RE\'ou'rloil
@T-'NI€R
coyPt-E[oN
:UEC YArc|'oro/
CrrUUtlIIt/E
WATER IDOEDoatoi|s
I
9
1.0
11
L2
13
1,4
t1,7
119
104
-44
54
774
777
2229
2230
223L
2232
2233
2234
2235
6i 47
7;05
7:79
7:38
8:04
8;19
8:40
7: 00
7:2L
7:28
7 i48
8;i.8
I ;30
8:56 9:06
As Beq.
As Req.
As Req.
As Req,
As Req,
As Req.
As Req.
As Req
As Req
As Req
As Req
As Req
As Req
As Req
o4
,7)
80.
B8
96
L04
1,72
6+5+l-0+B
6
10
5
8
5i5
10
TET
HL
surP(nr)AIRo(tflE{r(r)
WET UN.tr
ftFHT(Pcf)
YI[lI)
corrcnflE
TEIPE-
RAIURE
co
RflrArots
8
14 3 7/4 6.5 _139,5 72
Total water added by contr4cter, 29 gaL.
PROCRESS REPORT
See Sheet 4 of 6. Les Wood advlsed of water added to Truck L17.
...t'rE,q Mi cltae I llarbcl Architccturc;
Andcrson I llastirrgs; Gary Murrain
PCL Construction Servlces';
URS Consultants;
ClrcnONoftlrern.lnc cainh brlxr ai Sd-{|(,
REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS
At a rtrut lErErDa lo ctrxft' Df trriE rrrt |xar.Ivrl. Al- rtt['il! x!f, :tF ttfD a! n{ cofrtrrut-ri(Ffirt or dr d fxt!' |,o amhnu lDl mi |1r!'f^-
r'r .,- Jt^,,..xrl c*l,,rrr cr rrrD,clt riG. [a itol1D.F * mr#t'a-id*il'-rrrril-ur -mltrx irlnrmr- s{rnrJ rrt lE of,Fqt{o flnlr lutnt€ E
oorat.llE trlt! onrt , arllr,tl lrE rnrt lo ,{ fin {
A irnt J *@-t.a..it r.
t6 L Qral l... a,/to
TO: '1911* 0l; VAI L
Attn: Mr. Stan Bcrrylnarr
75 South Frontage Road
VaiI CO 816s7
PRorEgf Atltli t i on to Vai I Transrror.tat i.on
iJOB NO. 4 J98 90
OAjLY REPORT NO.
rt{\oEE No.
V;ri1, Coloratlo.
DATE 9-12-90
72 sHEEf 6 0F
Ccntcr.
We st ern
slrPFrJER Mobilc
SPEFE Ttoft$ SLUTaP
uo( r.D. c-4500
3n_5rl An coi{rD{T 7% Avg.
ATdAfi 'IEIPERAIURE RA}ICE 6oo-9ooF.
rEr
t{).Tn ct
I'O.
IP(ET
t{r.IUE
0 rc]@ lluE
ARtwg)
Tlra€
s ltPtID
RffOUnrcfl
@UMfq
EO{t
RE\,oUJINN
@(|}{lEN
COTPI.ETIOI{
CUEC YIG
a-o^D/
CI,|MUIAIIVE
WA'ER ADO€D
o uJsE
15
L6
L7
18
49
46
104
44
2236
2237
2238
2239
8:50
9:04
9r19
9:28
9:02
o.1c
9:46
9:50
As Rcq
As Req
As Req
As Req
As Req
As Req
As Req
As Req
L20
t2B
LJo
1,44
t)
10
I
lESrtp.sur?
(tn)
uEr u|rr
IEOHT(Pcf)
Yta"0
@flCREIE
TOTPE-
MIUnf
cr)
RETATU{S
Tirne obseryed on all tlucks. Total pouraPROCRESS REFORT L44 yards.
...nprFq MichaeI llarber Architecturc;
Andcrson I llastings; Gary Murrain
PCL Construction Services;
URS Consultants;
B. Carr S.L. Pawlak
FIB.D OB6ER1/ER APPRCIVED FT
ClrcndNofthcrn.lnc Criiff [r'lh-r ti Sdnt {.
REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS
At A r|.ml'|l fitffclDl lo (lrtc!' Ttq tr|tE rrro G.ltlvr]r' Al rftGni r,lt :l,,irTtt]t Ar nf coTn'ITr t-tF(FtxTr or qt O It'Ei ^]o
A'tl)all ID{ Foi ni';A-
rr,r o,.Jrarnrtrrr otr{lurr.r (r rrrlrctr rxrl rrr rio rrrro otr nrr.o6'riTdnil- ltiiiir o.r -wllul raFno/a- 3rrtt r5 l|l [( O(I\ctto r llltt TE I}€ 6
oortrnD urttr o t ,l;rf,trxl! lil lotrr.D lo ]l lFll.r
a 'ri-rr' r r'.lTix-l:..r .t .-r-5
t ri *., CIIlaa VaO
LlleneNorulcrn. utc'.Con.durrc t,lul,t*. or! !-Ln/rtt
REPORT OF CONSTRUCTION ACTIVITIES
^.t
A q-m|^t FifTCII'|t lO rXr:t, tri: FUtt E
^ID
aXrtaalf, At ifF0r[!t rr[ StntmD as nt' arafraxrw. EFftrTr cr o.,i €r-fHE ItO i{tnq[z tB F0ll lltl u-
f', (,. rlrr.r*, c'Tl r,{r6 (r rrn/cEr rnt m mn rirrro our Rl\rrR-F -mlrxr,tD I'ttoirr otn rrnnx ifoa- 3at\rJ ill ut !Grr6t 6 rt-IIt rrSllo 6
cEtfltlut l|arll3 o{rlJi rAtutq.Lrlll ,na: rar['I.lr 'lo lll lF|lrro-
^ ,r'.- ., r-FjjiTl r-r .. ErFr-
frrnr ra.. cLl(rA 4,/tO
re: TOlltN OF VAIL JoB No. 4 398 90 DATE: 9-13-90
Attn: l,{r. Stan Benyntau DAtLy REpORT NO. 73 SHEEf I OF g75 SouEh Frontage RoadVail CO 81657 llWotcE NO.
PRGTECT Acldition to V:ri 1 'l'1'an sl)ol'tat iort Cctttcr, Va.i 1, Colorado
WEAIHER CONOfiONS AND TEMPEMTURE Clear. 40o _ 8SoF.
CONIRACTOR'S CONSIRUCNON ACIIVMES
PERSOT{NEU
llAlOR EQUIPMENTT
ICTMTIES:
CHEI.I-NORIHERII'S Sm AGIMTIES Ful1-tirnc Obseryation, Testing and Inspection:
6:00 A.Il. concrete being placed for slab-on-grade, Level One, Line 30-33; Wa11s,
Stair No, 4, Wall, Stair No. 10; Density testing of backfill being placed at Wal1s,
north of Line C, Grid 35-39 and east of Grid 39; also at retaining wall, Stair No. 10;
Ileinforcing steel being placed for rvall scction F, Level T\.vo, Stair No. 10 and Thi,rd
Level lttal l s, Stair No . 12 .
COMMUNICATION CONTR^ TOR, ENGINEEII, AI]CFIIIECT,Les and Greg Schult z
S lab-on-gradeRemoval of soft materi.al from slab-on-grade at Line
area has high and low grades.
AO, Grid 33.
l.'lichae I llarber Archi.tccture ,COPIES Attn: lvlr. Scott Ward;611y lrltr rr.airr
PCL Constructton Sexvices, Attn: Nlr' Detrny
Armour: Andersott ti llast j.ngs;
tlRS Consrrltirnts, n ttrr: Mr . Tq.s !!q911-RElI)
B. Carr
OBS$ryER
S.L. Pawlak
APPRO/ED S/
Chen€Nonhern.htc.Co.:ruttt et*r-t rta 5.1-ara.
REPORT OF FIELD NUCLEAR DENSITY TESTING
A3^|t,nl|t'F0TIGID.]!q'r|Tr'Il':lrnE$ou'ttfl'w1AtNtr'<'tTE,Jrt9'!fITfDA!nrc(rIl}rxnAl|lcltlTltrqncl[rr1pDArnu!.rAru{mi^nn^'1gt 6: st1r9rr6, 11,16l 1rqr6 qt mFrCIt rf;1 OR nto rmdo qn n*i# J inilii,o -lUrorp 1atr x11]ItJl r1'7n9/A- S l'?UJ Yr'L 01 DIIIIOI-D Cr "Il lU;1no 11
corunD urllr onrl rDrr[ra,.rM r9'ltr.D lo !{ wEnr|(l
a i*,x a *FiF-l r-t .r ..'trd'.-
rdirr t d. clrtlo?A a/to
TO: TOWN Or VAIL JOB NO. 4 igB 90 DAIE 9-13-90
Att': Mr' stan Berrynatt DArLy REpoRT No. i3 sHEE-rZ oF875 South Frontage Road
Vai I C0 81657 tNVOtcE No.
l'RcJECf Acldi t i.on to Vai I 'l-r'anspor tirt ion Ccntcr, Vai .l , Coloraclo
SPECIRCAnOil COUPACTTON & MATERI L
MINIMUM REQUIRED IN_PLACE DENSTTT 95
CONSIRUCTION CONTRACIOR: BfiB Excavatinr TEST
DETERMINED trf:
LOCAT]ONS WERE
ASTIU D 1.557
SE ECTED BY:
S 1ah-on -Grade
l\talI Backfill
Ch en -Northern
6x
TYPE AJ.ID NUMBER OF EARTH MOVING UNffS I Front llnd Lgacler, 1 p-3TlllCKNESS OF UFTAs Recluired
TYPE AllD NUMBER OF COMI'ACTION UNITS 2 Dual Wheel ttollers, NUMBER OF P SSES
MEIHOD OF ADDING MOISTURE Natural 4 .IumDins Jacks _
*BSG=Below Subgrade
LOCAI'ION
DEPTI.I OR
ELEVATION
/trFr.T\
I-AAORATOFnT flELD
PE'ICE}JT OF
(R€l-ATrvt/l,uur{x)osr^ld
SOIL TY'I'E
ItJl
NO.MAXIMUM
DRY
DENSNY
(rrct)
OPTilMUM
MOISTURE
CONTENT(r)
DRT
DENSTTT(pa)
MOISTURE
CONTINT(x)
350
331
332
333
293 12" South of A @
1-0r East of D
36r South of A @
15r West of D
15r South of A @
8r West of D
4r North of C @ 34.5
3r North of 36
2ll
1l
221 BSG
BSG
BSG
22 ' BSG*
'rl I'JU
L36
136
136
136
136
0
0
0
0
0
5.9
5.9
5.9
5.9
4
2
J
6
0
L32
L32
1.3-2
L32
LJZ.
6.0
6.1
(,)
6.0
6.1
97
97
97
9t
97
Slight ly
Silty GraveL-
ly Sand
S1. Silty
Gravelly Sand
S1. Silty
Gravelly Sand
51. Silty
Gravelly Sand
51 . Silty
Gravclly Sanc
EI FULL TIME OBSEfiVAIION tr PNfi "IIME OBSEKVAT]ON
nrs rf,F(rT Farrxnt oPtrprrr ru'n{D t l FEll^J of. Orra Ol6tlw^r(r'|!l (r nll Pt A:FvfNt. wf llAvE nfltfll oll ntr (fillR"JuB I) Cs{rD{',{ lJ'PLrl$cl Tlf
11ra1r11196 c1.,"r411w ttrrrf 41ro u(Enpr m r1g. rrrnrro urr urrt .rrt, iin ixriinrin c i.n (tE iuter -t Pt iatrtas ltsu {nt ust t ntll otrY
As 61rrw9 xrcrsslrr ro cArrup qr o6l6wrs JUlrq1l{J.1. rtsr rx,e ini, ilii i;[ :til o^stt mn orrr{lotas otl rt,tlrlt -n l}rf rlu- vtrrl lrrtoFrc^lx'Il
fiE trctIAR Ds\ts(rIEIER UEn|oO OF TEsrrlrc w s Usu) tN surls[ NIUL /\CCOnO llcE Wnll AsIu D2992 AllD DJO17
PREUMIi|AFnT OBSER/AIIONS AltO/OR TESr RESULTS VERBALLY REPORTED TO: Les Wood w/u.R.s. consult.
--
PROGRESS REPOKT
Stair No. 10 aud
'Ihc above tests wcre Pcrforrned
new structurc, cxtctior lvaIls.
bacl:fi11 bci.ng placcri at vial ls,on
coprEs Ti;ll?""1i'!:l.t'ftlil:cturc'
Anderson fs llastings ; lih'. Gaty Ithrrrran;
PCL Constructi on,- Attn: l'{r. - Dcnny Arrnour:;
IJRS Consrrltants, Attn: Mr. Les $/oo(l;
ll. C_arr S.L. Pawlak
RELD OBSERYER APPROYED Ff
ChcndNorthcnr.lnc.Cc rthf t {ft-.r d J#l
REPORT OF FIELD NUCLEAR DENSITY TESTING
At a llmA ,ittrE n r! clrr|'l Df nfE rrE dFriwt at rtt nr rt L.Trm A! nf co-llqq[_trrtfr1Y r qt qr tl ,o{ nmltq ttn lll 6Ji'Elr
rrri (,. rrrnErrl ure.trr6 . 1;t rrJR 6lr rnrr oi ri.'r*. o-.r ru..i?t''l-rEniu nirir -cu rrtrrx"fu{- S lwJ rnl l( ut'itllo (t tfnt ltnlo 6
qrtt.rrlo ueltt (nrri ltt.r.Ilaj|ll ,rll ,oRrllt lu tl lllltq.
^
F.- , r'.lTiiii-ln ., .-D'r-
- " ..-.8. .rG
TO: TOWN OF VAIL
Attn: llT. Stan Berrynan
75 South Frontage BoadVail CO 81657
PRGJECT Adrli.tion to Vai 1 Transnortation
JOB NO. 4 59.8 90
DAILY REPORT NO.
IJVOTCE NO.
Vai'1, Cololadq _
DATE 9-13-90
73 SHEEr 3 0F
Center,
rEsr
NO.
*BSG=Below Subgrade
LOCATION
DEPfi O'I
ELEVATION
(rEEr)
LAAOMTOlW RELD
PERCOII OF(FE rrvE/t out r)
oot |rg)
SOIL TYPEMAXIMUM
DTff
DENSITY
(pcf)
OP'NMUM
MOISTURE
CONTENT(x)
Drff
DENSTTY
(pcr)
MOISTURE
CONIENT(x)
334
335
6r North of C @ 38
3r East of 39 0 A
20 ' IJSG*
1gr BSG
_156.0
136. 0
5.9
qo
132.8
132.1
6.4
6.2
97
o7
Slightly
Silty Gra-
velly Sand
Sl . Silty
Gravelly Sand
Mlchael Barber Architecturc.
COPIES Attn: I{r. Scott Ward;
Andcrson G tlastings; t''lr. Gary l'lurri an ;
PCL Construction, Attn: Mr. Denny Armour;
URS Consultants, Attn: Mr. Les Wood;nErh 3d6ilER ' APthbvd'E+"k
Che.ne3Northcrn,Inc O.nd}{ lt{rr-t -i 5.t-tr..
REPORT OF REINFORCING STEEL OBSERVATION
At A ||mr|t tittlclEl re qtxra nf |tJlt t {) oftrl$1 {l rtPgllt rur{ i.rl{l"nD Ar nf cottrtxtl.f Pm"tmt f (t,l d-t^ml ']o A'tlo&I rtt* ttl PU[n^-
'Ir, (r $Anrarall otr(iuj'rr|' qr fnt ctt rwrt (|r ito{tr|l qr rrrstrr-s mrr*.1 rD{D|€ (rr rnx rftrrnL $)tLcl xll n DEFqx-D or /arTIn lf5Tr€ 6
caralfnD ullllt olrtt In$r{lll}.rr r f ,a|lltr, ]o ll txrllr
^ tun-.. t-[U'E * { oanpcr
t<rnr rr. C{tltl ./to
TO:
TOI{N OF VAIL
Attn : lvlr. Stan Berrynran
75 South Frontage RoadVaiI C0 8L657
PROJECT Addition to Val 1 'l'ransport:rt.i orr Cclrter',
JoB NO. 4 3UB 90 DATE: 9-13-90
DAILY REPOKT No. 73 sHEFr 4 0F
INVOICE NO.
Viri l, Colorado
STRUCTURE Stair No. 4, Stair No. 12. core and trrat l s-
tloc llot{E.EVAIION
R&rFORC|!{C
cotruofiS
VEFNCA HOfirZOa{r L
Stair No. 4, Wal
Stair No. 4, Wal
Stair No. 1-2,
Core and Walls
Stair No. 12,
Core and Walls
Stiar No. 12,
Core and ltlal ls
Stair No. 12,
Core and Walls
Level 3
Leve 1 3-4
Level 3-4
Level 3-4
Level 3-4
ss #7 @ I;5:..
27 # . ?;10..
84 #s G i;5:r.
104 #s l;5:.
18 #4 @;2;o'c
36 n4 c6"?.F'
8 #4 @12r'0.C.
22 Rows #4
12rr O. C. B; F
48 #4 @1,2nO
Slab Dwls.
22 ilA @t?n0
1'>#4 eIz|t0
22 tt4 @6il O.F
zz r+ o9!! !:;c
l-1 #4 @12il0.C
Sect ion
Section F
1t #4 MK c 12'r 0.C
11 #4 MK G 12|| 0.C
Section F
LL ll4 L2f 0,C. H.r
West Side, Section
rltE
East Side, Section 1
11 #4 MK @ 12"0.C.C.B.
West Side, Section 4
I
sPEEurc TFils: SIEE- cR De 60 El pt,,rNs useO
RtrlSInCU$ CtE Nutei* Clean fl Sttop DR *rFGs usED
cu nrncE Axo colEn As Required El comnrron rumseo
sPuctt{c: $PEcrrcATptE As Required Q . ruu-aue oosEnl/ TloN
BAR srrpofiTs rypc 2!r chair El prrr-lur txlsEnvlnou
FI{EH INPIACE COSLPIA}ICE
U€T PR{}f,Cf UEf PR0IECI n^rrrmr{r ,gltll5g, RE_diirr€D
E(^YHE} RS-E(^TN@
Yes
-
PROGRESS REPORT
Michael Balber Architccture,
COPIES Attn: l"lr, Scott ltrard I Gar:y I{urrai n
PCL Construction Scrvices, Attn; [.'lr. Dcnny
Arnourl Anderson G llastings;
URS Consultants . Attll: lh'. Les ltlood;
B. Carr S.L. Pawlak
FIELD OgSER/ER APPROYED BY
Chen€Nortlu-n.lnc
e:,tt!| t dt-t -ra 5.lqu..r
REPORT OF REINFORCING STEEL OBSERVATION
At A llmr{ Tnntctllt tO Crttcl II |a|lE lltt qfrItrT!\ {l ilF0trTr ,,rt JrtrtrTD A' nf @t[XTl,( |ritfrTr (F (It CtD{tl. t}{) A'llUlI ID' roi P(fIICA-
rnr <r. :talrrrrrl rrrrcurrp.r on rxrirrcrt rrfl cr rto m.r crl nrcn-s -n:inno lt'oirc'qrr finntx ,r|tr rA- ! l4t-ft rrl E (I (!t t,trlr n:nr€ B
clr'rr|l! trltr! ollat ,.lrr{llxlr ^nf l4ilu, lo fi lfinl{r,
^ 'r'rr-.f t 0@*.. 6.'r?ar.
r.r tt!. cr{l lt r/to
TO: JOB NO. 4 39-B 90- DATE: 9-1j-90TOI1IN OI; VAIL
Attn: l"lr. Stan lleffynran DAILY REPORT NO. 73 SHEEI 5 0F g
75 South Frontase RoadVait C0 81657 llwolcE No.
PROTEGI Addition to Vail 'f ransporta.ti on Ccrrtcl . V:ri1, Colorado
STRUCTURE Stair No - I 2 ^ co re and lv:r r r .:
Lm lxtl EI\/ rloN
RA}|FORCI}IC
coul,|slls
v8nc^L HORTZO$rA
Stair No. 12,
Core and Wall s
Stair No. 12,
Core and Walls
Level 3-4
Level 5-4
@12|lO . C
(a6n o.c' B.F
44
ZB #,4 nf6l|0.c.o.F.
2 #4 @ t'"?:F
77 #4 @ 72rO.C 11 #4 MK @ 12rr0.c.c.R.
Sect ion
East Side, Section
spEctr|c^roras: SIEE- Cft De 60 E nl}ts USO
RonFrncr{, q.E^r|trD{€s* clean El srror Dn^$l{Gt us€D
cLfinAl{cE Ar{o @v& As Required El cornrmon pvrseo
spr,rclNc: sPEcEtc 'notrs: As Required fl , ruu.-lue oosE tt/ rloN
B R sJppo611! TypE 2" Chair El prrr-lur ossEff not't
FINFH tl{PtlCE Corlt.Pl^Ncf
Hoerr ffi,,ffi ffir,ffi-tq nArE
n*' tNru..y *rrarl-'- RE-oor,.D{@
DGI'III€D R€-DOTINtr)
Yes
PROCRESS REPORT
llichael Barb.er Ar:chitecturc,
COPIES Attn : NIr. Scott l{ard ; Gary tr,turrai n
PCL Construction Services, Atttr: ['lr. Denny
Armourl Anderson $ Ilastings;
URS Consultants. nttrr: Mr. Les hioorl :
B. Carr S.L. Pawlak
RET.O OBSEfiVER APPFOYED Bf
To: 1g1v11 or: vnIL JoB No.4 398 90 DAIE 9-Lg-90Attn: Mr. Stan llerrytnan75 South Frontage Road DAILY REPORT NO' 73 SHEET 6 0F 8
Vail CO 81657 rtg)lcE No.
lEqrECT Atl<liti on to Vai 1 'l'r.anspo:r-tr t i on CcnLcr., Vai l. Colorado.
Western SFErEAIpils: sLUllP An @ffIB{T 4sa-.8%$ffi lr,tobi1. U D. B 3-5OO No /\i r llSEllT TErIPEn^TURE R^flc€ 600 - 90o
lESrHL Tn c(
ML
IrcXET
M'.ltuE
EATCHE)
TIUE
ARNryED
Tlu€
s[rPL@
RE\,OlJfilOC{@u rEt
IEON
RfLorljnoa,l
CXX,,NTER
@uPtEnoN
clrHc Y^tr15
tlJ^D/
CrrUULAIIliE
HAIER
^DO@c Lt,/oas
I
2
4
q
6
.,
54
100
49
46
104
54
1.00
'r1A-7
2248
2249
2250
2251
2252
2253
5:48 AM
6:08 AM
6:29 AM
6:49 AM
7:08 AM
7 226 Nl
7:40 AM
6:01 AIvl
6:18 AM
6:37 AM
7:01 AM
7:20 lN
7:32 M
7:53 AM
6:28 AM
7:28 AM
As Req
As Req
As Req
As Req
As Rcq
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
I
16
40
48
56
or+
8
I
7
2
A
a
lEsrilI su,lP(or)
SET UHTTTSHI
(Pcf)
Yta.o
cofrrcftElE
TEIPE-Rnif,
co
ffn ft(s
5
4 L/4
4 s/4
r47 .0 70 4 cvlinders cast
PROGRESS REPOTT Sanple taken fron truck. Punp in use. Tine obscrved on all trucks.
nnpts= Michacl llarber Architecturc I
fuiderson {i llastings; Gary Murrain
PCL Constructiott Scrvlccs;
UllS Consultatrts;
B. Carr S.L. Pawlak
REI.D OBSERI/ER APPROVE) BT
ClrcnONorthern.lnc Cdfllthf t,nrrr ara s<rr,l|...
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
Ar A |.ttl!,|. tFrrErDl lo tttxlr, nf Frr ^r|
(UF7I\'! AI ttrtornr Ad :]ULnTn At nl C{tfrrfrr'[ -fR(tnTY Or dt d Irf* 'O ''^nTtE !lllID' tDi n'i tl'-
rul o' srarrrar.Tl (rrrourrrr (! rrrfFct:r rrrx o'r ieor.rrg q,r rtrlnrj-d-*-ii.'ir'rrjlip-on irrtrx rrvnorrt- sl|t(rJ ru sE 0ataD f ,\nrl rutt€ B
oqtt.IltD uriut d|ll n|f,fxll x[ ,!fID lo lElxr
^ 'nri-.. r[WX*]lrl rr ii+r-r-
7-tn 15 ccallaa a/to
TO: 1.g1y1i1 OI; VAI l,
AItll : Mt'. Stan l]c rryrnan
75 South Frontage Road
Vai I CO 81.657
PROTECT A(ldi t i on 1:o Vn i I 'l'rarrspotLl l- i on Cclt tct'.
JOB NO. 4 Jgs 90
DALY REPORT NO.
DATE 9-1:;-90
l]'lVolCE NO.
Va i. 1 . Co lor:ado ,
Western SFECTEATIoB& SUrUp An CONIE{I 4%-B9;
STPPLIER Mobile u0( r.D. I3 3500 No Air Arsotr TEupEnrTURE nrNce 600 - 90oF.
IET
t|(l.fnl Cl(MI no(Er
NO.
lIUE
0 Tcltg)
IIUE
Annnr'tl)
Tllr€
sA!PIID
Rf\'OtlfiPal
@UNftN
IEOIN
RE\OuJr(hl
@UXIER
couPt Ellofl
CUBC YIG
tolJJ/
C{'|UULAIIYE
w Tm ADo@
oAu-orls
I
9
10
ll
T2
15
14
49
4()
L19
54
100
49
1_19
2254
ZZJJ
2257
2258
2259
2260
zzl)z
7:55 AM
8:08 AII
8:23 AIr{
8:40 1$,1
8:55 AM
9;09 lW
9:26 AM
8;06 AM
B: 19 AIrl
B:31 AIr{
3:50 AIrl
9:05 AM
9:23 I'Ji
9:32 AM
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Beq
As 'Req
64
72
80
88
96
704
1,1,2
p
B
+
p
p
1
IESrUI sll,lP(ur)An
CT}TTEIT(n
}ET UNIT
IECHT
(Pcf)
YIE.O
coilcftEIE
TErtP€_
RATURI
co
mllrnxs
PROGRESS REPORT
Tirnc observed on al1 trucks.
CO'IES l'li chac I lJarbcr Alclritcctulc;
Andcrson {i Ilastings; Gar:y Nlurrain
PCL Construction Scrviccs;
URS Consultants;
B. Carr S.L. Pawlalr
RE.o OBSER/ER APPfiWED FY
ChenONorrhcrn.lnc.C..-drn &'th.-t !i s.tr,ar.(.
REPORT OF CONCRETE PLACEMENT OB5ERVATIONS
At a tl,'llrt liol'Ert'a trt qftflt llf, Fr[t tar o(!flvr\ At iffrrrt Am:In trD Ar lrf ootrra.]rTr^1. FfirrnTt or Gn ofHnl ^lo A'mrlll^tp. rDi nf, rA-
rxF. {r nr^1yy1xrl ocrq 1rrDrr t11 rtTfFcts r611a on ^(o1;1rre
q.r ml.qrfi-d"nr-r1al rrrcit q,a ifl ltx AttsovA- 3^rallt vrr. !( €rrcrD tr Arttl lfJtl{l |t
ooaunD u{rr qDrt ||rr{rafir *a ,oratt m H rErr{,
a .-t* r r'.[tt[rlr.. ., ...'r--.
t-!r L., Clal l{ +/t(t
TO: 'fglytrt OI; VnIl,
Attn: llr. Stan llc rrynran
75 South Frontage RoadVaiI C0 81657
PRGTECf Arftlitiorr to Vai. I 'l1r;rllsl)olt;r t ion Ccntcr',
JOB NO. 4 j98 90
DAILY REPOFTT NO.
ll.MOlCE NO.
V;ri l. Co I o:'atlo.
DATE 9-13-90
73 SHEET B OF
Western spErE^Tpte surup An @i{rElfi 4%-89a
$TPPLIER l"lobile Lxx l.D. B 3500 No Air asEfi IETPIIr^TURE Iu|lG€ C)0o - 90oF.
TESTtl(I rRuct(t{L
TclGT
M).
rlLr€
EATCHtD
.IIUE
ARnflE)
lfllr€s!Pt@
RA,O(IJTDII
@UNTGR
BEOH
Rf\,ouJllotl
@{jNTtn
coyPr-EIlor{
Srruc YAR6
t-o^D/
crrUUUtrv€
w lER rDO@
(uJ llsis
15
16
11
18
19
20
L74
49
104
AA
114
2263
2264
/.zoJ
2260
2271
2272
9:41 AM
9:55 AM
10:334M
11:09AM
72:,25PM
12 ; 4BPM
9:55 AIvl
10:07AM
10 ; 40AIl
11 ; 28AM
12:34PM
1;53 PNI
10:OSAIrt As Req
As Req
As Req
As ll,eq
As Req
As Req
As Req
As Beq
As .l{eq
As Req
As Req
As Req
r20
728
8
,16
)A
50
TET
HL
su[?(ur)AIR
@I{IE{I(r)
tfr uNrrfEcl|r
(Fcf)
na-D
coNcftr.IE
10rP€-
RATT'RE
co
ROTA&(S
15
'11
4 3/4
5 5.6
747 ,5
143. 5
74
74
4 cylinders cast
Air added to Mix B
25 minu.tes to move pump.
PROGRESS REPORT Sarnple taken from ttuck.
No. 15-17, Mix B, No Air.
l)unp in usc
No. 18.'20,Air added to ltlix A fol walI s.
r.norre l"l i chac I llatl-lc r Archi tcc Lulc ;
Autlcrsott C Ilastings; Galy l,'lurrain
PCL Construction Scrviccs;
URS Consultants;
B. Carr S.L. Pawlak
NELD OBSEM/ER
Chcn€Nonhcrn.luc.C.rrdtJq &ahd. $i S.L.rY,
REPORT OF CONCRETE PL,ACEMENT OBSERVATIONS
ArAl/lm|t|EtrcrD,.EcrD.tt.nfltfE|,..!dFlw\.|llifF'rn|^,tf:in4llt'Atn7@.otxtr.q--rrrr''|TYt(|'rofxl:t'AI'Aml).!l,rrD|fl'lFuir|..rr.
".,-
tratn.;tql o.rey'D; .'t rxrirrr! rf,.;a .rr .to dr,o 5rr azlpdi'd^irr,n{o nxrp-qn rtlllrx lftaor'a- S rt'l r'J Frl I 1( trt(rrD c' lnD -:uD€ .'
coaultD ttrljtr oDrt ,ti.,Ilr,|ll llr larllD 10 }l llnrt\
A 'r'.' d -Fliil-lr" .. ...''r-t
r_nr ,a.. c|alt.| a,/to
Clrcn€Northcrn.lnc.Co.rdlrnc t"^ol'|€. ond 5<l-,t 't
REPORT OF CONSTRUCTION ACTIVITIES
AS A |.,n|,frq[6!tt to cr rxTr, nf t'rFt E lr{) o{,trFtvtt, lrl rft\rtn {rf gnnrff) as nr mtrrDrtw- nr:trftft (r ql rt f}rri A'o fl'[oiz'ATDr irl nin4-
rfo.sr^nI'.rsco'clr,!rr'6.Erxr|4s'Fot|frFtfu'n.€rxrnntrurrs-mrr:nviortrnoroUR|fIrtIirrrolr.r,urrrlu[u6IrdDt.^|ltiTjlB
carai:rut uflllJ3 olrr-i fatua€lra,lrs rrt to{t-tl, lo ltl fnlt€
a 'rr.6.- .{ srfttttilr-r .. o,'!F.rr
fdri Bt, CrIlOtA aro
JOB No. 4 398 90 9619; 9-14-90TOr 'rgwN OF VAIL JOB No.
Attn: Mr. Stan llcrryman DAILY REPORT NO. 74 SHEE| 1 OF 6
7 5 Soutir l-rontage Road
Vail CO 31657 ltwolCE NO.
PRNECf Additj.on to Vai1 Transportation Cettter, Vail, Colorado
WE{THER CONDMONS AND ]EMPEMTURE CleaT, 4OO - 75O.F.
COI.ITRACTOR'S CONSTRUCNON ACIMTIES
PFXSONNA-:
LIAIOR EOUIPMENT:
AGTM1IES:
C}iE}.I-NORIHERN'S sm ACTMIES Ful1-tine 0bservation, Testing and InsPection:
6:00 A.tt'[. concrete being placed for topping, Level 2, Line A0-8, Grid 30-33.Z,ncw
structure, and lightweight being placed, Level 3 and 4 oyer metal dcck, existlng struc-
ture, Line A-A.5, Grid J.1-15; Reinforcing steel being placed for topping, Level 4-5,
Lines B-C, Grid 30-34; Density testing on backfill hcing placed for extcrior wal1s,
new structure, north of C Line, Grid 34-39.
VERBAL COMMUNICATION WMJ CONTMCTOR. INGINEER, ATCHNECT, OWNER
Itlichac I Ba r:bcr Architccturc,coPlEs Attn : Mr. Scott ward; ca ry l'lu lra i n
PCL Construction Services, Attn: Mr' Dcnny
Armour: Andcrson fi llasti ngs:
UltS Coisrrltants, n t.tn: l''lr " l,cs Wootl
Chcn€Nor{icnr.Inc'.Co.rdtj.{ t''*ff -r. S.J-r}t.'
REPORT OF FIELD NUCLEAR DENSITY TESTING
At A |lmxf pE'rtgnara nr l.l rrrl nr nnr; frtl orftfl wt, Al tr'rriFtrt |,rf s|^nnlD a! lrr cotrrfxrl L-Jfi''ntrY (r o{|t cr rx6' a0 lunclf,'^rDl |tr lrnr -
lxrr '- sr^rrrr xrl corcr lr'rrt qr ,-'nrcrt tirtt (tl ifcvrfr€ o, *,rfi' rs-if-r..ip fiilri-cn -rnniur ,vrrrovt 3ufL:l wfL If Dotrol{t q- lnn l6rr€ o
cttruto llrtt on |.dla,rtxl| |,lf lolIlD lo ol lt|r{r
^ dq'.- d n'. Gttf Is-r d cG.dl.-
rcrrt ||o. C{lCr ./lo
TO:TOIVN OI: VAI L
Attn: Mr. Stan Bcrrlrnan
75 South Frontacre RoadVail Co 81657 -
$qlEcr A(ldi.ti on to vai I Transportat-ion Ccntcr,
JOB NO. 4 :198 90
DAILY REPORT NO.
tfwotcE No.
Vai l, Co1 orado
DATE: 9-14-90
74 SHEET2 OF6
SPECtnCAnoH coupAcTtoN & I,|ATERIAL w, r .r
MINIMUM REQUIRED |N-PLACE DENSITT 95 I As DETERMINED ilf: ASTM D-1557 il.rf'r r
CONSIRUC'nON CoNTMCTOR: B&B Excavating TEST LOcAnoNs WERE SELECTED Erf: Chen-Northern
TY?E AI'ID NUMBER
TYPE AI'ID NUMEER
METHOO OF ADDING
OF EARTH MOVING UNTNJ
OF COMPACTION UNITS
M915;URE Natural
1 l.'ront Loader, 1 BobcatTlllCKNESS Oti UFTAs Required
Dual Wheel Roller, NUMBER OF PASSESAS Required
2 Jurnping Jacks
I
*BSG=Be1ow Subgrade
LOCATION
DEPTH OR
ELF/ANON
(FEEr)
IABOftATOFt"/FIELD
PERCENT OF(Rsrrrvt/
r/ xu{n)
o{tT tfD
sorl TtrPE
IBJI
NO.I/AXIMUMDff
DLNSTTY
(pcf)
OPTIMUM
MOISTURE
CONTENT
(%)
DRT
DENSTTY
(pct)
MOISTURE
CONTENT
36
37
38
59
4r Nortl.r of C @ 38.
4r East of 39 @ A2
36
3t
6l
North of c @
North of C @
17I BSG*
14I BSG
BSG
BS6
1qr
14l
0
0
0
0
136
136
136
L36
5.9
5.9
5.9
5.9
0
I
3
r32
1,32
L3?
r32
(n
A1
o-/
97
97
97
97
S t lght 1y
Silt-y Gra-
velly Sand
S1. Silty
Grave I l ySand
51 . Silty
Gravel lySand
Sl. Sil.ty
Grave l l ySand
E FTJLL TIME OBSEfWATION tr PART ]IME OI]SETWATION
lr|3 rFnoir pil;rxM|o ru'|!r fuln ! A R€slrLr of orn of3rnAtrr6 or nll n^alrrfHr. wf ll \c Fll lfD,oll Illr attnna;lpa m 6'fDn'c Anlxxo nf
ft@r.xoart cGa/rcrt{ ttntir Ar,ru rrErttrf m rrtr- trrnr€ rrr rttl r .rart d, "t in+t'rnrn * _"tn (t6"wfx'
-Gt
n ft$ lur$ A"r u!)t t D$ rnl orY
As x1r\,f9 ltcr5's 61 rc c.rrrn1rf qn q15l6!t1.3 Juuo(lnlo. trsr u.t,r rni iio -ii;- -il; orslt tgtl olfla.s oN wrlfllfn nlc tltr lrtrrs st'fctt E l)oa
rHE NrJCtr s DEl6{)rf,rfi uEnm of TEnNc wAs us[D tN suBsr^l{lul. rccofo llcE wnH ASIU D2992 AID DJO17
Les Wood
PREUMIMRY OBSERVATIONS N.ID/OR TEST RESULTS VERIIAIIY REPORTED TO: w/U.R.S. Consultanrs
PROGRFSS REPORT The abovc tests were pcrforme<i on thc backfill being placed at extcr-
ior walls of new structure.
Mi cltae 1 Barhcr Architccturc,LUrlLr Attl : Mr:, Scot t l{a rd;
Anderson fy llastings; I'lr. Gary ltlurriatt;
PCL Constlucti.otl ,--Attn: -lr'lr. - Dcnny Arnour:;
IIRS Consrrltnltts, ALtn: Mr. Lcs lloo(t:Hd-b KtFvER APr€d'k" Pat'r1ak
ChenSNorthcnr, Inc.
O.:4ha t *rr :rl s.r-'tjr..
REPORT OF REINFORCING STEEL OBSERVATION
tJ A ||rnr|t F€rTcrrra ro c! rxn, l'f nrE
^|O
(|rtnwl al trp('m |^( :lrrfrrTD
^r
nr colTlx|rr( Ifilttw (r u.l d.I].rr' ,ro A,tnsl TDl t(l Plt(rc^-
noar c $Anr||atl rrr(: l|!'(r{t oa rfr?cr3 rirlr on |fo tr5 (tr FI-F(rnr B |tt:Irniilt Pflf)tB q.|l riftlfx lfn/a- grp(6 rtl E rFu[-o or lttt unE 6
oortIrl.D r.rl.l.1{t olrri rffranr){l! r f ,€ntt ro H rl{tr{l
^
l'l-rits .. h l_!]!tu r.r d -,''{-
IFtn rr,'. C|{ltt^ r/qt
TO:
TOWN OF VAIL JOB NO. 4 39-8 90 DATEr 9-14-90
Attn: Nlr. Stan Bcrryrnan OAILY Repoffi NO. 74 sHEE-f 3 oF 675 South Frontage Road
Vai 1 CO 81657 ll.lvotcE No.
PROJECT Addition to Vail 'l'rarrspoltirt j on Cer)tcr. Vai1, Colorado
STRUCn,RE Deck
LtrAIXH a.Ev lloN
nEl{FoRcurc
couuo{Ts
\anc L HmEOa{nL
Line B-C/30-34 Level 4-5 262 Bows 44 @
l2rrTop€ Botton
83 Rows #4 0
8lr Bottom
56 Rows #4 @
l2rrTop
85 #5 G8rO.C.
Lap w/fr4
83 #5 G B'ro.C.
Lap w/#4
3/4'rSlab Bols-
ter @56rrO.C.
l/4r' Wire G
36il O.C.
North tr: South
East to West
East
West
to l{est
East End
End
SPECUTCAIO$|SI SrEE CR De 60 E n]^}|s rrseo
ftDmnqNo ctEAltt.0rEsr* clcan El snor DRA$t{cs us€D
ctE R^llcE |l{D co/Ee As Requirecl B comn rgon eovrseo
spuctHc: spEclrtc Tnts,3 As Rcquired fl , ruu-lue oosuil/ArloN
a R srPPoRTs: TypE .El p^,n-lue oosffiltAnoN
n rsH llPtfcE @lllPl llCE
Hoc r H",ffi ffi,,ffi,R -, !4IE..-.-
wlrftr rNlrur.rY RE-Dcclllf'€D '
p(ArtrlED RE-OC t|fiD
PROGRESS REPORT AII bar cpoxy coated.
Michacl Barber Architecture,
COPIES Attn: Iq1'. Scott lrr:rr.tl I Gary 1lurlain
PCL Constr:uction Serviccs, Attn; ftlr. t)enny
Arnourl Anderson 6 llastirrgs;
UllS Consultnnts. nttn: Mr. l,es ltrootl:
B. Carr S.L. Pawlak
RETD OBSER/EfI APPRO/ED FT
To: '1g1,1p 0rr VAIL JoB No. 4 JgB 90 DATE 9-14-90Attn: Mr. Stan Bcrryrnan75 South Frontage ttbad DAILY REPORT NO. 74 SHEEf 4 0F 6
Vail C0 81657 tm/orcE No.
e8qrEgf Atltli t ion to V:ri I 'l'r'arr spolt at: i on Ccntcr'. V;r.i. l. Color';rrlo.
lrl|esternsffi M.,l-, i I e
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o
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54
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46
104
44
2277
2278
2279
2280
2287'
2282
5:58 AIvI
6:05 AM
6:20 AM
6;42 AM
6:57 AM
7:14 AM
7:28 AM
6;03 r\Il
6:20 AM
6;45 AM
7:0f AM
7:72 M
7;29 M
7t43 M
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24
40
48
56
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4
72
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p
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sll[?([t)An@rftilI(r)
t€r uNrr
f,Eol{I
(Pcr)
ra.o @ cf,flE
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R^TTJRI
c4
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4 7/2 6.2 L39.5 4 cylinders cast
PROGRESS RFPoKf Sanple taken from truck. Pump in use. Time observcd on all truck-s.
r^.Drtrq Miclracl lJarbcr Archltccturc I
Alidcrsotr li llastings; Cary lrlurrlril
PCL Const, uctiott Scrvices;
Ul{S Consultants;
B. Carr S.L. Pawlak
RELD OSSEMTER APPRCAIEO F/
Clrcn€Northern.lnc Corrd.tr &'!L-. c'i 3..,.{r
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
AtArrnuttFI"CtDrtO.tfxTl,ft;RfE{rt(xltlfl\ti.AltrftYtYr!,lrftitltlttAttrC0t1{tO!!rf.'rtfd'q'!qI]'IS!AOrrrtnrTrltDtrnPtrit-EA_rE.. q' Jr^wraxrr, c(rErrrr.r (r trti.cni /|(r, o,| mo^|{).€ o(r nflrcrn-n'-rrr-ni.o rrxrp tl.lR tflrrtx ft'nor'a- 3Arrr.tJ llt E lxrqrD 0' Anrr lrJ7l{l G
ooarllllD urarJt qD{|t aturtrar{n ta[ ,qrtt lo H tn|rr.o,
A 'n-nr- .. *@ll.r r...r,ntrr..
trrr ti cLll{ a,/t(t
TO: 19't^ OI; VAI LAttn: lvlr, Stan Bc rrynan
75 South Frontage Road
Vai I C0 8L657
?RGrECf A(l(liti on to V il 'l'rarr sPor.ta t i on Ccrrl:cr.,
JOB NO. 4 39U 90
DAILY REPORT NO,
il'{volcE No.
V:ri. l. Cololado.
DATE 9-11-90
74 SHEFT 5 OF
West ern$ffi l,lobile
sPsFlcATp}lI qr I rllP
ID( LD. C 4500
3rr_ 5r I
^n
coi{IErI 7e; Avg.
ATAE{T "IEIP€N^IURE R^}lcE 600 - gooF.
TEST
NO.
lnuo(
r{L
Ic'€r
M).
Itu€
EATCfiE)
TIUE
AltRtvE)
llu€
s lIP|.g)
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lrBIN
RF,\'oUJ]ION
CO{JMTER
couPrJtnoN
CUIrc Y &)S
t_Dlo/
c,t uutA'Ih/E
AATER ADO@
o^llotrs
B
I
l0
54
119
114
2285
2286
2287
7;45 Alvl
B:00 AM
8:14 AM
7:54 AM
8:15 AM
8:25 AM
As Req
As Req
As Req
As
As
Aa
Beq
Req
Req
64
12
80
8
8
6
IEST
}{L sr,Dl?(tr)ln
CO}{lBfi(r)
TET UNTT
I'EOHI
(Pcr)
YIE.O -{\,a*ta.lr)IPE-
RAruRtr
cr)
RET'AE(S
PRoGRESS REPoRT Tine observed on a1 1 trucks. Down time due ta -fitting breaking
on punp hose: 25 minutcs.
r.^ortre Michacl l!;rrbcr ArclritccLr.tt'c;
Anrlcrson G llastings; Cary l.lurrain
PCL Construction Scrviccs;
URS Consultants;
B. Carr S.L. Parvlak
RE.D OT}SER/ER APPROVED FT
ChendNorthcrn.lnc C.n dt}{ t.'gh.fi st Jd-t.'L
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
i A || fr|t tptrcrp. E qtxTl rl turE Ar.' G!?rwr( Al ialrrrlt ^rlf ![F.mD ar nr c!.tr,r-Lrw PfftnTY cr c|'| ct IXrl llo fnftl tD| /rf Ft|rl'|cl-'
no. o. raln.xrt qrrlrrx*r c rxti.cnr rnG. rrt rtornr€ ql mrrxri-d-tr-inrn rtxip oJr rgllrlt l,T*(lvA- s^lttl rt ru E ocFcittD c' rrrl rrJlr€ $
(j(lrttfflr tt ll:E qt|l l itf,ll,|tt xa ,ontD ID x ||ttt{r
^
.r!-'rr d -.0liill n t .( ...rr--
rrrr ).- Ct{l l.aa a,/ao
ClrcndNorthern.lnc CdFjil" tngrFrt 6,t WtL
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
At A rlmt|t tDt?Glu|t It ctrHt!. ll[ FRE fa, crllqtl't Al |rF('r|:r Ant tFrrrrD at na ootIrcxTt t,l.FattlrY tr G'l dlxnt lro amrnn' rE l 't'i n'!oc^-
rxlrr or lnarrrrxll cr€lr[rr, (rr rxri.clr r'r"r.,t ntorerr€ qrr asuE'n-iitinio rrriflc -*n irlF|rlrH,urxtxe- !tlr'{tl vrl" ]f ocFclt o or,\rtti rf'I}€ 6
cstaullD ut.ltt qDlt rG,.trrx[ rf, ,sralD ]r, ll tnnD{l
A't n - d r.0ttX llrl d...rr-i-
t-rri )ar CII'I I at i,AO
TO: 1gggry Ol; Vn I l,
n ttn : l.l r' . Stan llc rry ln
75 South Frontase li.oad
Vail CO 81657
PRorrEgf A(l(l i t-i olr to V;ri I 'l'r.:rr sno.r.t;r t: i.orr
JOB NO. 4 j9g 90
DAJLY REPOKT NO.
r.r\tolcE No.
V;r i. l . Color:arlo.
DATE 9-14-90
74 sHEEr 6 0F
Ccn t-c r-
Wes t ern
srrPPUA Mobile
sPErE^ltolr* s[rruP
llD( LD. D 3500
3'r -5tl An @tfianr 790-3L,
AISE}IT TETPIRAIUNE 600 - gooF.RA}ICE
TESTu).InucrMI IIC'€T
Ml.
ru€
|l^rcl|tD
Tlu€
ARnryU)
Tlu{
s,AllPtfn
RA,O(lfiFt{
@UNIER
ITOW
RE\OUmO$|
COUI{'E I
couPr.ElloN
gugc Y rctaro/
CUMUTAIIVE
tYAlrR ADOS)qILOlrs
11
L2
13
74
IJ
16
49
704
l14
t17
104
t1,7
2294
2296
?297
2300
2301
2302
10:45AIU
-1-1 ;004M
11:30ANl
12:31PM
1:19 PM
2:32 PM
11;02AM
1.1 : l5AM
11: 55,rN
12 : 39Pl',|
1;46 PIrl
2:47 PIt
L1;30Al,l As Req
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(Pcf)
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R,TURE
co
R[}|^RI(S
11 s r/2 5.5 1. L5.4 12 4 cylinders cast
PROGRESS REPORT szrmple takcn from truck. Ti.me obseryed on all trucks. Pump used on
Level. Three.
.\,titr.. Mi chac I llartrc r Archi tcctule II r rFtr _-r Alidcrson {i llastings i Gary Murrlin
ICL Constructiort Serviccs;
UllS Consultants;
B. Carr S.L. Pawlak
RN"O OASETVER APPROGD Sf
ChcndNortlrcrrr.Inc.Cod.ulJrE Ltglr|*. o.'{ ScL it
REPORT OF CONSTRUCTION ACTIVITIES
ffiB|lp|,o.x,!!{ll't^|rt!r!!!r't'9t!rrIDAtIrc!r'rrrlut-.''|i''f,tY('ol'loIxrsr^}€runfnz^lDr^Fitllll^-rrt{ ar t'^tl'Jari ao.qlt'.ttrt oF r\rttA:rt r Fgal (x Firwlltrlo aln mxxtn- n-ilinn u 'ninxr*l-orn rrtrt ru f^' irno rtttt' lf Dc''oU ol' ^l nJl}o 6
c!.r'tfru, uf{r-ss orl.n,nFAr€tLxls Af|f loellD lo lx unllxl
^ n-.* .t $.[tlllile-. .( 66td!r-
rdtir Bo. cr{!O2A 'lltl,
To: 'folllN oF vAI L
Attn : lr'lr. Stan llcrryman
75- Solrth t'ront.age Road
Vai I CO 81657
PRG,ECT Acltli ti ort to Vail 'Iratr sportat ion
JOB No. 4 398 90
OAILY REPOKT NO.
lNvotcE No.
Vai 1., Colorado
DATE: 9-15-90
15 SHEEr L 0F
Ccntcl',
WEAIHER CONDMONS AND TEMPEMTURE 4oo - 75oF.
CONIRA TOR'S CONSTRUCT]ON ACIMTIES
PERSOI{NEI-:
TIUOR EQUIPMENT3
ICIMTIES:
CHEN-NORTIIERN'S Sm ACTMIES Full-.time obseryation, 'l'esting and Inspection:
6:00 A.M. Concrete being placed for dcck topping, Level 3, Line AO-8, Crid 30-33
ant core walls, Staj.r No. 12, Footing, Stair No. 10, Footing, Stair No. 11; Deck patch
ing, Level 4, Linc 19-25.5 at 3t South of l! Line; Density testing of backfill being
placed at exterior wall, south of A Line and backfill. at Stair No. 4.
VERBAL COMMUNTCATION WTTH CONTRA TOR, ENGINEER. AJTCHIECT. OWNER
Michacl Barbcr Archit cctulc 'COPIES Attl: NIr. Scott lllar<l; [1py lrlur.rai.rr
l)Cl, Construction Scrviccs, Attn: Mr. Dctlny
Armour: Altdcrson fi Ilastings I
lllts Consrr'l 1 ant s, Attn: Illl'" l,cs Wootl
I B. Carr . S.L. Pawlak
i no-o oasERvtR APPRwED s/
Clrcn€Northern.htc.Co.:rur{ [,}*r.-. {i S.,-.r't
REPORT OF FIELD NUCLEAR DENSITY TESTING
as a tt tll/r( pi'IfglDr w cl rxTl nl: ar'|tE ^lo
(x'rlft \,r1 All FtrtrTr Alt srirnfD a|l llli Gt{.l)[xn t_f't(FfilY or t crrfxTl. l}0 anrfr lDr ml nlllf-
ltott or srltrlr xrs, crr.cltrrrlf.ll (n pA;lr .Rrr, (ft Rtq{r.€ qn nrqns-a inser*o nrcito d-R rEtlttt lr'fRo/a- saraLrJ wu E D':lfut oF a:Irl IEirNc 6
co-rrnD ul.l.i ollrt ,alrrqtlxrr rrrf tsllMo rf.r fflr o.
^
.''nr- .. *@* d..'?..,.-
r.rh t5. c|flot^ ./aO
To: TohrN oF vAI L
Attn: Itlr. Stan Bcrrynan
75 South Frontaqe RoadVai1 CO 81657
PRqiEcT Addition to Vai I 'l'-rln s por-ta t.i on Center,
JOB NO. 4 398 90
DAILY REPORT NO.
INVOICE NO.
Vai t , Color:rclo
DATE: 9-15-90
75 SHEFT 2 OF
sPECtncATIOt{ CoupAfio}t & MATER|iAL
MINIMUM REQUIREO IN-PLACE DENSTFY 95 I AS DEIERMTNED Bf: 1^-' lttall\)lill u -r55 / Backfill
CONSIRUCTION CONTMCTOR: B$B Excavating TEST LOCAIIONS WERE SFI FCTED Ff: Chen-Northern
Junping
Jacks
TYPE AND NUMBER
TYPE AI.ID NUMEER
METHOO OF ADDING
OF E}IITH MOVING UNTTS
OF COMPACTION UNIIS .1
MOISTURE
THICKNESS OF UFT As Required
NUMBER OF PASSES As Required
I D-3
Shcepsfoot,z
*BSG=Below SuLrgrade
LOCATION
DEPTH OR
ILWATION
(rEtrr)
l-r\ttOFJ\TOFnf FIET.D
PFXCO{r OF(Rnrrt\E/
r/ xt!{tt)onl^ld
SOIL TYPE
I tJl
NO.l,lu(IMUM
DRT
DENSITT
(pcf)
OPnMUM
MOISTURE
CONlENT(x)
DRY
DENSMY
(pct)
MOISTURE
CONTENT
(x)
34
34
34
0
343
344
1
2
6t South of A0 G 32
4t South of A0 @32.5
5r South of A0 @30..5
5r South of A0 @ 31
3r South of A0 @32.5
BSG
BSG
22 ' BSG*
201
l.g t
161
J4l
BSG
BSG
0
0
0
0
0
136
136
136
136
J,36
5.9
5.9
5.9
q.o
L30.0
159 .9
1'3?.1
732.4
1.32.2
6"3
(- ')
6.3
6.0
6.1
95
96
97
97
Slightly
Silt). Gra-
vel1). Sand
Sl. Silty
Gravelly Sand
S1. Silty
Gravelly Sand
51. Silty
Gravelly Sand
51 . 5i1ty
Gravelly Sand
E ruLL TIME OBSEFUATION D P^}{T ]IME OBSEFVAT]ON
nG i:I'orti pif]rxl! (pltu{t trr4D Al A nE:qnt of orn (x|9try rrry! rr F t pt A:rrrrtlT. rt tq!tr t|fr ttD oll |r cttr&rcT(n lD CO'fTDlu( lF txr|(r nq
Ffcr..r4}|un GllFfcrtw ftatFl A'|o t (Eiltfrf T.t rrt.l t,|rnr|q nt!u,J wlrll 0art dh{Mn 6 [tr dE nvr€ (FfMlnls. rF-srs lrf ruo( t nt: nl orrY
Ar EL[W! tra:srr ro c.rmrrf qn o(aJ{vtn:t JUr)otHIr. rtsr uArA Arv_ }t[ [ nt 0.s5 ntr 0ftrptts q{ lv}lLllrJl ItlE tlu. ![-E rtorEAIraG
THE NTJG|.E R DEl60l|E'tER ttHltOO OF TEsnNc W S Usl-D tN 5UB5IA{n L lc@fto l|cE tYIrH l\.5lu 029s2
^llo
DJolT
pRzuMtMry oBsEF/AtloNs arD/oR TEsr REsuLTs vERtrALLy REroRIED Tc Les woodr: w/U.R.S. Consul tancs
pRO6RESS REpORT The above tests were perforrned on the hackfill being placed for
exterior walls south of A0 Line, new structure and Stai.r No. 4.
coprEs xt;ll?"'"11'B:i.t'ft:il:ctu,'c,
Anderson 6 llastings; !'lr. Gary Murrian;
PCL Construction. Attn: lth'. Dcnny {ntrou r';
IIRS Con srrl tants . At tll : lnlr . Lcs ltlood :
B. Carr S.L, Pawlak
FIEU) OBSEIil/ER APPROYED BT
. Clrcn€Noflhern.lnc C..rdtL{ f.r*r-r -|a ldoLr
REPORT OF FIELD NUCLEAR DENSITY TESTING
ls A |{rnr|t tmrrDt to artxtr Dt ttnE xo dJRtrrft a[ |ftirm ,Ji lrrHnrD At nf Qqflr'Ill,t |tr*Ttr 0f dt Ctrlrl "" 'l'l]l|rc lE{ rci nt'ElF
r.'. (,. !r^[urr.ra urrup. o( rrrp€tr rrrrr 1'r n or..rl q,n r,rnrrii n*r,-iiiid'kiirrn -q,n rrrltx rltirii'ru f,^lfuJ rltt r( tHrll (t rmr lt:nl{ 6
q.rrtrru urlltl olrlt ,tr^r|,tLjlll lJt' lortllD lo x l|'lttl
^ 'ti.'t ., *lTttrt-|t ." , rnrrr-
- ,, -'-.a. . t-\
TO: TOWN OF VAIL
Attn: Mr. Stan Berryman
75 South Frontage RoadVail CO 816s7
PRGTECT Additlon to Vai I Transportati'on Center,
JOB NO. 4 398 90
DAILY REPORT NO.
[worcE No.
Vai1, Colorado
0ATE 9-15-90
75 SHEET 3 OF
*BSG=Below Subgrade
LOCANON
DEPfi OR
ELEVAI]ON
(FEEr)
IAAORATORY REII)
PEFCO{r Of(ng' nlEl/
lit^Fllt,|r)o|lrlllE)
sotL Tr"EII^)(IMUM
DTff
oEltstrY
(pcf)
OPTlMUM
MOISTURE
CONTENT(x)
DFT
DENSTTY
(pcr)
MOI TURE
CONTENT(r)
IEST
NO.
34s
346
347
4' North of C @11.5
6r North of C G L2
3r North of C @11"2
6l
AI
2l
BSG*
BSG
BSG
736
-136
136
0
0
0
5"9
5.9
5.9
L32
1,32
t-32
3
J
1
6.8
6.7
6.5
97
91
97
Slight 1y
Si.lty Gra-
velly Sand
S1. Sjrty
GravellySand
S1. Silty
GravellySand
Mlchael Barlrer Architecture,
COPIES Attn: Mr. Scott Ward;
Anderson & tlastings; ltlr. Gary ltlurrian;
PCL Construction, Attn: Mr. Denny Armour;
URS Consultants, Attn! Mr. Les Wood;nfib tHEruER APPfit'fiEDWl"k
CtrenONonhem.Inc.CqFlltt E {t*i dtt s.r-aL,L
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
Ar A taru& ?i'lrctrr D (lr l rl ttf E Alo c,rlllt"l Al trft(,wt rrtf :'(F rrrD At rt: oc.nlt{l!--tF YrrY (r (|F cl r}trl |ro amr'rlllrp{ tt)i Ft'il'ra-
rp. tr 'r l'rrat tr, (tr.cltrlni @t lxTircls r|r(tr (! ito!5rr€ Crrr rr.mf'd^irr-intO rririrj -Of mttlfX ,trrgrX,tt- :'"^l''ltj rrDE 0'fCrD of lrrtl lulllt 6
ca.rr.rltD uattr qDrt ,raaf,lrlr|Il n ,gltD ln '| r'l t
A mnt- , -@- .r...rr--.
?F 1|. CLt laa /ro
TO: 19pn Or: VAIL JOB NO.4 39s 90. DATE 9-15-90
Attn : Mr. Stan llc r-ryrnan
75 South Fxonrage Road DATLY REPORT NO' 75 SHEEr 4 OF 6
Vail CO 81657 tN\rctcE No.
qlqJECf Arltti t i on to Vai 1 'l'r:rrr spolt:rt i.orr Ccrr tcr', V:ri I . Colorarlo.
SPECFPATPI.EI 3' I IIIP
uu t.o. C 4500
An coi.r*T 7% Avg.
AIIflO{T TUIPER^TURE 600 - gooF.
}llest ern
slrPHJn Mobile
3|l_5
RA}ICE
lEr
t{r.ilrrct(l{I o(Er
M'.1l|r€
EATCHg)
IIUE
lfinryE)
1l!€
s r,rPtED
RA,r9ufina
cnr.rMIIR
rEottl
rlf\o{-l,l10*.1
C(X'NTER
COUPLEIPN
CUOC YAEta D/
clruur.AIlvE
WAIER ADO€D
oAr,j,r|s
I
.,
3
4
5
6
7
54
44
7t4
119
46
54
44
2309
2370
ZJ I,I
2372
2313'
2374
231-5
5:41 AM
6:0f AM
6:.19 AM
6:34 AM
6:50 Alvl
7:04 AM
7;18 AM
6:00 AI\4
6:i.8 AM
6;32 AM
6:45 AM
7:04 AM
7:L8 AM
.7: 30 AM
6.1O AM
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L6
24
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56
5
B
6
6
B
4+2
rEsrt{t su,|?(ltt)TET UNTI
Y'EA[ft
(Pcf)
YlE.t)
CONCNETE
TB'PE-
RAruRf
cn
REIUN(S
2 4 1./2 6.0 r40"0 70.4 cylinders cast
", Drsr l"li chac I lJarbc r Archi tcc turc I
Alrtlcrson fi llastings; Gary lr{umain
PCL Constructiolt Scrviccs;
UllS Consultants;
B. Carr S.L.Pawlak
FIELD O8SEft1/ER FY
C'licnQNorthern.Inc Cd!{,r{ &rf hf,t tla SdHr
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
A! A llrnt a ,ErtErEl tO c(rx[, I|t tlrt rrt U.t?t!rt' Al rtFrrrr| eJlt lrtf'In Ar n( cttq"{T]rt ra<llrTY Or (|rt CI fXtlr
^rO
Amn'dllu{ toi |tlt-lCA-
rD. o. sr rrrr.rl orr.q rrrrr, (! rxrt.cni airr. dl ifor..r€ qr rurifrtd^ir,r-imio -lrrri€-an tT'trft{ tffto/a-- s rt{rt rrL r D('trD c nrr l5l}r' It
coaturD uarta gnll ,|t mxll ,f, l4itrt llt ,{ lRlrir
a 'rrrt- d r'.fFtfi-lr-t , .-ir--
7.r L- OIll.. a,r'ao
T0: lgyt 0t; VAIL JOB NO.4 39s 90 DATE 9-tS.90
Attrr : Mr. Stan Bcrryn:rn
75 south Frontaqe Road DALY REPORT NO. 75 SHEEr 5 OF 6
Vail C0 8L657 tl{vorcE NO.
PROTECf Adtli t i on to Vni 1. 'l'Ta n st)or.t it t i orr Ccntcr'. Vai 1 . Col otaclo.
Westernslm l,robile
sPsrEAIOlr3l $.rr!p
I0( tD. C 4500
3|l_5rr An cor{rE{r 7% Avg.
AAC T TA|PERAIURE RA}IG€600 - gooF.
IEST
M'.TIlrCt(}{I rrcxEr
|rr.
l€
BAICHII)
IIUE
ARflTED
1|U€
SA!PLEO
RA,OU'TEN
@UNTENrforr
REVOU,IXICI
COUNTIR
@uPLEIlot{
;UIIC YAM
t-04D/
CT,UUTAIIVE
l{Arm A)o€D
EAU.ot|s
8
9
t0
11
L2
13
74
1,1,4
119
4()
54
AAtl
774
119*
2376
2317
2318
2379
2320
2327
2322
7:38 AM
7:54 AIvl
B:09 AM
B:28 AIrl
8;40 AM
B:53 AM
9:02 AM
7;50 Alt4
8:05 AIvl
B:23 AI\,I
B:40 Alvj
B;55 Al'l
9:.00 AI\4
9:-18 AItl
As Req.
As Req.
As Req.
As Rcq"
As Req"
As Req.
As Req.
As Req
As Req
As Req
As Req
As Req
As Req
As Req
64
72
BO
88
96
704
71,2
.10
B
6
fr
6
-+
0
TETm sll[?(tl.)WET UNTrffHT
(Pcr)
IA.D
coNcnEIE
TEIPE-
RATt'Rf
co
Rfll ro{s
72
1,4
* Concrete used for curb on Level .4 at
B Line, Grid 10-13
PROCRESS REPOTT
Tine observed on all trucks.
r:.tDtFq l'li chac I lJarbcr Archi tecturc I
Andcrson g llastings; Gary Murrain
PCL Construction Scrvices;
URS Consultants;
B" Carr S.L" Pawlak
FIBD OBSESWER APPROVED BT
Chcn€Northern.Inc.C..rdi,rn enih.-. di sd-lH.
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
TO: '1gp11 Ol: VAIL
Attn: Mr. Stan llcrryman
75 South Frontage Road' Vail CO 81657
PROIECT Adtlition to vai.1 .l.r.arr spor.t irt i on
JOB NO. 4 398 90
DAJLY REPORT NO.
INVOICE NO.
V:r i. 1 , Co l o::aclo .
DATE: 9-15-90
75 SHEE; 6 0F
Ccrl tcr' ,
I{estern sPsrpAilfi* SuruP 3'|_ 5''
3000
AtR cot{IEilI 49o-B9o
AIISE{T TEIP€R^IURElrlohi le lrD( l.o. Mix A nlqce 6o0 - gooF.
TET
r{).rRUCt(
ML
Irc(ET
br|.
T|U€
8 rcflE lluE
ARNryED
'nr.€
s ltPLtD
RE\,O(lrIFal
@TJNTEXEOt{
RE\DrXnOil
@IJN'ER
oouPtEllotl
CUIrc YAM
r.oAD/
CI,IIUIAIIYE
'tt rB rtr@
o uo$s
t5
16
tt
1g*
19*
46
44
L74
46
119
2323
2324
2325
2326
2327
9:54 AM
10:34AIvl
10:53AM
l1; lrnu
11":32AlI
10: LLAM
10:50AM
11 :054M
L1:25AM
L1:40AM
10:25AM As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
8
16
24
32
55
l)
5
0
TETHI su[?(sr)Wff UMTwmlfi
(Pcf)
YITID
@rrcnf,IE
TA|P€-
R^IT'RE
cr)
Rfil^ro(s
15
1B*
19*
3 L/4 6.8 139"4 72 4 cylinders cast
Balance of concrete used for footing
Stair No. 10
Concrete 11sed for footing, Stair No. 11
PROGRESS REFORT Sarnple taken fron truck. Pump in use. Time observcd on all trucks.
r^nDr!.\e Mi chac I llarbc r n rclti tcc Lurc ;
Andcrson G llasrings; 6aty l'lultairr
PCL Constructiotr Scrviccs;
URS Consultatrts;
B. Carr S.t, Pawlak
RAD OEERYER APPRSVED SY
lt A |.|r |( ?E|yrtcr!|r E ctt]ff!, rf nrlE Ann Grlrrvrt Al |rFo.lts rnf Jfrrrn A! nt c(,rrI]lur mrtrY or cr!- qr!I.r po a'nmntr^1Dl mk Fn,r^-
lE{ '' 3|^rrtl.t rl o(r(ltrlri (! rlTrlc'r]| rrtr q ruo.iijq-oii- litlwrrs-o arrnnn rrro€ ri,l mlrtll Aftn(tA- 3 rfirt vrl' D€ Da9t'qrD cr I]Il lttJlE It
oorFtr|lD ua.flr olltt ,|F,lraxtl , a Natt n n t[lrfit
A "rr.- r r'.l'[ttl-lr-r '{ .,-rr'..
rri t\ Clatlaa .rO
t
Vail Valley Medical Center
181 West Meadow Drive
Vail, Colorado 81657
303-476-2451
Vail. C0 81657
WE ARE SENDING YOU R Attach€d
tr Shop drawings tr
tr Copy of letter n
E Under separate cover via
Prints
Change order
Buj ldinq Department
tr Plans tr Samples
the following it€ms:
! Spocifications
fl( TeSt resul ts
LETT"ER @F TRANSNfl OTTTAL
Ff[n 1. ' 1 rii1l
tr
n
fl
Resubmit-copies for approval
Submit
-copies
for distribution
Return-correctcd prints
19- I PRINTS RETURNED AFTER LOAN TO US
K)
tr
u
q
n
tr
JQI tao.8 Januarv 1991
AIIENTIOiI
Dan Stanek
Pa rk i nrot6trrr rni:r rn'.Lvu ,.r4,\rl V l99f
i 1- 14-90 Chen Northern, Inc. - Concrete test results, 28 day strength
11- 21- 90 ll ll I I I|| ||| tl
||||||||t||| ||tl
||t|||||tt||||tttl
12-8-90 ll||nltlt |ltl
||ttU||||t||| tl
12-12-90 ll || ||t| t|||ll
rH ese 1 r n I ?*flr-$iflr #e J 4-J Zn-SQ J' o"'o*1'
For approval
For your use
As requested
For review and commcnt
FOR EIDS DUE
!
D
x
tr
Approved
Approved
Retu rned
tl
as submitted
as noted
for corrections
REMARKS
ll cncloauaaa aaa rol a! aotad, kindly notitt/ rra rt onca.
^ Cltcnr}Nortlict'tt.Lrc ' dF,,fhtr lrtl'|-,. .r,r !-.t-trt.t.
REpoRT or cdt'icnctu rrsr cyLtNDER DATA
,'t:J[n||ll|'Alt|r.or'[t'|l9|..F|fF?'|Y(rd|ncltf'lrt..\,'|f',,,t!rYrt,^|t'||tl|r|n.r,..r..'t'^flt,''|f3c.'tt|iir'.tnnritrrlctr''nu.nn'c||'|,rr'.,rr,lnr'xnii..''iil:J.:ou'.t.lnrt u tl"i3 otld, ,alwlalrlrtls At|. ,.Jn t.o lo !l rnn||l:.
I 'nGtr .r rr I i f iif) cr.r ot .o6r..rr..
a.in ,,.. Gl.(,l |.l/l a./CO
i./
fj
To: vAIL vALt,[Y MIDICAL c[N'niR
Attn: Mr. Dan Fccncy
181 Wcst l*lcadow Drivc
Vai I CO 81657
JOU NO, 4 424 90 DATE: 12-27-90
DNLY REPOI{T NO. SHUET -1 OI.'
ilwolcE No.
PROJECT Vni. I Valley l,lerl ical Center Itrrrking Strttcttrre, Vlril, Colo'rit<lo.
Deck Topping, Third Leyel, Lines 3 to 9, Line G to E;
UAICI{ IICKET INFOR}IA]ION:
supruE1 l{estern Mobi lc ltrucK lro. .1f 7
8:54 A.M.
Mu DEsrcN *.111^?' cu. lfu' 8w/r].DeT
A.M. nuE Pl,rctD 9:46 A.M.
FIELD TESflNG -INFORMATIONT
nuE rEr rrxtrt 9:52AM sr-uup
{||t sPEGnc norrs sLlruP
An colfiurr -5. Z wET uNtt wEjclr 141.8 PcL
NR coNrEtr Iw tER lDDcr, Al sll€ 6
s,r.uptc rtup.68oF.lrt turp.z4oF4lq $t.
lN'
CYTINDEII INf OR}'\TION:
txt. oF civl llrlrr:trs (t rtuln,rn stTr 6rt x l2'l lluli (i/t lNltF rl'r CA.ST mrnl-- . 'it 0rr-Sitc
CURING INFORMATION:
tNrrul cunf,: 24hrs. On-site
n rE srR||'Pm t2-28-9O
Insulated BoxslolllcE r,AclullLs rn Heated Area
cn lll(rF l
wrJcr lr
(tlr.t)
28.28
28.28
28.28
28.28
28.28
28.28
c on/ shear
con/shear
(r. 00
6.00
6.00
(r. 00
6.00
6.00
115,000
115 ,000
7
7
z8
28
28
28
1-3-91
1-3-91
1-24-9L
7-.24-91
t-24-91
7-24-91
oFJtGH STffllcllt 4000 Pst o ?'l fuls
lljls ttl t^tltutottY nt n....tot|t ,n7 |tt |irrtttrrtr'1, wttll tf{tr?rit l:-r1-t:t nrxtr llrlll:s ollll r^13f' llolto
rort t tturraltotr oti itr,::-itcr'mroflt lA, l[ ftl64tto ll? ollllJr3'
C . Adams '1" Lntr di ck
FIELD OUSEIWEII APPROVED ITT
Fishet llcc cc .Iolttrsoll Arcllitccts,
coPlEs Attn. l,lr. Skigr SPcnsql{g51srrr l.lobilc
G.E. Johtrsorr Construction Co', Attn: [lr'
Jnck 'ltomas ; lticrbach Collsulting littgi trccrs
,j,. | ' Chcn€Northcrn.luc
-,ii," .. . cdrruit tu'|tEi ri 5.1'qr.a.
:''' REPORT OF CONCRETE P|_.ACEMENT OBSERVATIONS
To: uott vALLEY MEDTcAL cENTER
Attn: Mr. Dan Feeney
181 l{est Meadow Drive
Vail CO 81657
ptilUECT Vail Vatley Medical Center
JOB NO. 4 424 90
DALY REPORT NO.
fworcE No.
Stnrctrr"e, Vai 1, Colorado
DATE t2-27-90
SHEET OF
Park i, ng
Western spEctfElrpxl gunrp An @r{rENT
suPPua Mobile trD( r.D. 1212 Topping Mix AlEExr rgrpEnrrunE nruc€
TETlo.Ilucrt{I rrcKET
tXr.
lllrE
aArcHO
Tr|E
mfiYu)
TII'Es lrPtID
RE\'OUIF@Ut|Iq
EUS{
RE\,oU'nON
@UNIER
oouPL€noil
C{,,EC YAGLaro/
CUUUUnt/E
w rtn 400€Dc uotas
1
2
100
7t7
3396
3397
10:l.9AM
11 : l.4AM
10
11
35A14
25AI,I
I 0 48AM
38PMI2
81L6/ 23
7/2s/2s 72
lErlIL su,|?(or)IET UNTT
tEc+fr
(Fcr)YIE.I)
CONCNEIE
]EUPE-
MTURE
co
REra mci
I
2
3
3
u4
3/4
5.8
4.6
_140. 6
740.2
67
66
PROGRESS REFOKT
Fisher Reece & Joltnson Architects,
@PIES g11n; l',1r. Skip Spcnst;
G.E. Johnson Construction, Attn: lrlr. Jack'lhonras; Bierbach Consulting Engineers;
l{cstertr ltlob i le :
C. Adams T, LaudickREl) OBSERVER APPROVED Sf
At A ]|.l|ru^l |'nn?Grt'. rO .trxtt r'( n||t fm q|i.at\tr. {l irxrrnt ,n! tturrtt, al| rr colrrfMUt lfioFrrf f .!rr d ttxll rro |,,llrr.lu}.tDl /ui rtn| la-ttr| d gtlr)txlr, oo.{tttEr||tt ri rnucT' rnrr. |to^r{in dJi clqn'o rtjnto ro[.o crn fEltrl| lPpnora- s tru:t ru l[ D(Fqrn oa lrILR lftn€ Eooa..nD l,..:s qflIr ,ftr rxll |,|t ,tl!r'o ]p x ttttt{,
A ir.r.r-., r'rfFiii-lrt r J lryb
ti' th Crall4e a,/'o
-,/ Ullclltr J\ot'tlrcl'tt, I nc.a
.. , REPORT
..nrlln!, | ^tLr.r. 4^,t jqr-tlhr.
OF CONCNETE TEST CYLINDER DATA
TO: vAIt vAl,LuY MI;DICAL CIINTIR JOU NO. 4 424 90 D TE: 12-18-90Attn: Mr:. Dan Fcency
lSl l{cst Mca<low Drivc DNLY flEPOllT NO. sHEEf 1 0F- 2
Vai I C0 81657 lNVorcE No.
PRCr€9T Vai I Vallcy ltletlical Ccrrtcr' l)arking Structrrrc, Vai I , Colornrlo,
Deck Topping, Second Level, Lines B to C, tines Z to S;This load in Southeast Corner of placement Area
EATCI'I IICKEI INFORMATION:
suprurn Wcstertr Mobi lc
' UE UArOttD
lnlJcK ilo. 100
8:43 A.M.
1212 top
rtcKEr ]lo, 3380 MIX DtJlcN i|(t. w/fibercu. Y0. 8
iluE lJtMvT, 9:10 A"M. IluE PL^c@ 9:28 A.lt.
FIEI.O ]TSIING. INFORMATION:
NUE IEST IXCil 9:40 AM3LUUP
JOO SPESFICAI|O]|S suruP
lltt @tnE r S. 6E trEr UNr lvr.ntfl42.6
AR coMrE r .IWAIER ADD€I) Af sltE
5',Ar11rl-C lLxp. Tgop,rlrt lurl'.1gop4t< nt.
tN.Arf. fiEu 1116: 8€8 of 2? VdJ
C]TJNOER INFORITATION:
rro. oF c,l,1lroF.ns 6 (rtr X l2rl mtDll- c.{5f 0rr-Sittr
CURING INFORIIATION:
tN'|uL cuRE 24hrs.On-Site Ru, sron^cE r|cullEs Insulated Box MtN.,/lAc o^l[ntuE Ar wr12-19-90
o fE srntppq, 12-19-90 s/: C. Adatns nF-rritnx*
co!p. -'ln.
(r|5l)A'IEA
28.28
28.28
28.28
8.28
28.28
28.28
con/shear
con/shear
6.00
6.00
6.00
(r.00
6.00
(r.00
7
7
28
28
28
28
12-25-90
L2-25-90
1- 15-91
1-15-91
1-15-91
1-15-91
123 ,500
126,000
nFSnN STFFtlrjllt 4OOO PSI o ?6 rr^Y!
||J'3 ft II'(TUR'TY fll(l.trnt .nr Dl ,tr.'rfi1ror'1. tlllr rtt''t f, 'i f 'lru. -rtttlrltli -1,'{lAl ollll'r'l"E{' llolttl
'ro{t rfrr o.rlrlrlox oti'iirri' ttsi 'ltront rqf lt t"tovltxo ItY ollllJl3'
C. Adans 'l'. Laudick
FIELD OUSETWER N'I'RO\&D ['T
Fishor lleece .lolrtrson Arclritccts,
coPlEs Attn: Mr. Skip SpcnstlvcsLcrn lrlobilc
G.E. Johnsoll Constructiolr Co., Attn: l"lr"
Jack'Itomas; llicrbach Consultirrg llngirrccrs
.,it3|'nr.|r'oA.i'ltrror''D|''tu|...t{o.tnff(r.l'ntt|||'l:l\,'|o,|,nr',|rn'|'''t.'|I'r,.
",||.|'it.trI','!r.o'|c|l'ir,4onri|nlcrtl'huln'lc||(''r',:olralnD ttrrr.at otlit fni tElJIt nt t lL |.Jn lD lo lll |rllllc.
I i..'.',' .. u.l iiilil c'-. of ...,iFir-
,... x.. cl.i'llJa r./tO
T0: y411
Attn:
181
Vai 1
PRO'ECT
VALLEY I'IEDICAL CENTER
Mr. Dan FeeneY
West Meadow Drive
co 81657
JOB NO. 4 424 90 DATE 12-18-90
DALY REPORT NO, SHEET 2 OF
INVOICE NO.
.l ValleY Medi.cal Center Parliin St?rrctlr?e, Vai l, Colorado
Western SPflFE IP$I slJJllP
suPftJa Mobi le uB r.D. 1212 ToPPing
Afl COilIEfi
A|dO{T IEUPERAIURE RAJ'ICE
8/16/22
6/22/22
10:45
L1:20
10:28ftlvl
10:54AM
10: 12
10:40
3382
5583
L42.6
142"2
C. Adans T' Laudick
nE-o dBs-iJT/ER
Fisher Reece o]inson Architects,
COPIES 611n; Mr" Skip Spenst;
6.8. Joirnson Constructioir, Attn:- I'lr' Jack
Thot"t; BierbacliConsulting Englneers;
ChenQNorthern.lnc
ifriirrot'tiri iirr lncom raf, fotrr'D lD x rlrrrl'
^
irrr.t i r..[FiF-l* rt eearc*r
rG h CLll{ 4,/a
C..r|rlt{ Ltlr.r. qi }l-lrl,
REPORT OF CONCRETE PI-,ACEMENT OBSERVATIONS
"HEffi&"#ffi#'sft
Ulrcn tr Nortlrcnr, I nc.
REPORT OI' CONCNETE TEST CYLINDER D.AT,A
r3l9untq'mlm.ctli|mdrl,'t.nlt'.rmr:|'''(l|i.rt'!l.\,|ln'mn't,Jr'lt'nitrr']'Atlt|r.o''[xrr]|...ri''l'ftYtr.x''tc|l4l
't6|.tl.lt|rIlm3co|tt|,.ir'^o'lIfn,..t3'|tf|v(nnl€^'{[r'o.l"o,..'n?J.;r',iii?'ir.li}lliili-qdtr.orrallnl uttrtts ott[t ll'|^r€lJrutls !n- ratlLo lo |tl slllllllc'
'natlh}' ln'la. .^.1 :--t-tr,rr.
JOU No. 4 424 90
D^JLY REPOIIT NO.
il{votcE No.
PROJECT Vail Valley Me<lical Center l,arking.Structrrr:e, Vail, Colorado.
TOI vAIL VALLEY MEDICAL CIN'TLIIAttn: Mr. Dan Feeney18f Wcst Meadow DrivcVail CO 81657
D TEr 12-15-90
sHEEr 1 0l'
PIACEMENT LocAIIOIfi Deck Topping,Level 3,Lines C to B,Lines 2 to 3;
UAICH NCKET NFORMANON:
supruEn lVestern Mobile lre ncKEr lo.ss6e MX DEsrcN *.iilir:;%u. \o. 8
nuE ArlllIvED 9:57 A.l'1.. TllrE PL^cg, 10:05 A.l.t.
InucK lto.
NUE IATCIIED
pcr. 3rA!pr.E rElrP. 69oF i{tl rur'. 15op
29 r;ot, nurAnKs. 8@8 of 40 vd3
FIETD TESNNG NFORITIATION:
nrE TESJ TX([X10:12AM 5LUMP
rroo sPEflncAnolq; SU,UP
An cornErr4.S:wEr uNr tvEJc}r143.8
AR COl|rE]r I WAlEJq IDDED Ar 5m
tN.
tN.
4
CruNOEII INFORIIATION:
tttl. oF c'rl.fiDFns (r rin H])Fn srzE 6 x |2ll llMr cnlNDrrts c.|!gl l0:20 A-M^ mtrjrr o\1TQ1-Si!c
CURINC INFORI,{ATION:
lxlul ctREz4hrs. on-Site Ran sloturcE rrclmEs Heated Room urN./r,r & o rEnruE Ar tal2-17-90
OAIE $RrPPtD 12-1"7 -90 ItY: C . Adams RE[i\Rxs:
tl/;,e
IAYS
DATE
IESTE'
lgll|- t.o l,(ur')l)ulrElr'il(rnqrt5)
'IEA(5o. il.)couP. -stR.
('31)
TTPE OF
In gtunE
c'n.lflDfrtwtJ('tr(rrl5)
Gt1'r Or-nu lI wt:l(;| lr(,,cf)
7A
7A
284
284
2&
284
t2-22-90
t2-22-90
r-12-9t
t-t2-9r
l-12-91
1- 12-91
1L8,000
722,AO0
6.00
6.00
6.00
6.00
6.00
6.00
28.28
28.28
28.28
28.28
28.28
28.28
4774
43l0
con,/shear
con/ shear
4000 t'slo?6 rAtsoEstcx sIFfNGlll
|u5|B F l^|Xtt lofll PaFSatOrn ,,rt tl r.rfi0^tr:q fin. atfiBllt .131r' lrt-ltxxtfi lttnl5s ollllT dgf, lotfD
3alrf, fflttlanor o|l ll|Ei ltst tltllfll ll Y ]t r'no DtD w olllt lS'
PROGRESS REPORT:
-^-,-*-Hsheri,!,eece,Jnluson --l\rchi t e ctq'tt"ttt Attnt Mt. Skip SponsQ;{s5gsrn Mobilc
G.E. Johnson Construction Co" Attn: Flr-
Jack'llromas; Dicrbach Consulting llngincers
c. Adarus T. Laurlick
FIE|I) OTJSEFVER APPROVED T]Y
I ,.-i.r .. r..l ijiii-)r.-- ., ...',r..rr..
t.'i b. GLtl l.l a/CO
REPORT OF CONCRETE TEST CYLINDER DATA
4ialltri lrtrE.r .D, ..4t-tr.t.
TOi vATL VALLEY MEDICAL CENTIRAttn: Mr. Dan Feency181 West lrleadow DrivcVail CO 81657
JoL, No. 4 424 90 UATE: t2_1S_90
DALY REPORT NO. SHEET 2 OI-
INVOICE NO.
g .Stru cture , Vail, Colorado.
Wal1, Line C frorn Line 2 to 4.This load placed in Lower East Half.
Mu DEsrcN *.Hifif*E;"1il. r.ssuPrurn Wcsterll Mobi le rfltJct( No. 119
11:46 A.M.
ncKEr No. 3S7g
nxE IR,.tvtD 12: 10 nuE Prrcs, 121.22 P.tl.
nuE rEsI rru<u 12 : 4 7pl,l stuup
{)r, sPcc|nc^nott; gurlP
2L, w, Ntt, cornFjn4.0;wEr uNIt ytr]r; t 146.2
IN.
^,R
CONIEIIT I WATEfl ADDCD AI SrlE
SArrPld 'ltxP.
i?ol, nEI{^RTCS:
Nn lEuP. 2goF
lMf {:fttNDr,t3 CASI 1) . \7 D M WtmE cArr On _ S i ta
ntn L cunE24hrs. On-Site nar, sTorucE rrcttmfs Heated Room t/tp./r,rtpc o,{Tfn|rc AT wrl2_17_90
oArE slnppq, lZ-12-90 o/: C. Adams BEr n,(s:
3B
3B
4B
4B
7B
7B
288
28B
28B
298
T/PE, OFt crunu
con/ shear
con/ shear
con/split
con/shear
con/shear
con/shear
cfl.Drfi_n
uHlr wtc| It(r'crl
12- 18- 90
12- 18- 90
12- 19-90
12-19-90
12-22-90
12-22-90
1- 12-91
1- 12- 91
t-72-97
1- 12-91
140, 000
136,000
144, 500
148, 500
149, 000
149, 000
6. 00
6.00
6.00
6.00
6.00
6.00
6. 00
6.00
6. 00
6. 00
?9,
28.
23.
23.
28.2
28.2
2i3.2
2i3.2
28.2
4950
4810
s 110
5250
s27C
s27Q
DtSlcN SlF€ltcir 5000 ps| o 2r! rr^IT
|lJtB f/ Ulr(,rAlOtW tlt n3rt0 l rnr O, r.rrrro$r:f al|rt rnrlt r:r'r f t.ltu trt_ltntft rt|It:g Onffirvttf, lrotfo5otr( lflt onuafiol| o|l Il3 t[3r nrront qv oc rnouoto ltt otttt 9.
*,,8. _..ti*::1ffiki#; :l, t;"J:i",.:.
"'"
0,, "G.E. Johnson Construction Co., Attn: l'li-
Jack llronas; Bierbaclr Consulting llnginccrs
C. Adams T. Lautlick
FIELD OI]SERVER APPROIED W
11!s4!1.in'rGE[n'nr43.nq'r'nrl'nd'mlt'\,t.t\,||.n'^1,lls|''rl|Dri||loAil||lf0|'t|xl.'uIr|l('.t''.hF.FnlrI?'.':lc.'tttrir'6onlltaA:rlrnoqo.rllrii'tir'ri.iliiir.il-rtilrr.rr:nt.,tlr"rr:oi.nl?!, tiltlsl onr, |||rwqJ{rrlJ !n, ,arn ll, ro lt *rnurc. -- - '-'-
r 'ritri- ., u.lilitilc... , G..ir..rr-
t..n tr.. cr.it lJA a^O
%
Ytt.'-. VAIL VALLDY MEDICAL CINTER JOB NO. 4 424 9A OATE 12-15-90Attn: Mr. Dan Feeney
181 West Meaclow Drive DALY REPOFT NO. sHEEr 3 OF 3
Vail CO 81657 t*\'tcE No.
PturEc-r Vail valley Medicnl Center Parliing Structure, Vail, Colorado
Western SPS|FrcAIPltS StlrUP At t ootflr'|Tsu"PumMobils rH l.D. 1212 Topping w/fibet
^laENT
TutpER ruRE R^NCE
TEITIIL nrrc{ln IrcTET
llo.
'nlr€
EAICH€D
Ttu€
ARNryED
- lllrE
S^TPLE)
Rf\,QlJflFtl
@U TER
EUOI
RE\Ourno|tl
@t!'[ER
@llPLEnoll
:I'BC YINE
t-oto/
CUUUU\TIYt
w ltn /\Do@
clr.Lot6
1
2
49
100
3568
337L
8:02 AIr{
10:20Al,l 10:42AM
9:30 AIt4
11 :OsAIvl
8/ 8/ qo!
8/ 24/ 40],
rErilr.sl,.ljlP(n()IET UNII
wEFlft
(Fcf)Yttu)
CONCREIE
]EUPE-
RAruRf,
cr)
ffr auct
I
2
2 r/2
4
4.8
4,9
L42.2
141.8
70
69
PROGRESS REPOKT
Fishet Reece Fr Johnson Arclritects,
COPIES 111n3 trtr" Skip Spenst;
G,E. Johnson Construction, Attn: Mr. .Iack'lhomas; BierbachConsulting l,ngineers;
It/estern Mobi le;
C. Adans T. Laudick
REI.D OBSEfVER APPRWED FY
, Clrcn€Nonhern.lnc Cdrdlrl bah-. or ?.baYt
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
It A llnu|t lEtfcTf|. Itt fltxlll tf( ltrt t frtt (rrttws rtt ifF(il:t rnf !|,itT|rD A! tll: Oc.tot}llvt rrorriTY tr qn d f,lrtlr ,r|o- 4!|lmlrDl roi l|..-E -itr| a'gr tttrt('t (tr.nr+rr|r ril rni.ct' rrrr ri naq{r).|q o(rt no'crn ; nr.nlt| ptJ|t*a olt tFtn PFG,a- SaPta ;r.L E rturl, f mu rEmE 6
oattallD ttl.oL olHrt tr .a.-r.xE ,fia tgrl' IrD ll llrnls,
A itr- d *.(TIEI ;ur rl rnqrtr
t i ,a., Cl.l laa a/'lo
,ti7,,, Chen$Nortftcrtt,ll1q .a,!,,,,? Ingr*....5<,-r,,.,.
i':.'
REpoRT oF coNcRETE TEST .'LINDER DATA
To: VAIL
Attn:
181
Vai I
PRG'ECT
VAI,LEY MEDICAL CEN'II:R
Mr. Dan Fcency
l{cst Mcadow Drivc
co 81657
JoD No, 4 ,124 90 DATE: I2-L2-90
DAILY REPORT NO. SHEET lOF 2
[.rvotcE No.
DESTGN Mr. 1212 CU. YD. g
Vai I Valle
BAICH IICKET NFOR}i{AIION:
supruER Western Mobi le
nuE oAIcilE)
FIEI"O TLSNNG NFORMATION:
nuE IEsr IA<[X8:25 AItl sLuuP 3k
{)lt sPf,clFE^noNs SuruP
clUN0ER |NFOIiLTATION:
lro. oF c,'Yl t DFxs fr r,.ylttn)nt
CURINC INFOIII,{ATION:
trrnt cue24 hrs. On-Site 6q!
oArE srRrPPrD 12-.13-90 0Y:
ltlcrl i c:rl Ccrrtcr l':rrk i rt St nrctr! rc, VriI, Cololaclo.
Deck Topping, Second Level, Line C to E.1, Line 2 to 3;
rN. An cotnEr|I 6..1 : wEI uNr wf.|clr142.2
tN. AtR COltTE tr r WAIER loDg) AI StrE
stTE (rtr x l2tl
Tu|P3SOF.
sz vd3
llur (;n l Dfl{i c^57 8:35 A I{. wlrmE c^sr On-Si tc
muc|( flo. L77
7:42 A.M.
fi)tlrcE rrcultEs
C. Adams
ncKer rc. 3559 tru(
nuE AllRtvtD 7:58 A.M.
Insulated Box MlN./tlA(,
n[u flKt
-' nxE Pt cs, 8.17
P,Gr. s^rf,Lf, 'IEMP. 75oF Jlt
tut. nor m(e 8@8 of
oFJfcN slRflfcall 4 t'sl o 76 ful6
njl:B |'/ LAfllUlttl tl |rs.l.ltltl lrlr lrl rrrt'.ilr'rr.l. fftll r,rlr/rlt fllu -|,l.lll)tti ll'nrl9 OllttJr'YEf tx'llD
:a||{, ttrlnrAlpr ut llll3 tlsl-lltlrofll r' Y llt l"rovlL,(tl rY ollllJl3'
C. Adans
NELD OUSEfTVEII
o^rE/IruE Ar |'^rt 12-13-90
cnlltDt.nutdf rnI;r lr
0'ct1
l'. l,audick
APPRO\ED ['T
^3tr,UnutFFctrGTrmflr[n3.nqF|'nE'nG'it'|t4\.t|'n'mnrt^''ll|'iit|lo
.tI|r.or,rtx',ru|-iF<rir'lY.r.|,ncl|l'4t,,
rtrr o. l!.ttut t.ts. c.ttEltt'irttt! ott txlrrcts
4osn,.nD t|.rrl.ss 0lllll ,ri r€t|rltrll lr.l. Lrll Lo lo ll f,|xllllc.
r ,i-r.' ., u.l ijirilr.. er coor;'rr
t.'rr !... Cr.tl lJ rno
Nlt,.1(sa. rf t.)
28.28
28.211
28.78
28.28
28.28
28.28
6.00
6. 00
6.00
(r,00
6.00
(r.00
7
7
28
28
28
28
12-19-90
t 2-19-90
1-9-91
1-9-91
1-9-91
1-9-91
120,000
1L7,500
cop,Es li;if . fi;:"3ni;,,H:l,fi"j}t"T:'ni,,,, o
G.E. Johnson Construction Co., Attn: l*lr.
.I:rck 'lhomas ; ltierbach Consult i ng ling inecrs
..T,;
i..{hcn€Norrhcnllnc,Cdr.antr &irrr ci 3.r-{tb
REPORT OF CONCRETE PIACEMENT OBSERVATIONS
|! A |lmJlt lrrtGnrr rO Cttlrltl ltl nrE /rr.t orttttw\ Al i?Foitn ,rf Sfrrrno A! t!: Otrfiflvt firfttTY r fl|l d trE llO A'nX"ll lEr' tDi n'n. E]-
l{fl q sratrrrxxr crrrqurrlr qt 711nc11r ri.r. rrt 6q^.!r€ 61r nrrqiri-6|iiiinit'-niilo ir.r rrntut flFunr- s^|'?tEs ru E ut6al! (f |fnt rJIrF 6
G atIItD urltr smt rrfl|5l|xlt tE taELD Io ri rrtlr[
l ri.i: d r'.(IIX-ltq .a .-rrrr.
?ri |.r CEll4a a/-
To: y,11tr VALLEY MEDIcAL cINIDRAttn: Mr. Dan Feeney
181 l{est Meadow Drive
VaiL C0 81657
JOB NO. 4 424 90
DALY REPORT NO.
llil/olcE No.
DAIE 12_12_90
SHEET 2 OF
PttorEGf vail valley Me<!ical Center Parti.ng Stn.rctu"e, Vail, Coloraclo
Wes tern
g1rgusrMobile sPBCtFEAtptt! suruP
Lu LrL l2l2 tn cot{tEfr
AS[}{T TAPERANNE Rr€
IruCTt0 IP( T
l,to lluE
B lcltgr ltuE
tflFr/E
' llrrEs ltPtID
REIOII'TF}I
ColJXTER
EON
RE\rq.rrnoil
oorrxTEn
oo||PtEnot{
CI'EC YAG
t-o,o./
CUl|UllltvE
T'A]Ti |Ix)@
o l,!0\ts
1
2
3
100
151
177
3360
3361
s362
8:33 All
9;03 AM
9:30 AM
8;40 Al4
9:18 AItl
9:46 AM
8:52 Alvl
9:27 I'Jtl
10:.14AM
8116/32
8/241s2
8/s2/32
JO
l2
rEsrIL sl.llf
(Dr)
A'R
o$fiEilr(r)
IET UNT[ECrr
(Pcr)
YI[lI)
@arcftErE
TEUPE-
RATUiE
cr)
ffr^fdct
I
2
3
4
5
4
Ll4
u4
5.9
5.8
6.0
143.0
143. I
.t42.2
7S
75
77
PROGRESS REFORf
Fisher l{eece tr Johnson Architects'
C0PIES 11jn3 l',1r" Skip Spenst;
G.E. Johnson Construction, Attn: Mr. Jack'Ihomas; Bierbach Consulting Engineers;
ltlestern Mobi le :
C. Adans T" l,audick
RE.O OESERI/ER APPNOYED ET
'i
.,.n' - Chcn0Norl.hcnr,lnc.'^-lU.{ IryrF r .tl Lr6lhl.
REPORT OF CONCRETE TEST CYLINDER DATA
^t^1'ul|r^|'Fir'rGtnm.Ir'{3'n[F'!|E!rod,li,|'t/ra.Al'|',i'rrs,Jltll''t||'.'A..l||r.j''|()f'|.,fmr.l'lf^ttI.''llto|r:||'inr6oI':.|iAitt't|.}|..'|FtG^,{n|'|oun"rnn7i'.r-'iiij'iir,i.ri.itrinr.i-or,n4osn|.nl| urrtlls olr|{.i ,alr^r|(f,lrt:l.|t aJlL Alitltlr, lo tl $rn[t;.
a Ei.' .. p,.l iiiiils-. .. .sr,roir..
,.ri ra." C!.II|JA a/eo
TO: VAIL VALLEY MEDICAL CENTIRAttn: Mr. Dan Feency
181 Wost Meadow Drive t
Vail CO 816s7
Jol] No. 4 424 90 DATEr 12-11-90
DAILY REPOIIT NO. SHEET I OF
llrvotcE No.
ryllqCT Vai I Valley l,|edical Center l)arking Structurc, Vail, Colorado.
Fourth Level,
Third Level,
PIACEMENT LOCAIION:3,
J,
Deck Topping,
Deck Topping,
Lines F.3 to D;
Llnes C to E.6!
Line 2
Line 2
to
to
BATCH NCKET NFORMANON:
supruFx westcrn Mobile ,nrrcK ro. 4 rcKET r.to. urx
'Esrc*
*. *71i0""ru. rc. 8
nuE 0^Ictlut 10:29 A.M, nuE lllrtfvT, 10:47 A.ld. nuE PLrcs, .10:51 A.M.
pel.tN.
tN.
314 s^l4,ll .tEllr'. TSoF.Ntt felr,. 34op
c{1. nsl Rxs8 0 16 of 24yd3
FIETD TESTING INFORIJATION:
nuE lEsr T Xtx10:55A1"{ sLUuP
Jo|r sPEcnc^not|s suruP
An cotnur6. 1 : wEr uNIt WEcllr 141 .4
A,R coMror I wArER IDDS) At snE
CYUNOEII INf OR},|ATIONI
lo. oF cr1 tNDFxs (r wltFIE (a5r On-Si tcc.'Yl l Dtlt slzr (r x 1.2t1 ]|Mf cntNoFlts c{r.!1:05 A.lrt.
CURING INFOR}IATION:
NruL cuRE 24hrs. On-Site Ra, crofi^cE Ftc|tmFi Insulated Box utN.,/t(^)c o rtnu€ er r,tr. 12-12-90
o^E srnPpq, 12-12-90 ny: C. Adams nEraBK*
IGE
oAr€
DATE
IESITD
IOTTL LO^D
(urs)
DUXEtfrt
(0,rcl [5)NITA(so. [L)
couP, -fln.
0's0
T.t,E OF
r'nAcIUflc
c.YuH00lwtr, f r
(ur6)
cr1|llocn
ultJt wn(;| tr(r'cn
7
7
28
28
28
28
12- 18-9 0
12- 18-90
1-8-91
1-8-91
1- 8-91
1-8-91
120,000
1 19,000
6.00
6.00
6.00
6.00
6.00
6.00
28
28
28
28
28
28
28
28
28
28
28
28
4244
4274
shear
con/split
orstcll srR€llc1}l 4000 Pslo?6 rtrJs
n5l:3 tta ulrtl^lgll' q Fsat|rltl Ar|. ||l r.rrntl^rr:f filrl ,'.|.|f?rrf litu trttl|(xr lrfllllS ooll'TdE' tlolto
3'O[rf I{Crlrr lx}tl ul lll$ ltsl lttl\)ltt lrAY lf ftlit'/()u' Iw Ollluli'
PROGRESS REPOKI:
Fisher Reece Johnson Architects,t"'tt Attr,, Mr. Skip SpensQlgsslgrn Mobilc
G.E. Johnson Construction Co. r Attn: l"h'.
Jack'ltromas; Rierbach Consulting ling.incers
C. Adams T. Lautlick
FIELD OUSET{\trII APPRO\ED IIf
. .- .tlrcn€Northern.lnc
t9
REPORT OF CONCRETE PL,ACEMENT OBSERVATIONS
at A titnlt tiottctDt to ctrlm I|! FIFE |,r' or|lttl{]l al rttoil:t lrf sffr'n a! tlf, ooltD.}fil|t mofr rTl G O.t cI fxll ll0 Arnnftufitl Tltl Ffir -
Do. d' sramrtr!. crr{uErc .rt mpcnt rnrr tt rtoranro q,l Rgrnn-J-[rr,'tl rtxii c.n lnflt t |prionL 3 lruJ ru E DEncrD or |fn-R tt:m€ 6
ooturtD uull olltt dxlrrxtt ,at lftr! lD lt trrn€.
A nr.ra- d rt ffltX-lrrr .a -.!r-'r.
trrr lb Craallal a/lo
C..rru|| t rflrr ri &rr{t&
'v' VAIL VALLEY MEDICAL CEN'rER JOB No. 4 424 9.0 DATE 12-11-90Attn: Mr. Dan Feeney
1g1 West Meadow Drive DAILY REPORT NO. SHEEI 2 0F
Vail CO 81657 r tl*)tcE No.
PRGIECI Vail valley lrledicnl Center Parking stnrcture, Vai1, Colorado
Wes tern
supptftn ]lobile SPECIFEAIPT|S: STIJUP
yu t.D. lzLZ w/fiber @T{IE{T
. AI5IEXT TA|P€R TURE
ln
R^}IGE
TE|Tlp.ITUCTfp.IrcKET*'TIIIE
AAIEH@
TDT€lnnryE
' lluE
sAnPLEt
Rnrc(ulFt|
CDIJI'TER
EON
RET/o(-ltnO|lo ,{TEn
aouPLEnoil
GIJEC YARDS10to/
cuuutAIIVE
w tfn
^oo€Douoars
I
2
3
4.
5
49
49
44
t77
49
3348
3353
3354
5J55
3356
9:41 Al,{
l1 :31AIvl
12 : 15PM
12 : 56PM
1 :51.P[l
9:55 AM
11:40 AM
12:28 PM
1:20 PM
2:10 PM
f0: 29AM
.12:06PM
1,2:43PItl
1:38PM
2z29PM
8/8/ 24
8/24/24
818/ 24
8/76/24
8/ 24/ 24
8
10
6
I2
IEst
l{L s Jl?(ut)A'R
ooilrEltT(r)
IET UNTT
t?Jo T(Pcf)YITLO
coNcftEtE
IEUPE-
MTUiE(F)
ffilrAroCi
I
z
3
4
5
3U2
4
s r/2
3 3/4
s t/4
6.2
6,4
6.4
6.5
6.3
74t.4
141" I
140.2
_141 . 0
r42.6
72
1.,
73
70
69
PRoGRESS REPoFT sarnple taken at truck <Iischarge.
--Flsher lteece 0 Johttson Architects,
GOPIES 111n3 trtr. Skip Spenst;
G.E. Johnson Construction, Attn: Mr. JackThonas; Bierbach Consulting EngineersI
Frestern l''lohi le ;
C. Adams
FIETD OBSESWER
. .,VllcntrNortl'tclrr, I nc ' a.Fllhl |n tst. .n.t :ttrtrhr.
" ,l u REpoRT oF coNcnETE TEST CYLINDER D,ATA
rtlr4ml{,.if'rIGTt'.mnr'.t3..ll|l'r'nE||Dd|,t3'|.r4.\f|n''.l'|l3r,qt|'rrt|r'oA.i|t|..or't'''n,|.w'.l'wl'.'c|[|ditrn. o. st^ttrftrrs. corqttrirtrs on a:illrcts rr.tq rn ntrxroro,:ou tnJt utrtt-33 otl|ol,n|urullurts t r- raJn t.lt lo t{ rnnlm,
^ 'i..!r' .r *[,iri-Ir.. .f c.ir., -
a..i r|.. Cr|tl llA a/CO
l .-
lro: VAIL vALLEY MEDTcAL cuN'rurr
I Attn: Mr. Dan Fcency
181 Wcst lrlcadow DrivcVail CO 81657
Lines 2 to 3;
Joo No. 4 424 90 D^TE: t2-10-90
DALY NEPOIil NO. SHgEf 1 OI: 2
twotcE No.t
PRG,Ecr ftail VaIJey lrled j cal ccrrtcr Parking .stl:uctu.re, viril, corora4o.
First 3" Lift, Deck Topping, .Second Level, Line D to E,This Load Placed on East si.de, 30r to 50r North of southeast corner;
SATCH IICKET INFORMANON:
suprutR Wcstern Mobile
nME 0^rc|tg,
rnrrcx lro. L77
2:08 P.M,
TrcKEr t'to. 3342
nue A{lfvtlt 12:29
1t7')
mx DEsrcN lro. -;::. cu. y0. 8w/ rr.DerP,Mi TluE Pr.rcrD 12:33 P.M.
FIEI.I' IESNNG INFORI,IATION:
TrrE rEI TAot 12:43pM stuup 3k [r.colrrElrr 6.8: urEr uMr wEclfi 143
cor{rrjfls- 7 tr w^rEn lDDCl, AI SllE
s^upt-E .t[yf,. SgoFAlt rur,4gop.
ftL n$r fl<s 16 of 32 vd3
Atn
JR
psjt.
4
4
JOO SPEc|nCAnolrs stlur M**4 rr,.
CTUNOEII INFORI,TAIION:
tlo. of c,xJxoors (r r,rt trrolt srzq (>'t x 12tt ltur fil tNtrF ts c*;r 12:53 p.M. wuFrr o\rr On-Sitc
CURINC INFORTIATION:
filllul cute 24hts. On-Site naD slofircc F ctunEs Insulated Box Mm/rrru(. 9,\r[ tuE AT r,^lt 12_11_9(
tAlE SIRIPPID 12-.11-90 lty3 C. Adams nEr Rx&
A{:EDl€i}AIE
IESITD
lo[Al- t,(xt
(urs)t)rluErul
(|l.rcl [5)
'TEA(sa. [r.)coup. -5ln.
050
TN'E OFtn GtuIE
gYl.nfirE lmj('tr(ru3)
cruxDr:nu'|lt rn:tcrlr
(r,cf?
7
7
28
28
28
28
t2-t7-90
L2-L7-90
L-7-91
1-7-91
1- 7-91
L-7-91
118,500
I21,000
6. 00
6. 00
6.00
6.00
6.00
6.00
28.28
28.28
28.28
28.28
28.28
28.28
4190
4280
con/shear
con/ shear
NFSICTI STREflGNI 4000 Psr o 26 r}^16
tlsn! t L|tpUfolw fl n-'rront ,,'r ol rrrqr.rr:t- i/irl rrt.tr/'rl l{u ntttntri ltnl:3 Oll(Jttl3{. tlolto
30{E fr omt lxtl orl ltlrs ltst
'|t.,!lll
taY rt rmMtx"o ItY olllt 13.
PROGRESS REPORT:
r"vrlL) Attn' Mr. skip Spcnsf;y"r1"rn Mobilc
G.E. Johnson Construction Co., Attn: llr.
Jack Thomas; Dierbach Consulting [nginccrs:
C. Adarns T. Laudick
FIELD OUSEfiVEII APPROIGD W
--Clrcn€Northern.lnc C..:,rtl'i lroh-r ata li:lo.rt{.
PI-A,CEMENT OBSERVATIONSREPORT OF CONCRETE
^'!
l lr!!'( rEITc ll lD ft rxl], Dq FnE [|' ot wtwa fll rirF(nl]t rrrt Ir.tnrD a|l Trr carrrtxlut Fnolfnfi f dn ct lxfl. ro
^|rnrrlrttlDN
fut fnt r]-I(q rr st^rTrtxrt cnr.ctDi(r! .t mi.cTs rrrl|.n rttovr(r,€ ctn mnqrs tt if!&iD IUr€ Gf tIUllDt lfpfora_ s l?u:t ru t€ 0cf!rn 6 rn[i ]frtrE Eoqrulu, ulr,l:ll q|ll,t rca{llxt| rnf ,stIID lo '{ trttl€,
a nrr* d r-lFtti-lr.t d e..rr.s.
tG l... CItl lat 4/aO
TO: VAtl
Attn:
181
Vai 1
PR(UECT
VALLEY I-II,DICAL Cl]N'r[R
Mr. Dan Feeney
West Meadow Drive
co 81657 t
JOB NO. 4 424 9A DE|E: L2-10-90
.DAJLY REPORT NO. SHEET 2 OF 2
tl{v()tcE No.
Structure, Vai1, Col.oradoi.l Val ley lledical Center Parkin
sil$a€ff"tlouir"@no$s: qt t'YP
f{x LD. 7212
AN COffIE}IT
AIIIENT 1ETPER^ruRE R^ITICE
t-o Dl
CUUUUnvE
151
44
177
3341
3344
3345
11:10 A}4
12:58
1:58
LL:3lAM
L:10 PIU
2:10 PM
11 :48
1:45 PM
2:30 PM
8/8/s2
8/ 24/s2
8/32/ 32
5.2
5.9
5.7
r4s.4
t43.4
142.3
Fisher lteeceF1sneT l(eece G Jolrnson nrchltects,
COPIES 111n; Irtr. Skip Spenst;
G.E. Johnson Construction, Attn: Nlr. JackThonas; Bierbach Consulting E,ngineers;C. Adams T. Laudick
REI.O OBSEFWER APPRWED SY
n' I Chen€rNorthcnr, Inc
REPORT OF CONCRETE TEST CYLINDER DATA
'r.Elu,.t l^tln. nn.l &r' ht.
Jo0 NO. 4 424 90 DATE: 12-8-90
DALY NEPOT{T NO. SHEET 1 O}'
il.^/otcE No.
TO: VAIL
Attn:
181
Vai I
PRCJECT
VALLEY MEDICAL CENTIIT
Mr. Dan Feency
West Meadow Driveco 81657
Vai I Valle
BAICH TICKET INFORI'AIION:
supru1j Western Mobile
nuE tl{rcr|q)
FIEI"O TESIING INFORMATION:
nl|E IE5J T/0<tx8:15 Al{ sLUuP 3L
{rB sPEctnc{no}{i SLUUP
mucK lto.
7;26 A.l'tl"
lN. lrR @1nE fi5.6 ; v/Er uMr wEclr
N.
^n
coNrE| f I WArEn ADDS) AI SIIE
' nElr,ARKS:
,'ct. 5 n,,u rurn. 650p.ut TEJTP. 250F
(ht. nol^nt(s:
wlrrjrE c^!it On-Si tc
o rEnHE AT L & 12-10-9C
c.rulrDtnufift \tr:)cl It
(r^cn
T- Laudick
APPRO!€D T'T
Mcdical Centcr l)nrking Stnrctutc, Vai. I , Col or:ado.
Circular Wall, Southwest Corner;
100 ncxEr No.01 3322 |tX DEStcN Mt. 23
nME
^8ltrv€D 7:35 A.l.l. TluE PLACE)
CU, W. 8
8:00 A"M.
CYLJNOEII INFOII}'\TION:
lro. oF c,yulor.Rs (r r;n ntom srzf (rtr x I 2tt 'nMr c,YuND[,rs t:lLgl 8 : 20 A.M .
CUIIING INFOR}.IATION:
lNtlul Gure on_Site RAD
0 Er3
gTOfifOE F/rCltmES Cure Box MtN.r/MN(.
o^rE $nFPs, 12_10_
nEsrcH Sm€ltcnl 4000 Psl o ?n n^E
|r.sni W l^|ltUfdnt rl Fsattr{l ^,|t ltl ralfi|l$r{l wtnl rt.lrl r.^,t f rslu lr,'trr)ltli tlt'llls Ollll"tll: ' lloltD
50r|( urulrult)tt oll ll1|3 ltsl ltrro l g^f l[ rfiu\n0fD |tl olllt lS.
J. Hoffman
FIEIJ OBSEf{VER
rt|vutll.t.'l'Ec[,.'tl6'E1|lifnfE,roG|i<rl'\'|-\,ttn'Fdtr5A'rS|m|.||l|'A.t'||rro|'|rx',.u|iI,(Il|df
'Kr.lF|w|rfu'l.I:.t.|.Et|,.irt6oi|xtrA:t3l'nrr.'|,|GA,|.||''|ounrr.nxr.r.i'-iiijtrr''rdrrt.nr,c4orrrllflD urtlJs oortr ,{n^rq!lxl3 lrrt a.rrt l-o to ||r *Lrllrrc.
^
,i-rg- .. ul iliiilr-. .. GGie,tr-
trri r,.. GgtltlA a/eo
7A
7A
284
284
284
284
con/ shear
shear
12- 15- 90
12- 15-90
1-5 -91
1-5-91
1-5- 91
1-5-91
28.28
28.28
28,28
8. 28
28.28
28.28
109 ,000
111,000
6.00
6. 00
6.00
6.00
6.00
6.00
Fisher P.ecce Johnson Architccts,uurrLr Attn.' Mr. Skip Spcnsqlty"ug"rn Mo5ilc
G.E. Johnson Constructiorr Co., Attn: Mr.
Jack Thomas; Bierbach Consulting Engincers
. i' ChcntaNorthcnr, Inc.
TO: vAIL
Attn:
181
Vai I
PRG'ECT
VALLDY MEDICAL CENTUIT
Mr. Dan Feency
Wcst Meadow Driveco 81657
Vail Valle
t.
Itletl i cal Cetrte r l)ark in
JOU NO. 4 424 90 DAIE 12-8-90
DAILY NEPONT NO. 5HEET 2 OF
rwolcE No.
REPORT OF CONCRETE TEST CYLINDER DATA
'r,r.{h lnrl'-,r ..rl ,.lalLr.
3
Structurc. Vai l. Coloraclo.
Fourth Level, Deck Topping, Line 2 to S,Line F.S to G;
UATCH NCKET INFORII.ATION:
supruE1 Western Mobilc
nuE TISr T XEI| ---
Jqt sPEctnc notrs
I|ilE n tciltD
IRUCN }IO. LI7
12:25 P.M.
FIETD TtSNNC NFORMATION;
sLuup 3L rn. ,rrn colrr[ n 4 .9 : wEr uNr wEcttt --
stlruP lN.
^|R
CONTEI|T I WArEn ADDED Af 5m
CYIJNOEII INfORIJ^TION:ttl. oF GflJIDERs (r r.r llunt sz[ 6rt x I 2rl
CURING INFORI!,|A]ION:
lNfIuL curE! On-Site RoD sn trr6E FrcrunEs
oAlE srRrpprD 12-10-90 ny: C. Adams nEU RK*
OES'CN SIR€NGIH PSI o 26 fi lS
PROGIIESS REPORT:
lcKEr uo. 01 333&u oEsror uo. 1?1-?. cu. yD. Evrl tr Der
nuE lnntutD t2232 P.M; IluE Ptlicst ---
d.gurPtf, TE rF6 2oF . ,\rlt 'lf,]tP3ooF"
.,o[ nOl ro(S:
ur (;n l trF,ls c,\sr $rFnC o\.;I On-Si te
ns|ll tt ulEluloFt F ns.tlr|rl arr, I! l.rrtl(Afr:f w|Dl arn r;ltf ls'lu l'tllKxtl l,llll3l ollll'LYE{ llolfD
:ou( u||txru^lxrll o|l llllS ltst rrtlsall uAY tt rt ,v|O(o eY ollll,,l3'
J . llof firan
FIET.D OUSEfN/ER
uril./MN(.o rf/xllE AT L,rIr 12-10-90
c^ |llrx:n
ur.lt wrl(;lrr(l'cr)
T. Laudick
APPRO\ED TT
rll!unrr|ftl'|'Gtrxnqr'{i.n['r,rtEr'mo|[j1|.\Jt:\.||nlFor^^'r3r,'n.|l'oA.|nf..r'h(l'|w..|ilrfnN(r.t,nct'ditn.|rltrru',.'i!c.}qt'il'Fo'|'nlAi|s''h{o.|.l.w.tr|'',or,n,r.rvrii..n'.iii.i'r'ilri'tirrrrtl'rbnqounln ur4l53 otrlui ,xi^rsuru[ls lFt lc]m l|l lD rl s_r.rllrc.
^
.n-.- .. rxl ilif f 1.".. .. Go.r!F.rr..
t.rir L.. Gr.fl lJA a/lo
con / shear
shear
28.28
28.28
28.28
28.28
28.28
28.28
7B
7B
288
28
2s
2&
12- 15-90
12- 15-90
1-5-91
1-5-91
1-5-91
1-5-91
109,000
1Lt,000
6.00
6.00
6.00
6. 00
6.00
6.00
Fisher P.eccc Johnson Architects 't'-tt- Attlrr Mr. Skip SpcnsQ;{ss1gr1 Mo5ilc6.8. Johnson Construction Co., Attn: ltlr.
Jack Thornas; Ricrbach Consulting linginccrs
Chen€Northern.lnc Cc-d!| tnflF. cra 9(s{Hr
REPORT OF CONCRETE PTACEMENT OBSERVATIONS
ll A Lr|u|t ?illtcfEl tD orxn t!lr||E rr.) qJRrrvTt
^tl iftott! rm r|rrTnD a.t n['ctrfrrxlut- pf(ffiTy cf cr,t q I}{I!., ,ro ,lmb,rl^rrrt tIIl tr,rc^-mH (r srarrvr,fll co?€rtrrDc m rnlwrs lni rr'eoii$did'rll,firs tt rr.:rli[-D pfJtrr] tr.n rtr tr]r tffao/l- s^rrLt| ru" r ocraro tr ,f[n tE rE ErarrD u.rtr otttr rifllouxrt lr prro rc'rr rririie. --' '- -
A irrrr , r'.{XtX-l'r' .{.-r.r-
t rr L* CLll,|o a/to
..,. VAIL VALLEY MEDICAL CENTER JOB NO. 4 424 90 DAIIAttn: Mr. Dan Feeney t1g1 west Mea<low Drive oALy REPORT NO.
vail co 81657 D.IVorcE No.
P19ECT Vail Vallev Medical Center Parking Stnrcture, Vail, Colorado
Western spEEErcAlprss surup ln co rE{Tc{HJa Mobile tlfl [0. #1212 Topping - Fiber Arrrm rErpF.R ruRE MNcE
: 12-8-90
SHEET 3 OF
lET
IIXL
nuc|(MI DC|GT
Iro.
nuE
aArcHEt
TIUE
rRnwtD
" lllrE
s IPt^tD
REl,qfrlFtl
cor,l{I[n
EEIN
REIIXT'TNN
COU IER
couPr.EnoN
It EC YteE
J.O'D/
cuuur-AIIt/E
ll ln A000
OAffr$|s
I
2
151
44
01-3335
ot-3s37
10
11
57AM
34AM
1L:15Al"l
1L : 54AM
11:25AI'l
12:15 PM
8/24
16/24
rEt
t{T su,l?(nr)lrR
CDfiTEXT(r)
TET Uitrt|Ecfr
(Fcf)
'naD CO'ICRf,IE
IEUf€-
R^IURf
co
REl4m(s
1
2
4
3 sla
5.0
4,7
68
66
:*j.rr REFoRT
Fisher Reece € Johnson-Irclli tects,
CIPIES 411n; Mr. skip spenst;G.E. Johnson Construction, Ati.n: !lr. Jack'l'honas; Bierbach Consulting Enginccrs;
lVcstern ltloh i. I c ;
J. I{offman T. Laudick
RE.D OSSERVER APPROVED B|f
;?,, i
.i q . ChcndlNortlrcnt,lnc.r-.
REPORT OF CONCRETE TEST CYLINDER DATA
|tlUu|tt|tF|}|f'GrYHrDdrltt.l'|fF||ni:|}|l'dtnrrr|\'t.,||nl'<'n't,rfi|l'|i'tt't'Al|||l.l',rt}tl','u|.'rvnr r, 3llttu.t[s, forrct tt':rr6 0n trltr.-tl
4orrr\l ntr t'nlst olt|'t a wql|uns xn rr!|D lo lfl rxllt|:.
^ ':nr*r of rl.l rliit lr'-- of roornr-
ri.n
'|o. Cr4llIA l,/CO
.t'
TO: VAIL
Attrl:
l8l
Vai I
PRG.lECT
vAr,lJ:Y MriDrcAL cLNll:rr
Irl r. Dan Fcency
l{cst lrlcatlow Drivc ac0 816s7
Vail Valley l,'lctli crrl Ccntcr
JOU r.ro. 4 424 90
DAILY RCT'OIIT NO.
il'tvolcE No.
l'arking Strirc.tlrrc, Vlti l, Cololittlo.
UATE: l2-7-9O
sHEEr I oF
Pt^c|:MuNr LOCJ\ltoN:
Building Tie-in Deck, Line 8.4 to A, tine I to 2;
TIATCI{ TICKET INFOIIITATION:
Supru1a l{cs tcrn l.lobi lc
TU€ ITAICIITD
rnuct( ilo. 707
8:59 A.M.
ncKEr l$.01 3316 Mu oEstclr rlo, 24 cU. r!. 8
nuc NUilvED 9:30 A.M. llME Pl...cq) 9:50 A.l.l
pct r$r|'[.E ltur'. 6SoF rul rE lPzSoF .
16-r,r,r nqflfl
FIEU) TLSNNG NFORMATION:
nuE TEsr r/.r(u9:57 AJtt 5LuuP2 3/4N.
JOo SPEClnClnOnS SLUUP rN.
lln cort?fi 4. 0 : wLT ulllr wfjcllr ---
AR COMt'TT I WAIL-n AfrDB) Ar sltE
cYLlNDElt rNtoftM ltoN:tn. oF fivl nrDtitts (r rjll flfr)rtt sfzr (t't x l2'l Mr: (:/l llrr)fl|:;.10 :05 A.t'1. wrrr'Jrr cl'ir On-Sitc()\'T
cunlNG lNFoRl,.{/rTroN:
lll,tl/tl. Cut€ On-Site Rg,o SKltt^68 F Cltfltrj f,ttN,,/uN(. oAIEnluE AT LrU2-8-90
lI^tE flntPPm 12-8-90 ttY: J. Hoffman nrMnxs:
Acc
I)^YS
OATE
reslu)
lgl t- l.o^t)
(rr}3)
I'I^rrflDI
(rr€||15)i\rlr(ro. rr.)
coMr!, -fln.
0'5r)
mrr oFfluctunI
ctl l lrfll
$J()|rr(ur5)
cluHot:nufllr mxttr(r'cf)
7
z8
28
28
28
12-14-90
12-t4-90
1-4-91
1-4-91
1-4-91
1-4-91
133, 500
131,000
Cr. 00
6. 00
(r.00
(r.00
6.00
(r .00
28.2t1
28.28
28.28
28.28
28.28
28. 28
4720
4630
con/split
con/split
oFstcN sTRfltclll 4000 t5l o 7a rl^ls
tlJB trt ulxtt lt'ri rt n-/tortl ,rl, ltt rrrlr).'tr.rt,a, tlol rFFl |()ll t rtlu l4nK'l"i In( l:r3 olllll({l3f }tono
!o!i lllttrlu^llotr otl lll$ llSl ,lll|onl ur, tt' ftl(.'vll'(l'| ItJ ollllJlS'
Fishcr llcccc .Joltnson Arclritccts,coPlEs Attr' tvlt. skip spcnstlysslsrn Mo'ilc
C.lj . Jolrrrson Constt'uction Co. , Atttl: lulr.
.Iack'llronas; l).icrbach Consulting linginccrs
J" tloffinan .f. l,audick
FIILD ODSIrWTR APPRO\ED [IT
REPORT OF CONCRETE
(d-dil|' lrtt|.-r qr k)at,d.
PLACEMENT OBSERVAT]ONS
a,t A rlmrr. rrmcrDt ro (!tx|!| ltg nEE |'o (xFlrtrrfrtr Al rrForE rnf trr.fitD a! rrr coa.rf,xnrt moeritl (t citl cl fxrl, rr,D /Jmnnz lnr lon nflr -tnl c sr rrrrfxnr. orrniroc (i-mrvcrs r|r'| or |tro^'|rir.c oui r<t-d--rr':rril -nxie-o|n rEnu rPft{ora- srl}u! ru tE D(Dcl'tD c lntn lt r€ EcsrtIlfD ttl.Ilt ot'It tn|flrxD ,,|f ,{r.o lo x rf,rr€,
^
irr.- .. rlfilifi-llrr .. -rr'b
lri f5, aral l.. a,/I
To: y41t VALLI,Y MEDICAL cr]NT[,RAttn: Mr. Dan Feeney
181 West Meadow Drive
Vail, CO 81657
JOB NO. 4 424 9.0
OALY REPORT NO.
It{lotcE No.
DATE 12-7-90
SHEET 2 0F
PRqrEcT Vail Valleyiledical ccntel .Parking Structure, Vail, Colorado
hlestern SPEIFEAIp}r! $,rrUP 4r: An cot{lEilI9rP?ua Mobits rtx LD. 24 lrrrei$ Taapcmrune nprcg sooF.
TRtrcTlIL nq(Er
ML IllE
EAICHE)
ITE
lRNryE)
- nu€
s tPuD
REI/O|JnFal
cflrrrEREqN
RE\DUnXrll
@I.'NIEI
oouPtEltot{
GUTrc YAR!6toro/
CUltUt IIvf
IIAIEN AOOED
c^r,lrt|s
1s1
707
01
01
3220
3322
10:17 AM
10:49 AM 10:57 Alr
10:50 AM 8/76
8/2.t
z0
lESrln stul?(or)A'n
@flrExr(r)
f,ET UNTT
IVT'OHT
(Fcf)YItrl)@NCNEIE
TFJTPE-
MTURE
cr)
RAnffU(s
2
3
4
4 rl2
4.7
4"9
67
72
PROGRESS REPORT
Fisher lteece 6 Johnson ArcJritects,
@PIES Attn: .Mr. Skip Spenst:
6. *J6h*so* Censtructioirt. *t[n : - llriJack-Thonas; Bierbacli Consulting Enginccrs;
Western Mobile;
I
- . :- l''l
J" Hoffrnan T. Laudick
FA.O OBSERVER APPROVED FT
4' -. " Chcnt}Northclrr,lnc
,
REPORT OF CONCRETE TEST CYLINDER DATA
|tlUt,ttlrtFl''GIl,|mnrmt.D|l'.l'nE,,|.'(|||t.tvl-\,tln'm{.!,'{1tnnttlloAl||r.4r'|'t'u|..l|l'Fl'r'Yf,iqo'f.'tl|All|'|''|l!ln'ftr'.ir'6ot|lYtnAitl||nr|.xli'cr,||'',|
4OUr'lt.nO t rrrl.il otloi t r|wg.!un3 lJrt- ra.n lo to !t r'r||1r|i;,
I ,-rg.' .. ,-l ijiiilr.-. of cooconrr
..rn lro. CltllJ a./CO
rh,||L" l^9!H. ..{ :.r-dhl.
TO; VAIL VAl,l,l:Y MIjDICAL CllN'Il:ll JoU No. 4 424 90 DAIE: 12-6-90
Attn: Mr'. l)tn l.'ccncy
lSl Wcst lrlcadow Drivc IIALY REITOIIT NO- SHEEI I Ol" 2
Vai I CO 81657
^Jvorcu
No.
PRqrEqT Vai. I VaLlcy lr'lcrlical Ccnter' P;rrk irrl1 .structurc, V:ril, Colot'rtdo.
PU\cCMsNr Loc^tioN:
Deck Topping, Third Level of Parking structure, Line c to E, Line 3 to 4;
ITATCI{ TICKET INFORLIATION:
supruEx ltlcstern Mol>ile muc,1 lto. 44 trcKfi llo.01 S304ux=q*lc4 *.ttl;tt cu. yo.8:"
rME Brc,tE' 8:44 A.M. nME lnnmD 9:00 A.M. nuE Pt/^cs, 9:10 A.M.
FIEI,D TTST'ING INFORM^TION:
lluE TEsr rA(EN 9:30 AM sruup
JOo SP€ClFloAnOl|s sr.uuP
4% W. arn cornEr 5.0:wLT uMr wrjct|I --
ht. in coNTrjrr .1 WAILn AfrD[D At sIrE
pcr. s^!Pu. lfuP. 7ooFxn rorr'.25o]
17 c(t|. nO,l^RraS:
cYuNoE,r rNf,onn TroN:In. oF cjyrJuDcns (r r..'l lltpF t ,{itzf (r[ x l2rr Ut: (:n l l)rtt:i cJ\57 \ntljtu c,^: On-Si tc
cuRtNc tNFoRtt TtoN:
IMIUL CUIE 24hrs. On-Sitefls' sroJucE FrCtUllLs
oArE smt|'Psf L2-7-90 F/: J. Hoffinan
Under Trailer
nIl!\rlxs:
ulN.,/t{r,)(.D,\ltnlUE rrf r.,^&1 2-7- 90
ilcEul5 olE
lEslf,t
I('r r- l.o t)
(uJs)
I'lAUETrJI
(rrrclr|:s)i\filt(:jo. fl.)coup,.fin.
(t'5D
Tn't oF
f n/ctul|l:
cn,llr)['1v/lrr (r
(rr3)
caut|Dr_n
urrrr wlx;l Ir(rtt)
7
7
28
28
28
2a
12-13-90
12- 13-90
1-3-91
1-3-91
1-3-91.
1-3-91
120, 000
123,000
143, 500
144 ,5oo
149 ,500
150,500
[r. 00
6.00
(r.00
(r.00
6.00
(r.0O
2ll.ztl
28.28
28.28
28.28
28.28
28.28
4240
4350
5080
5Ll0
5290
5320
con/shear
con/shear
con/split
con/sp1it
con,/sPlit
con/spLit
nF5|CN stR1rlt(; l 4000 I'sl o 2a D E
rlsTs ttt wxtulofw Pt rsrtortl arlf ol r{r.rx|tl.rrqL ',rnl rilrlrtrrt r3lu r'tnntn t|'rll:6 on[
't613f
llolto
'Jrrt tt|t(,.lrr^l|oll oll llx5 ltsl lltl\ofll |r^? lf tlKM(x], |rJ olllul3.
PROGITESS REPORf:
Fishcr P.cccc .Iolrttson Architcct.s,uvrrl) Attrr: Mr. Skip Spcns!lrlcstcrn l*lobilc
C.11 . Johnson Construction Co., Atcn: l'lr'.
.llck'l'homns; llicrbach Consulting littg.inccts
J. Hoffinan 'l'.. Laudick
FIELD OUSEfWEII APPRO\ED t'Y
Chcn€Northcrn.lnc Cd-rtt'l bel|.-r c|. &rd{L{,
REPORT OF CONCRETE PI,A,CEMENT OBSERVATIONS
At A r.lm]t ?iqTIrGT|t{ rD fr|rxB. It n|rtE a|r or|lfwti. ltl ftfF)nr5 ,,,rt SrrrTD ar nr cofrtxlv-t_ffftnTY cf Gtt d Dct' ]lo Amrnc lDr ron Fn r:,/r-
T[q srarrrr]rrl g!ertrw{r ot rxur.cr! rr.! dr rifo ^.ra c,rn nrr.orrj-o-r{inio'-l0rap -c.n wllu{ /\Pfno/A- 9rf'fJ ru E DaJlqt{! cf ,fn [:tnF B
o0r IrD utltt or}lt ,,tuarclrxll ,E rarD to t| rrllr|l
a i''.- d rl[HtXlr. or rnpcrr
l- r|- Cuillao a/lo
To: y,,111, vALLEy MEDTcAL cuN't'EIr JoB No' 4 424 90 DATE 12-6-90
Attn: Mr. Dan Fceney
1g1 west l"leadow Drive DAILY REPORT No' SHEEI 2 0F 2
Vail C0 81657 lrWOtCE NO.
q8qlEcir Vail Valley I'tedjcal Center Prrking StmctuTe, Vail, Colorado
sllstrffi"nyo6ils
SPEFfrrnO$S: slrrLP 4tl
nD(f.o. #7212 6"7 sk.
Atft cotfiE{r 5%
Fiberrnesh ATEENT TanPER IURE R lrcE 25oF.
IEST
ilo.TRrrcXin IIO(ET
I'Xr.
llllE
EATCHE)
TIUE
ArunE
' llu€s uPtrD
RnrcufiF0l
cDUrmnEgll
RRflT,NOil
@UMM
o0|rPt-Ellotl
lrrfic Y RE
t-o,D/
CUUUIAIII/E
IYATER ADO@
c LLOi6
2 Lt9 01 330!9:15 AM 9:30 AM l0:15 AM 8/32 10
rEsr
N(\
su,lp(ur)
TET UNT
WOCHT
(Pcf)
.NIrD coNcnfiE
TEIPIE-
&\ruRE
cr)
rcl{Aft(s
2 3 3/4 6B
PROGRESS REPORT
Fisher lteece & Johnson Architects,
CIPIES Attn: Mr. Skip Spcnst;
G.E. Johnson Construction, Attn: l"lr. Jack
Thonas; Bierbacli Consulting Ungincers;
Westcrn Mobi le:
J. Hoffrian
HE.D OBSERVER
T. LaudickFf
ChcntaNorths'rr,llrc .' . .-'d-ru." IngrE.. .^n 9ar- .1.
REPORT OF CONCNETE TEST CYLINDER D.ATA
rttU!nllrt'nr'rc'rnto.1|.'4rLI!tF{rt''Dd'i.'|vtvt|||.fnni't,,rfs!,ni!ll'''A.tt|f..ol'tf',l9l'l|l'|[Ff
'r''..'flrfr!',|t!lc.rri|nf,^on.llnl.J3||r'u.nn|c^'xx'noUt,t|.Ftt|...rrn|:|1'M|||'''|ot'|to.,!tt||ll'|,'FA...ounlnlr urrrtSs orlrtt arrrrql,|,os |,|l- r.Jn t.o to tt rr||tri.
r dnr- o. ll..l ilit ilr-- .r co.rrro,rr-
rro [r. Gutl llA l/0O
TO: vAIt VALLUY MI;DICAL CliNTHl JOO 1.rO. 4 424 g0 DATE: l2_4_g0
At tn : Mr. Dan l:cc ncy
l3l l{cst l.tcadow Dr:ivc DAILY REPORT NO. SXtt-T 1 Or 1
vai I co 81657 rllvorcE No.
pRO..JECT Vai. l Valtcy lr'lc<l ical ccntcr Itru'kirrg sl'nr(:tlrrc, viri l, color.:r<lo.
PU\CEMINT LOC4]ION:Walls, Southeast Stair Core, Third Level to Top.
MTCI{ TICKL-T INFOIIIIATION:
sUfruER l{cstern Ilobi lc
!'' nME Ir TOttD
INFORMATION NOT PROVIDED
mucK o.ltcxLT llo.
nUE lrlnrvtD
Mtx DEl;'Gt{ }O.
IIUE PI,ACEI)
cu. Y0.
FIETO TTSNNC INFORM^TION:
TUE TE'T TA'(OI sLUUP
.rOD SPEClnCAnOlls SurUp
pcf. 5Anl'Lf, lElll'.
- c,(l|. nAnARl(s.
Aflt lt)rP,,. I MPSNEIPN NPL{\,9.YJ RE8, N
tN. AIR COMIE Tf I WATLR ADDcl) AI srE
CYUNDEII INFOIIITIATION:
rfo. oF ctt.m :Rs 6 mrrJrE clf On-Si tcr;vt ftlrF r stTf (ttt x lzt'l|Ur: (;n|rtl)rfis crST ___.
cuRtNG tNFORtvnnoN:
lllllu|. curE 0n-Site
E{IE TR|PP[I) 12-5-90
RELD sIOR^GE FACIu|ITS
nr: J. Hoffrnan
Heated
Equipnent Roon
nE ,l rlxs:
o/\rtnltrE Ar wL12-5-90utN.,/MA(
AGE
DAIS
DAIE
lESlIl)
TUr L t.O l,
(u]s)
t[ lrElrn
(rrrcr :5) nE(so. u.)cour'. .51n.
(r6l)
Tn'r oF
1|lACtUnE
cn|ll!)Ut
wl:roa rr
(Llrs)
cnIrDr-n
ul|tr wx;t rI
(r'cfJ
7
7
28
28
28
28
12-11-90
12- 11-90
1-1-91
1- 1-91
.1-1-91
1-1-91
54 ,000
56, 000
63,000
75,000
73,000
73,5O0
(r. 00
6.00
(r.00
6. 00
6.00
(r.00
zti,ztl
28,28
28.28
28.28
28.28
211.28
4300
4460
5010
5810
5810
5850
shear
shear
shear
confshear
conl shear
con/shear
oFJtcN smfirmtl 4000 t'st o 76 r)AlS
rl5ts fir uuturort fl rs,.rrtlil rrrf lrr lrrrrr0.rril qrrtt rFnr,{il rltu lrt.llnti tlt4l:13 otllrfllt{ lK'ltD ,
3O!( l|ll rrarr.lllofl ull lrxs ltst Bulftl lt? l( l'lKwlotD II' olllr-r15.
Cylinders cast by contractor and picked up by Chen-Northern, Inc.
.^orre. Fislrer llcccc .lolrrrson Arclli.tects,
G.lj. Johnson Construction Co., Attn: f.lt'.
.Iack'l'homas; Dicrbach Consulting lingi.nccrs
'l'. Laudick
flEt-D oosErt\trn APPROIGD trf
PRG,ECT Vni I Vnlley Metl.i cn I Centcr l):rrk i rr St nlctu rc, Vlr i I , Col olntlo.
To: vAlt, v^t,t,uy MIDICAL c[NTtiRAttn: Mr. l)an Fccncy
t 8l ltlcst l.lcatlow Drivc
Vai I C0 81657
JOU l'lo. 4 ,124 90
DAILY IIEPOITT NO.
ilwotcE No.
DATE: 11-29-90
sl1titrf 1 0l'-
Core at Lines G-.1, Walls, Erird Level;
I}\TCII IICKFT INFORIIATION:
suprur.R $lcstcrn l,lobi 1c
nuE oArE tD
TTCKEI 10.01 3269 ilX oEstclt tKr.24 cu. ro.
nuE A,lllM:D g:10 p.l'!.
nuo( lro. 100
2:48 P.M.
pct. s^l,lt'Lf ]fuP,68OF .Allt IE!r" 35o+
c,{f. no&\RKs: 32 of 52 Vds
FIETD TTSI.|NG INFORMATION:
lruE rEsT r^r(Elt 3:25 PMStuuP
*)B SPECnCII|OIIS sr.lruP
An @l|rFjrrs" 5 : wrT uMr wuctr -.-
^R
CONrErr I W^fttt ADDo) AT SltE
CYUNOE'I NTORMATION:tn. oF c,.n utDnrs (r x | 2'l Ilul: (;n nlDrl|s c/r''T 3 : 25 P.l\'l $trnE c^sr on-sitc
CUIIING INFORI.TATION:
NIIUL curE on-Site RED srqucE FltrctutlEs Under Trailer un,,/uac o rfnluc Ar wr11-J0-90
tr^lE srf,|t'PED lf-30-90 ttY: J. Hoffman nD,\,lK&
AGE
o^lls
7
7
con/shear
con/shear
con/split
con/split
con/sp1it
con/split
28.2t1
28.28
28,2A
28.28
28.28
28.28
4440
4260
4770
4860
5130
5040
12-6-90
72-6-90
t2-27-90
72-27-90
72-27-90
72-27-90
125,500
120,500
135 ,000
137,500
145 r 000
142 ,500
(r. 00
6.00
6.00
(r. 00
6.00
(r.00
oFJlcN srnfllctll 4000 l'sl o 2n ru15
llsts w tlllrurq|Y nt t|:r.toll | r,rt o, lttrlltrrf-.c fillll ,riltilrtt rr!1, lrtlrrx'i llrlll*; otl|Urin:f- lrclto
S0lli lltlutrr lkltl ut ll1|:; llsr ,{lrnnl |r Y l( fltwlo(o lry olxt'|3'
J. lloffman 'l'. Laudick
FIELD OtjsETilER APPRO\ED IIT
;-,- -FiEIET-TEEe--Johnson Arctr i rc ct s,ttt'"t Attn: Mr. Skip Spcnsf;lyscgsr:n 1lo5itc
6.11 , Johnson Construction Co., Attn: lrtr,
.lack'ltomas; llierb:rch Cortsulting linginccrs
Chcr:trNorl.hcnr,Inc '.rarttv, l^llb.. n.n :<l?nr.r.
REPORT OF CONCRETE TEST CYLINDER DATA
^llUr,'tt.lFfnt.cE'|tof'.|r'ni.lfF'nE!4'.'||F3'|\^\!||'^frnrr|l|'fs|'!.l||r'^ril||lfo''r|x'.tu|l[dfrr ar strttltftai cnrn tFrr6.,rtr/at r.rt || u||ttss orr|]t tntu|Jqt l,ufts l|,n. raJt! t t] to tft f,n|llrc,
I nr-i*- o, rrl ijiriln o, .0.6!r.rr..
tiri tr.. c!(lll^ a/glt
/
. rChcn0Northcnr,Inc
REIJORT OI.' CONCIIETI TEST CYLINDER DATA
ril.4nu.tr''r''GT'xmetr',Ii.I|ln|nr:|'lo|1.'F.''|r^-!.,tt'r|'Yrnt-!|rr:'l'n|ri|1
iorfllr.lll, ufttl-i3 orllt.| fnr^},or lrlr4t l,n. lrr,l l.l, lo rirrrllrrc.
^
.-r*- 6. u.l_Xii! e.-' .. c'6Fir-
trnir ||!. Crl(l tJA a/CO
ntatth', l^*s. .. j..r.-t'.r.
To: vAIt, v^t,l,Ey t'trDrcAL clN'nitl'
n ttn: Mr'. Dalr Fccncy
I Bl l{cst lrlc:rrlow Dr..ivc
Vai I C0 81657
JOO IfO. 4 42,1 90 DATII: 11-21-90
UALY REPOITT NO. 5t.tul-r 1 01.'
r]{votcE No.
PRO.,ECT Vail VaJlcy lvlctlic;rl Ccntcr l;irrki rr11 Structlrrc. Vli. I, Color':rtlo.
1 fron Line H to Line J and onFoundation Wal1s,
Line J fron Line
PT CEMINI LOC llloN:
2
Level 3, Lineto Line 2.5;
'rnucK uo. 49
12:40 P.M.
tt TcH TlcKEr TNFORMATTON:
suprurx Wcsterrr Mobi le IlcKEr No.01 3236 Mtx DEStclt No. llix A cu, '/D. 8
nMe NrrrvtD t2:47 P.M. IluE Pl,/c@ 1:10 p.M.. nuE uAIc|tED
FIEI.O TESTNG INFORMATION:
nuE TEsr T XtX 1:15 PN sLUuP 4N rn. aln cornE,tr 5./F t{rrT uNtr wrJd tr 141.6 pct. sull't.c 'ltMP.62oF.xlt ru/f'. 30o
JOO SPEClFlcAllOtrS s||r/upz_4 tN. .[r COMlOrf3_ q .r w^ttfi ADDU) At snE 4 .ht. nur /fi:,:
CYUN0ER lNFORtrtAl tON:
tfo. oF cilt firfirs (t ltul: cn ll ,rll5 cA5T 1:25 P.M. vntrlttt c.,(;r Orr-Sit:criy11;r)frr slzri 6rl v l2tl
CU'IING INFORI,{ATION:
lNlluL CUIG: On_Site nE srottAcE rrctultrJ Cure Box M|N.,/UAC o^rfnlu|: Ar L,url1_22_90
tr fE sIn|PPm II-22-9O tffr A. Bathke nE! fiXs:
AGE0r5 DATE
lEslU'Igr^l. | 0\u(us)t)t MFr[ll(lnclr[j)A'ILA(so. t.)
cour'. -slR.
(€l)
't'fl'li oF
I.rtrctutr[
cYl nlr)rrl
lYlJCr lr
(Lll5)
C'rl ltt!)l-ll
ufitr !|1 xtf r
(r'cr)
7
2B
28
28
28
11-28-90
11- 28-90
12-19-90
12-r9-90
12- 19-90
12-19-90
105,500
109,000
L36, 500
159, 000
134, 500
L 39,000
0. 00
6. 00
(r.00
6. 00
6. 00
(r. 00
2li. 2rJ
28.28
28. 28
28.28
28.23
28.28
3730
3860
4830
4924
4764
4920
shear
shear
con,/split
con/sp1it
con/sp1it
con/split
oFstc|| srRF||t;|ll 4000 t't'l o ?n ll^ls
tunt lr t.|lrtr^lorw Ft i-'r.tr.tl rtlt ltr rrr:rxlrrr..f. *rill rtti rlrt t rrlu |,llrr'lt' ln{ l:iS ollttrlnt-4 lloltt'
:ou[ lrllotlr|^l|{)rl o|| ltni l[5t lit r\ t rr^? l( I'rKMlr(lt ra onlul3.
PROcftESS IIEPOKIT Sample taken at truck discharge.
l:islrcr llcccc .Johnsolt Arcltitccts,tt-'tt Attt,: lllr. Skip SPcnst;lygs96l.tr lr,lolr.i lc
G.ll. Jolurson CotrstrucLion Co., Attn: Ilr.
.l:rck 'l'hornas ; llicrllaclt Cotrsul t irlg lirrgincct-s
A. Bathke 'f. Liutlick
I:IELD OUSETN/ER A",,ROVED tT
vll\..lr!t| I .|va tl lWl I lr ll l\^' 4rFrlf tq I a{r-. . .6rt tc,t6rt.t.
REPORT OF CONCRETE TEST CYLINDER DATA
To:
'AJL
vALLEy MEDI.AL c[N'rull ,ou *o.ffi'-Attn: Mr. Dan Fccney
1S1 l{cst Meadow Drivc UAJLY REPORT NO. sHEEf 1 0F 4vail co 81657 rrwotcE No.
PRCTECT Vail Valley Ucdi cal Ccntcr. ilarki.nll Stnrctrrre, Vail, Colorado.
PIACEMENT LOCAIION:
Foundation Walls, Level 3, Lines B to E on Grid Line A;
UATCH NCKET INFOR}/ATION:
sUpruER Wcstern Mobilc
NME BAICIIED
rlcxEr llo0l 3178
nuE NrnmD J7;2A
r|a oEsrcN No. 23 cu. Yo. g
A.l't. rDrE PL'rcED 11 :45 A.M.
mrcK rlo. 119
11 :12 A.lrl.
F]EID TESNNG NFOR}VIATION:
nt|E TEsr T/.t<tx ll3QQptr{SLUuP 4k suPtI luln6sop.,vtt rur'.5gop.
rbl. nor^nt(s RO of 1 28 v.l3JOn SPSCtfrAnOilS SWuP 2_4
lt,t.
D't.
llrl colflE {r 4.9: wLT UNII Wtlc}ll J,47 .6 pst.
xR coltrotT 1_-qtr w^rEn ADDU' AT Sm s
12:15 P.M. urrrf c.asr On-Si,tc
CYUNDE'I INFORIJATION:fo. or c,tJNoERs (r rm ;11trnt sur (r x l2tt lluE G^rNDois casT
o^rtnuEArt !f1-15-9(Rtl.o
Insulated Blanket,
sKrn 6E F/rc|tmEs under Trailer uN.,/uN(.
A. Bathke nEu nx&
CURINC INFORMTION:
llllul CURE On-Site
tr^rE s|n|PPE 11-L5-90 IIY|
AGE
uAl€
DATE
IESTTD
IgI t r.o l,
(urs)
DrArJf;|r.n
(rncl |[5) ,lE
(5A. ril.)
couP. -sIR.
('sl)T/I'E OF
fR crutrE
cnilllrf,lwDctr
(rr.l5)
(lflltiDr:R
uMr h'llc| fr(,{rJ
7A
7A
28A
28A
28A
28A
11-21-90
11- 21- 90
t2-LZ-90
L2-L2-90
12-I2-90
72-t2-90
110,000
107, 500
152,000
145, o0o
151 ,000
155,000
6. 00
6. 00
6.00
6.00
6.00
6.00
28.28
28.28
28.28
28.28
28.28
28.28
389.0
3800
5380
5130
5340
5410
shear
shear
con/shear
con/shear
con/shear
con/shear
oFJlcN slRflrc,lll 4000 r5l o 20 fr^E
|tsnl Ul u\|ru.t tofiv nt n:tt|lrrt |,|r lt. rarrtrlrrrf]i rrrrl rtrn f:.^,rl l rrilr' lrtltx)l]:i tltrlt55 olttlt'E" llolto
so{t |rllo.tll^llorr t l 1116 ltst tltt'ottl l{^Y tt l.|x,,lDtD I'Y olllurt'
PROGRESS REPOT{T: Concrete was pumpe6 into the forms,
Sample was taken frorn the purnP discharge.
Fisher lleecc Johnson Architccts,r'vrrsr Attn: Mr. Skip Spensqygtl.rn lrlobilc
G.E. Johnson Constnrction Co.r Attn: lrtr.
Jack'lhomas; llierbach Consulting lingitrccrs
S.. Urton T. Laudick
FIELD OO5E VEII APPROIGD TT
^3Ar'Unu|'|w'{GTr'.'oll'l|,Il'IqfFtNroo|t(.|ll-\,|ln'non'l^'(:Jnr!l'roA..tt|f.o,'ro|'.Iut.F||o.'l'tfior.o.nlrr$rE'c.'rE||'irr6o'rrI|,r|clt'n'rld1ntc{r|r,ovnrrni:..i'.iiit
40t nlnr ur4lJg on.tt l.u^|qjrunl l,[ r,tll! lo lrl lrnl[r:.
| l'ar't' r u.l ilttt Jr.. .t co.'t!'rr-
,.Gn xG CItt lJ a/go
\-l lul tl.|-l \ul Ll tvr I r! rr r\-
REPORT OF CONCRETE TEST CYLINDER DATA
TO: VAIL VALI.EY MEDICAL CDNTDII
Attn: Mr. Dqn FcencY
181 Wcst Mcadow Drivc
Vail CO 81657
JOU Flo. 4 424 90
DAILY REPOTO NO.
tNVOlcE NO.
DATE: 11-14-90
SHEET 2 0F 4
PRo.TECT Vai1 ValIey l'lctlical Ccntcr l)n{king Stl.rrctrrrc' Viril ' Colorado'
Structural Slabt
Li-nesBtoCand
Second Level , connection with Existing Building'
Line 2 to 25r West'
nCKEr t.|o.01 3186uU OtslcN llo' 25 cu. Y0. 8
2:40 P.l'1.
nME Mltl!/@ 2:10 P'M' TluE PWED
lruE rtsr rx(ol 2:30 PI{ sLUuP
.x)O SPEc|ncAnol6 Str,uP ^R
colnort 3-5Iw{-n P:ga1!An cotnE {r 4.6: wEI UNr Iftic}lr 145'3 pct's rl,t-c, IEltp. 6ZoFA,lt 'lurP65oF
wrrr.lrf cAl;f 0n-Si tc
rJl [rrn stzE (lrr x l2t'
0 rE SInIPPED 11-1S-90
o^rtnllrE AT u& 11-15-
c.tltlo[rlu tf wrlcl lf
(t,crJTN'E OF
fll cTUllE
con/ shear
shear
conical
con/ sheaT
con/ shear
con/shear
4350
4190
5230
5440
5230
5590
28. 28
28.28
2a.24
28. 28
28.28
28.28
(r.00
6.00
6.00
(r,00
6.00
(r .00
123 ,000
118,500
148,000
154,000
1.48 ,000
1 58,000
11-21-90
il-21-90
L2-.12-90
12-12-90
12-12-90
72-.t2-90
7B
7B
28B
288
288
288
+ooo PSt o ?n fuE
"lffi;Ji!5
on,"ffE{ rorto
Test was taken before the addition. of super plasticizer'
i*pr"-".t iaken at tnu tt%
t T' Laudicks-:-ull3l.--,, APPRovED w-;ffi-il;'Iolrrrson
Architects' .
coPlES' ;iiil;: rir :' skip. spensti lrlc^s,tcrn llobilcvY.,-- AlLtl
G'E' Jolrrrson c:1::*.h co'sultirrg Ilngtrlccrs
Jack 'ltornas; BicrDa
m'l'.;'U*!f'1ff;f#lj'U;'fij xrn t o to ttt trtttttrtc'
-
^ '.-.- " u'l lllll lgntt o' "'rF r-
.: t- l| ' CItt lJ 'ro
I
REPORT OF CONCRETE TEST CYLINDER DATA
TO: V JL
Attn:
181
Vai I
PRO.,ECT
Joo l'fo. 4 424 90 DATE; 11-14-90
DAILY REFORT NO. SIIEET 3 O}'
$wolcE N.O.
Vail Valley ltlcrli cal Ccnter Structurc. Vail. Col oraclo .
VALLEY MEDICAL CINTIR
Mr. Dan Fccncy
Wcst Meadow Drivcco 816s7
Structural Slab,'.Second Level, Connection with Existing Building,
Lines B to C and Line 2 to 25t West.
BATCH NCKET NFORI,{ATION:
sUppUeR Western Mobilc r1t/cr( 10. 49 Tlo€r.M,.O1 3lggMlx oEstcN |to. ZS cu. yD. g
nuE B lEtttD 2:46 P.lrl. nME lt|tnrt/FJ, 3:00 P.M. Tl|rE PLrcg' 3:30 P.l.l.
REID TESIING INFORMAIION:
nIE TEr r r(EH 3:45 PM sLuuP 9 H. ,rrn corflE'fr 4.27YL:t UNIT WEGtlr 747.Spct. s^lrt'L[ TEttl'. 65oFaH ]trlPssoF'
lN. An CO||TO|T 3-5IWAIER ADDE, AT SIIE ftor. no,t{n<s: 32 of 48 VdS
CI1JNOER INFOIIMITION:
txl. oF cYljlroF-Fs 7 r,nl{)Ft stzfi (rrr x l2rr
CURING INFOR}IATION:
mruL CURE On-Site RtlD sron cE rrcrlnrEs Cure Box utN.,/r,rNc 0 IEltluE ar ut 11-15-
o{lE SlRlPPtD 11-.15-90 ItY: S. Urton EEtt rlxs:
TN'F. OF
ftuslUnE
con,/spli.t
con/split
shear
con/sp1it
con,/split
con/shear
5090
49s0
5590
6.100
6370
64bo
28.28
28.28
28.28
28.28
28.28
8. 28
6.00
6.00
6.00
6.00
6.00
6 .00
11-21-90
11-21-90
7-26-90
72-1.2-94
72-12-90
L2-L2-90
144,000
140, o0o
158,000
L72,500
180, 000
181, 0oo
DFJTCN SlRftlclll 4000 t'slo26 ]}^E
n.s|s tt urxtr^tofiY fltr./tlt{l artt |tl ,artr{rvtil tllll rttrl r7'tt f rslu rllllttti l,'rl |:i3 OII|UwE{ llolfo
':nr.t ltr ulratlorr oti
-iirr:-itsr-rnnonl u Y rt rltwtttto Itr ollll'tt'
PROCRESS REPORT: Test was taken after the addition of super plasticizer.
Sample was taken at the truck discharge.
F,3,buJ;3&'^R *r^J*o--1i9t'*
Fisher P.eccc Jolrnson Arcltitccts,r'unL) Attrr: Mr. Skip Spcnstylcstcrn Mobilc
G.8.. Johnson Constructiotr Co., Attn: Mr'.
Jack'Itromas; Bierbach Consulting lSnginccrs
7c
7C
tzc
28C
28C
28C
4ourtln,, UrlJS on{t lnnlrru/un3 xlt rJn l.o lo lll lr'lllr|;
^ ".-ii' ., u.l iiiflc.-. c .r,Fi..
littlr rb. cLtllJ^ r/eo
ffirn'rcrxoG'irt.|!ltt,t|'ni'.on|t^'':3lh.t'''nA.iIr|r..'lrdl.'u|.-|n.,!r'tffor.imcl|rt'|.\l,{',,,|rlt||l
lb'|rTn.|Iir,.
t...lr3/lrur,tt.m'tl|,.r'6o'rirlrctt'in{dt|'lct'DDr|or,nor'l''iii'.r:''.iii.:'i
. t'-ttEttgl\UInCtn.lllC crr,|l| ar|.h.rt a{ g.k{ra.
REPORT OF CONCRETE PLACEMENT OBSERVATIONS.'''
Tot vArL vALLEy MEDTCAL cINTERAttn: Mr. Dan Feeney
181 West Meadow DriveVail CO 81657
JOB NO. 4 424 9n
DAILY REPOFIT NO.
N\rc|cE NO.
DATE 11-14-90
SHEET 4 OF
a
PROIECT Vail Valley Medical Center Parking Stlrcture, Vai1, Colorado
Western SPECTEAIP|ISs lltllllP 2rr-4rr
^||t
GO?{lErr 4%-8%
||rgE I TEIPER^IURE RANoE 25O - 45OF.slrPPun Mobile . uxr LtL f 23
IETl{L Tnlrc|(ln IrcXET
ilo.TTE
EATCHTI)
nuE
A'TEY[I)
'ru€
s uPrE)
RnOUnnfl
c(x.mfERroo{
REVo(r'rXl{O ,lrIER
couPt-EIloN
GI/EC YAGtatt/
CUUUI.AIIYE
UATB TODEDe{ut.s
1
2
3
4
5
100
40
180
54
119
01 3159
0t 3162
0t 3164
01 3165
01 3168
7:04 AM
7:38 AM
8:00 Al',1
8:25 AM
8:57 AM
7:28 AIvl
7:50 AI{
8:15 AM
8:40 AIrl
9:15 AM
As Req
As Req
As Req
As Req
As Req
ns neq
As Req
As Req
As Req
As Req
8/t28
t6/ r28
24/r28
32/r28
40/t28
10
5
5
5
8
TEST
HL su,lP([r)AR
cor{ft}{r(r)
TEr U||r
LECHT
(FcF)
llE.0 ooircRElE
IEUPE-
RAIUR€
cr)
fflrARI€
1
2
3
4
5
3
4
3
J
sl4
rl2
Ll2
PROGRESS REPORI Samples for slunp only were taken fron the truck <lischarge.
I;i.;her ltecce & Johnson Architects,"COP|ES"TIin: *Mr. :siLip- spenit';, ., ., -
G.E. Johnson Construction, Attn: Mr. JackIhomas; Bierbaclr Consulting Enginecrs;
It/cstern Mobi le :
i -. - .-- -, -'i : rprrtnr!.'.', Iirl t
S. Urton T. LaudickRED OBSERI/ER APPRWED F/
a|| A ll]|u& FlEl"clDl t, d.t"xtl ItE nnt tf, (lll.tt AI rrt(trrf |,tt ltr.rltD ar nr: cofrf,r{lut tno.rrlTl f dn o [t{ri ^rD
arDr'tt,rtlr{ 7r! rfi E -nFl (r i|a|'rfr(nl cor|trulor! (n rrtFc,|! t'rf frl if^.{rirrc olll at'rrr B rEItlf) pt oaF q,n mtrnl t'?noy& sAFul III E o(Fq0 or ffu tEnr€ Eoutt€ttD ur,Jr o||r, ,r .Irrx[ ,rf, ,rtID fo ra rrrna
A irr.- r r{TiiFlrt .. .rrp,r.
t 'r 15 GLllaa VaO
/I.'.'j..'r]..i-';,.:.:]'1,1;.:...l.,.f:.:':'.')...,.'..'.''.''.^.--'..r.'"/1:.T.
MTCI{ TICKET NFORITATION:
supruffi $lestern Mobile
NUE EAIGIIEI)
FIELD TTSIING INFORMATION:
TtuE TE5T 11g6'1 1 0 : 3 7a: agu" 5
JOB SPECtnClnOlrs stuuP 3- 5
lyqa 19. 1L9 TCKEr No.
9:30 am nuE R1TwE)
'nELlq trll*r .d, 3.1-lLl.
JOO NO. 4 424 90 DATE 1-25-91
UALY nEPOt{T NO. SHEEI 1 0F 1
ItworcE No.
01 551qrg sgslcp No. 1212 cu. ro. 8
10:03 an- - nuE plrcE) 10:10 an
tN.
tir.
Aln cornE rS . 5
AR CONTBTT 5 -.7
CruNDEll lNfOllMATlONl
rrr. oF cin nrDFFrs (r rin DroF,r srTti (>tt x l?tl l|Mt: rn tNDrns c.JLsT
CURING INFORIT.IATION:
N|luL CuttE: On site
$TE 5IRIPPED L-26-9I
OESICN STFE}IGIH PSt o 20 ruls
RAr' fi'MCE FlCtUnES curebox
rr: F. Potvin nE|lvlKst
r5nl ff t^Xrt lo|nl Fl ntarnnl rJ|r ||t ralrnuvr!: *rr'| rFnr/flt ^nu
x].tlxxt'i ltfrtl:g ollll-lTllltf llolto
30r|t llfutlr lloll oll ltlls |LSI lltl!{tt lraY t{' I'lxMlJ(o IJY ollll l'
(r'cr)
PROGRESS REPORT:Sample obtained from truck discharge.
Frank Potvin
FIELD OU5EFIVER
T. Laudick
APPRO\GD TT
|lAUtml{Fir'tGFtme|r|.I3nrn'rE^'|oo'ia.|!,t.l'|t1|''tlnlt,,rfl|FrG||'oA.i[r.o|'W'|'w.ItfYtn|Y(r.t,'c|frn(,,!'[|,^ibI4o'.trl!Alf|.'''ls.qo'E|tlil'6o''xt|A:!t'|FIt'nllG^,|l''',orr,r"r.ro'il.r.i;.'iii:'iqounlrD urru.s3 otw-i,iutqJ,rrnl tlt.,.fitl|t to l'| r${rtrc.
^
n-'.- .. u.lijfflls-.. .. Go.,rar..
?.,ri lr, CYil IJA a/eo
Chcnt)Northenr,Inc
TO: vAIL
Attn:
181
Vai I
PRGJECT
VALLEY MI]DICAL CENTIR
Mr. Dan Foency
West Meadow Drivec0 816s7
Vail Valle
REPORT OF CONCRETE TEST CYLINDER DATA
Ivledi cal Ccnter l)arkirrg Stnlcturc, Vai l, Colorado.
Lobby, slab on grade; sidewalk and driveway islands ll2 and #3;
: wEI UNII W8ClIr140 . 7 pct suPLf,. lElIP.
jr WAIER ADDS) AI slIE 0 Col. nEl^RXS:
IAN./rt x52/7S oATVT|ue AT ur&1-26-91
Sj xn fE .P..15
3
mrr.'tr .,\tT On-.51 tc
con/shear
con/shear
cpn/shear
shear
colunnar
con,/shear
7
7
28
28
28
28
5800
3820
4740
4690
4920
4BBO
2-t-91
2-t-9L
2-22-9L
2-22-9I
2-22-9t
2-22-9t
107, 500
108,000
134.000
132 , 500
!.39,000
138,000
6.00
6. 00
6.00
6.00
6.00 ----
6.00
28.28
28,28
28.28
28.28
28,28
28.28
Fisher P.eece Jolrnson Architects,r"vnLJ Attn: Mr. Skip Spcns!ry"r1orn MobileC.li. Johnson Constnrction Co., Attn: Ilt:'
.Inck Thonas I Ricrbach Consultirrg lingincers
Vail Valley Medical Center LtrTTER OF TRANSNNITTTAL
TO
181 West Meadow Drive
Vail, Colorado 81657
303-476-2451
Town of Vail Building Department
75 South Frontage Road
wE ARE SEND|NG you txhttached
tr Shop drawings
tr Copy of letter
E Under separat€
Prints
Change order
E Samples
Resu I ts
the lollowing items:
tr Specifications
colrcr via
!
tr
E Plans
E Test
VAIL VALLEY MEDICAL CENTER
PARKING STRUCTURE
coPrEs DATE NO.DESCRIPTION
1 L/21/91 Q!e1 Northern Inc. - Concrete test results- 28 dav sf.rpnoth
i L/22/91 ll tl tl ||tl
1 r/23/9t tl tl tl || tl
l.L/25/9t tl tl tl ll|||l
THESE ARE
tr
tr
tr
D
D
TRANSMITTED as checked
For approval
For your use
As r€questod
For review and commant D
FOR BIOS DUE
! Approved
tr Approved
I Returned
as submitted
as noted
for corrections
tr
o
tr
Resubmit-copies for approval
Submit- copies for dislribution
Return
-corrocted
prints
19--- tr PRINTS RETURNEO AFTER LOAN TO US
REMARKS
,,nn o, ,-kVoL,"+ .
COPY TO
tt .nclo.ura. rr. not .. ,tot.d, taindty nalily u. .t o,rc.. Jean MOWgf fOf Dan Feeney
Clrcn(?Northcnr,Inc
REPORT OF CONCIIETE TEST CYLINDER DATA
RtsD FEB 2 ? leel "1"i"ffi;it6i;
rE3 2 5 1991
To: VAIL vALLEy MEDICAL CENTUR Joo No. 4 424 go u TE: 1-21-91
Attn: Mr. Dan Fccncy : -
l8l Wcst Mcadow Drivc DA,LY ttEPOl{T NO. SHtL-T-.1 or 1
Vail CO 81657 twotcE No.
PROTECT Vni I Valley l'lcdi ca I Ccntcr lt:rrkinu .Stnrctrlre. Vail. Colorarlo.
Lower Level, Slab on Grade, Lines B to C, Lines 2 to 3;
BATCH TICKET INFORII{ATION:
supruFr Westcrir Mobi le
nuE [AIclttD
ncKEr lp. 3487
ny6 aspr6p 11:40
'flrLfct( uo. L1,7
11:23 am
utx oEstclt Mr. A cu. lo. I
an ttuE pllcg 11 : 4 8 am
FIETD TESIING INFORMATION:
nu€ TEsr TrXg{ 12:01am3LvuP 4,
JOo SPECnCAnOl{i surlP
A,n @lnE r T . F vttt uNrr wuctlr 137. 8
,R coNTR.rr T WAIE,T ADDIIJ AT SrrE
p€t. sIrrPLE lEt/P. 66 Alr rE[P. 20
cdt. noreRr(s: 8@40 of 4OvclJ
CYTJNOE'I INFO'IM^TION:
tto. oF c;yl.nr]Fxs (r riyt n{rnl stzr (rrr x l2tt !f uf (in lrllrrns c sT I2:II mrr.IE c^51 On-Site
CURING INFORITAIION:
tMru! cuRE: 0n site Ro.o sTon^c€ flc[flLr Heated roon uN../r{Ac 62/ 6,SotTti.trye tr vs"L-22-97
UAIE SnFPg, 1-?)-<t1 ttY: f A.tnmc REl| RKSs
/sp1it
con/sp1it
con/sp1it
T/I'E OF
truflunE
3040
3200
3930
3930
28.28
28.28
28.28
28.28
28.28
28.28
6. 00
6.00
6.00
6. 00
6.00
6.00
86, 000
90 ,500
I-11,000
111,000
7
7
28
28
56
56
1-28-91
1-28-91
2- 18-91
2-18-91
3-18-91
3-18-91
4000 r'sr o 20 tl^E
||5ls ttt t puro(t r'l lr,.to4l ,tr] ltl artr.llrl,r4f. niDl at'ri rrll t' l'lrv-ltttln'r: llrll l:i5 oltll rrvrif' tloltD
SOi|L ln urrl^l|()lt oll llltS tlsr'nlloall uAY lt I'tl(tl{t(o ItY oll|Ln9'
Carolyn Adams l'. Laudick
FIEI.D OTISEfVER . APPRO\ED T'f
cop,Es liiif " ilil'3u ii"l],1:Lt;i:'**'"'"ur, "G.E. Johnson Construction Co., Attn: !|r'
Jack 'ltomas; Rierbach Consulting Dnginccrs
.3A.,un1r|r.i'rqGn.mdr'm.nqFIiE|}mo[t'tvt-\,||n.F.Ftls|'!:3tnif||rDA?l'|f.o'rrt,rr{^J'||6Fn'Y(r'nc|I.'dirrr'tltlt|.'''3.c.'r6lE|'|3o|t'xt'tts''t.'if.nnlG^ttl''noun"r.x,iij.;.J.iiiiiin,i.rr^ntrile-oun.t..ou6lnD urntls srl|rl f,|r|r|r.vu43 ,n1 rrnlo lo ll tllllllllc.
^
rr.-ir- .. trli-tijT'1".-. ., ..,ig.ir..
t .ir trc C|.allJA a/to
Chcn€Northcnr,lnc ',.Fll,it lr9LE. .Fl 5.1-lr.r.
REPORT OF CONCRETE TEST CYLINDER DATA
.3AuunW''r'|i'[GE'.mf'fxILnrn'[E^,|oG,i3'|vt1r|tnlmmsrnr!tirr.|l'oA..Ir.o|'rf[ru|fl|od'rlY(r.'nc|[|oi,'|o^'l||inlAmr||li|firl.
'|o'tlFlf^'f|f''.'3co|'Glt,il'6o||'xtrr.;ts.'r'qdtE|lu,||,t'{'".,u",.'..xTi.i'.iiil't40s.\tnD urilJ]t olllt.| ,arqtsrual |,r( ,.'al lo lo lrl llLll|lrq.
I ".-t '' , u.ljjiii-1v.,. .r c.''?-'r..
t .n ||, CIEII$ a/CO
TO: VAIL
Attn:
181
Vai I
PRG'ECT
VALLEY MEDICAL CENTER
Mr. Dan Feency
Wcst Meadow Driveco 8t6s7
Vai1 Val.ley Medi.cal Ccnter:Parking
Jou No. 4 424 90 D TE:- 1-22-91
DAILY REPOI{T NO. SHEET'I OI'
lwotcE No.
Structrrrc, Vnil, Colora<lo.
PIACEMENT tocarlofT"offi.c topping, Second Level, Line B to Line C, Li.ne 2 to Line 3;
MTCII TICKET NFORI,IATION:
supruEn lrestern Mobilc
l|UE TI^ICIITD
n6661 1p. 3489 MX DEsrcN L3lt n/tto"fu.
to.
nuE
^|mrv€D
10:05 -an nl|E Pl.,ACg' 10: 18
rnrrcl( No. 105
9:35 an
8
an
FlEt"O TESIING lNFoRl,lATlONl
IIE IESI T r€l 10; lf,gIIFUruP 44 tN, NR colnErfi7.3:wEr UNr woclalf j6.d, Pct s^nPlf, lElP. 52 A'lll lBrP' 15
Joo SPECIEC nOtas $tuup tN. lrR CoNTorn tr W\rEn ADDE) AI 5m (kt, ROIAFK&
CYLJNOEII INf ORIYTATION:
rrr. oF c.'njrrlF.Rs (r rln rlrDFn stzE 6rr x 12tt 'IUr ('n TNDTRS caST 16. g3 am wxrn[ otir 0n-.Si te
Insul atedsToIlAcE fr'GltmEs inside
C. Adams
CURINC INFOR},IAIION:
tilrrul cune on s ite
rAlE srRfPPs, I-23-91
box
building
nsrAnxs
utN../tu,x.s4/76 o^ItnrG
^T
lrIL 1-23-91RELD
ttY:
AGE
uAl€
DAIEfisrtI I(tr^l to D
(uls)
DrAnflr'Jl
(ll'rq [5)A'IEA
(so. rrt.)
couP. .fln.
(t st)
T'PF; OF
Hr^gtutG
CAUND['I
wlrca rr
(trrs)
cYUl.rof.nur{r un){;| fr(r.cr)
7
7
28
28
28
28
t-29-91
t-29-91
2-19-91
2-L9-91
2-19-91
2-19-91
90,000
92,000
118,500
121,000
120,000
119.500
6.00
6.00
6.00
(r.00
6.00
6.00
28.28
28.28
28.28
28.28
28.28
28.28
3360
32s0
4190
4280
4240
4230
shear
shear
con,/split
con,/split
shear
shear
DESIGN SIRE}IGTH PSt o ?O rl^ls4000
Iu'IsB.t,lx'uro|TlFt|ts''||nl|,rr|'lr,:d|(l^'|cf,a|[t.''|'||l}.lf|stul4r|n|'iln{|3lo||||',rt$ir}o|l'DloLt Il, utt.^lloll oll llttS ll5r trtl!{l UAY ll rmwvJtl' uY olllt'|3'
@adynixtruckdriverwasadvidedofthelo1.'concretctemperature
and the high air content.
Fisher P.ecce Johnson Architects,uunL) Attn: Mr. Skip SponsQ;ys51srn Mobilc
C .ll . Johnson Construction Co . , Attn : lutr .
Jnck'ltomas; llierbach Consulting lingrinccts
Carolvn Adans T. Laudick
FIEI.D ObSEfWER APPROVED TT
TO: VAIL
Attn:
181
Vai 1
PRGJECT
VALLEY MEDICAL CENTER
Mr. Dqn Feeney
Wcst Meadow Driveco 816s7
Vai I Valley Medj.cal Ccntcr l)ark i. n g
JOO NO. 4 424 90 D TE:- 1-23-91
DAILY REPORT NO. SHEEi 1 OI:
INVOICE NO.
Str.ucturo, Vail, Colorado.
PucEuEt'tT-s6itoN: lower Level, slab on Grade, Lines C to Lines B, Line 3 to Line i;
OATCH TICKET NFORI'^TION:
sUpruFfi Wcstern Mobile tnuc6 lto. LI7 ncKEr Mr. 34gg MIX DEstcN po. 4 cU. yo. 8
nuE DATctlEI) g:15 arn nME AAtrN€D g:42 am -- ]%
An colfiEl{I 5.6:vJEr UNII WEGIII 742.6 N. sArlPt'c TEltP' 56 A''ll lt')lP' lq
AR coNTstT Iw rEn ,cDDtD
^I
strE ftt nt}|tIs:_qq!_qllglqt_
FIELD TLSNNG INFORMATION:
llME TEr I r(tX 10:50am SLUUP
JOo SPECmCAnO]|S sullP
tN.
tN.
5\
CYLJNDE'I INFORI,IATION:
tro. oF c;rtjltDF-Rs (r r,Yl.,lftrFn stzE (t" x 1.2t1 ltuE cn lNorfis {:J\st 10:40 am \wEnE cA:iI on-Si te
CURING lNFORlli\TION:
tfirluL GuRe 0n site
o rE srn|PP|rD L-24-9L
ntut gnllr 6E F,rctunEs l{eated
rr: C. Adarns
Bui lding SN../MA,(.
NE'TARKS:
o rtnrrE er r,ur. 1-24-91
AGE
o{15
IIAT€
IESIE'
IOTAL LOAD(rr5)I'l^rrCIFI
([rcl [5)
'IEA(sa. ur.)
cor|P, .5Tn.
(Psl)
T/PE OF
fiucrunE
6.rUNDgt
wf,rorr(lrjs)
crtDlo[nurtr w|](llt(r'cf]
7
7
28
28
28
28
1-30-91
L-30-91
2-20-91
2-20-9L
2-20-91
2-20-91
99,000
97,000
L27,5@
125,500
123,000
I-22,000
6. 00
6.00
6.00
6.00
6.00
6.00
28.2t1
28.28
28.28
28,28
28.28
28.28
3500
3430
4510
4440
4350
4310
shear
shear
shear
shear
con,/split
con,/shear
oEStcN SIR€llGn'l 4000 PSI o ?d r)^\€
ttjn! Bf tflrcn ldnr rl n*at|ttn Nlf |ll rrrFltr^r{f, wllrt ,rr'lrrlrf, lnu lrllli)tn l||{1:i5 Oltll,'ftfl3E Inlto
3OU( 0X (,.lr|Allotl olt lnE lLsl tlll\oatl rY lf Inrrvlt)(t ltf olttl,||3'
PROGRESS REPORT: Sample was obtaincd at the truck discharge.
Fisher Reece Joltnson Architccts,uurrr'J Attn' Mrr. Skip SpensQ;r1qr1.rn Mollilc
G.E. Johnson Construction Co., Attn: ltr.
.Iack'I'lronras; Rierbach Consulting linginccrs
Carolyn Adams T. Laudick
FIELD OI]5EJilER APPRCI\IED trf
ChcntlNorthenr,lnc 'r'{llr!t b!ls. n6.t Ll-lhr.
REPORT OF CONCRETE TEST CYLINDER DATA
rt^U|mW.rrniIYG1tt|riDct'[t!.D|'F|t|tE^,|oG'|t'|vf\',tlnr'{'frrr'!:3|nnt|''|'A..Itrlo|'rf',lt{...To.lEn|.td,m
'loxl'sl^ffu',r''i.rEllrl'6oiIx|'A:||liF||l.'t.{r:^,||)'',ourer'nl,irr'.r'.iii.i.iin,irirrrrrroo-on|l|t||lt'|A,.:ovt ttttD lrrrrlJJ oltlf, llF|rqrrufl: .rnt ,frll Ll, lo lrl h.,nr|||c.
| ,Eit- !. rrliliii-lc..r of cor4crrr
t..r r.. crf,llJ^ ./lo
Il