HomeMy WebLinkAboutVAIL COMMONS CITY MARKET ASPHALT TESTING LEGAL6\il.-b$rc\
ASPHALT
COMPACTION,
TEST REPORT
cLr€Nr: WARNER DEVELOPMENTS. lNC.
P. O. 80X 958
AVON, CO 81620
CTL/THOMPSON, INc].
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
DAIE' 10/30/96 JoB No. 02OO5
REPORT NO. I SH€ET I OF I
suBJEcr: VAIL COMMONS
VAIL, COLORADO
ASPMIT PAVING
r ) MAXIMLT\4 DENSITY OBTAII\ED FRqvI MIX DESIGN
Mtx rypE: CX w1o: AM O-5
spEclFtcAlor{s: 95 to I 00 % oF MA;TMUM MARSI{AIL
TYP€ OF EOUIPMENT ANO NUMBER OF UNITS:II PAVING LAY DOWN IUACHINE
3) TANDEMS
I) VIBRATORY SMOOTH DRUM ROI,LER
PROGRESS R€PORT:
DURING IHIS VISIT IHE AGGREGAIE EASE COURSE |{AD AITIIN TAYER OF ICE ON IHE SURFACE. AT IHE START
OF PAVING, T}IE ICE MELTED AWAY QUICKIY. ITWAS IHEN SUGGESTED IO IHE CONIRACTOR TO REMOVE THE
SURFACE MOISTURE PRIOR TO PAVING.
I tl oua oantor coupAcnon MGETs sr€crFrcAno 3 Aa rrorcar€o ry oua olsavAlrorra aflo rElr No.(ar 1 , 2, 3 & 4
LJ l?l ouR oArlox coMPAcllofl oocs r{or uccl sp€crHcAlroxa aa trotcarED ty ot.n oEscnvAnofls Axo rE6T ]{o.ts,
[} corrnecron'rrcuErr's REnREcET{rarwE aovrsE): RICH SEltl WIIH WARNER DEVELOPMEMS, lNC.
acopc oF osaERvanoi: DFut!nMG I nenoorc. or cetl rear
SANDY THIEAUTT
FI€LO R€PRESENTANV€
THIS R€PORT PR€SEIITS OPI'IIONS FORMEO AS A NESULT OF OUR
OSSERVATION OF ASPNALI PLAC€MEtlt AS WEL! AS TllE TSSTS SHOI'I,/N
AEOV€. W€ HAVE RELIED UPON THE COi{TRAC'OR
'O
APPLY THI
NECESSARY COMPACTIV€ €FFORT TO ACHIEVE SP€CIFIEO COMPAC-IICiI
OURING TIMES WHEN OUR OBS€RV€R WAS NOT PRCSEI{T, AI{D AI
LOCATIOI{S OTHER THAN THOSE TESTEO. TEST OATA ARE t{OT THE SOLE
BASIS FOR ONNIONS O WHETH€R IHE ASPIIAT MEE S SPECIFCAIIOiIS.
CTI,/THOMPSON, t C.n[h.- U"*'.;-f -AppRov€D By DAN DOWNING, FIEID MAIIAGER
r€sT
t{o.LOCAnOll
SELOW
FtrtsH
onao€
tricH€8
LIFT
THICK.
1{ ESS
INCH€A
MAX
DEt{S|TY
PcFl
FIEIO
octslTY
PCF
coM-
PACTIOI{
%
2.O 2.0 148.6 l4l.c 95l5 FEEI EASI OF I\IANHOLE Al
2 2.O 2.O 148.6 143.0 96I4OJEEI SOUHEAST OF MANHOIE A2
3 50 FEEI SOUIHEAST OF MANHOLE A2 2.O 2.O 148.6 141.0 95
4 2.O 2.O 148.6 141.0 9540 FEET WESI OF MANHOTE A2
.ASBHALT
COMPACTION
TEST REPORT
cLrENr: WARNER DEVELOPMEMS, tNC.
P. o. 8()X 958
AVON. CO 81620
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
ANO MATERIALS ENGINEERS
orrt: --10130196- Joa No. 02005
REPORT NO. I SHEET I OF I
suBJEcr: VAIL COMMONS
vAtL, cotoRADo
ASPFIAIT PAVING
TEST
xo.LOCANOT
BELOW
FtNtst{
ORAOE
uacl{c8
LIFTrHtcr.
TESA
It{cHC8
MAX
OEXSITY
PcF
1
FIELOocrStw
PCF
coM.
PACnO?tr
2.O 2.O 148.6 141.0 9515 FEEI EASI OF MANHOLE AI
2 2.O 2.O 148.6 143.0 96I40 FEET SOI'THEAST OF MANHOI-E A2
3 2.O 2.O 148.6 141.0 95SOJEET SOI'ITIEASI OF MANHOLE A2
4 2.O 2.O 148.6 141.0 9540 FEET WEST OF I'IANHOLE A2
NME
i, tx
TEr,lP
F.
AR
TEM?
F.
0914 23t 3!
I100 27C 30
1230 27C !2
1) MAXIMT/M DENSITY
MtX TYP€: CX wND: AM
OBTAINED FROM MIX DESIGN
0-5 THIS REPOFi PR€SENTS OPI'{IOIJS FORMEO AS A SESULT OF OUA
OASERVATIO]{ OF ASPHALI PLACEI,IENT. AS WA.L AS T}IE 1IST3 SI'IONN
A8OVE. W€ HAVE R€!IEO UPOI{ THE COiIIRACTOR TO APPLY THE
NECESSARY COMPACNVE €FFORT TO ACHIEVE SP€CIFIED COMPACflON
spEctFtcalor{s: 95 fO I00 % oF MAxti JM MARSFUAI-I
rypE oF EourpMENT ANo NUMBER oF ur'rrrs, 3l TANDEMS
l) PAVING IAY DOWN MACHINE DURTNG nMEs wH€N ouR oBsEnvER wAs Nor PREsEttr, ano ar
i::ii""i'"?I"fi l.'!il"11?ill-,i'Jl;#iJ'?Ji*:l$ffi :::
PROGRESS REPORT:
DURING IHIS VIS]T THE AGGREGAIE BASE COURSE I{AD A I}IIN IAYER OF ICE ON THE SURFACE. AT ITIE START
OF PAVING. THE ICE MEI.TED AWAY OUICKLY. 1T WAS IHEN SUGGESTED TO IHE CONIRACTOR TO REMOVE THE
SURFACE MO|sruRE PRIORTO PAVING.
Kl tr our oqntox coMpacron MGETa Ep€crncAnol! a! f{orcarEo !y orn oanravano a at{o rElT No.6r 1,2,3&4
LJ ||r OUR OAtrrOir COMPACTTOT{ OO€a ilOT M€Et spECrFrCATrOrs Aa TTOTCATCD lY Oln OlaERVAnOiS Ar{O lE6t iO.tal
Kl corrnecron'grcuEirrs RE RE3€ rarvE aovsEo: RICH SEIH WIIH WARNER DEVELOPMEMS, lNC.
scop€ oF oasERvanoir I FuLL T[rtE [ rcetoorc. ot{ cau taars
SANDY IHIEAUI.T
FI€IO i€PR€S€'{TATIVE apFaov€o By DAN DOWNING, FIELD IilAJ.IAGER
.AS?HALT
COMPACTION
TEST REPORT
cuENr: WARNER DEVELOPMEMS. lNC.
P. O. BOX 958
AVON, CO 81620
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
DArE: 10/30/96 JoB No. O2OO5
REPORT NO. I SHEET I OF I
suBJEcr, VAlt COMMONS
VAIL, COLORADO
ASPI-!AI.T PAVING
NME
Mtx
I €MP
AIB
lE,lP
09I4 23C 3A
'| 00 2.7C 39
1230 27C 42
1) MAXIMLM DENSITY
MtX TYPE: CX wND: AM
spEctFrcAloNs: 95 lo l0O
MIX DESIGNOBTAINED FROMo'5 ru
% oF MA;TMUM MARSI-IAIL
TYP€ OF EOUIPMENT AND NUME€R OF UNITS:.II PAVING IAY DOWN MACHINE
3I TANDEMS
.I} VIERATORY SMOOTH DRUM ROILER
PROGRESS REPORT:
DURING IHIS VISIT THE AGGREGATE BASE COURSE FTAD A THIN LAYER OF ICE ON IHE SURFACE. AT THE START
OF PAVING, THE ICE MELTED AWAY OUICKY. 1T WAS THEN SUGGESTED TO IHE COMRACTOR TO REMOVE THE
SURFACE MOISTURE PRIOR TO PAVING.
[] ni our oprltroit coMpacrror{ MEETB apGcrncaroris A! rirDrcAtEo ay oui oasolvaror{E AxD TEsr ro.(sr I, 2, 3 & 4
LJ lfl ouR oPlfaloN coMPAc'|oll Docs Nol MEET ap€ctFtcaTtofla A5 |l{otcaTED 3y oln otaERvAIoNa aNo tEat ro.t6l
[i cornrcroa'srcu€rr's REpnEsEr{rA]wE aovrsED: RICH SETH WITH WARNER DEVELOPMEMS, lNC.
tcoP€ oF ossGRv^nor: ! FUtL ni,E I eenroorc. ol cA!! sarE
SANDY THIBAULT
THIS REPORT PR€SENTS OPINIO S FORM€O AS A RESULT OF OUR
OBSERVATION OF ASPHALT PLACEM€NT. AS WELL AS THE TESTS SIJOWN
A8OVE. W€ HAVE R€LIEO UPON THE CONTRACTOR TO APPLY THE
N€CESSARY COMPACTIVE EFFORT TO ACHIEVE SPECIFIEO COMPACNON
OURING TIMES WHEN OUR OESERVER WAS NOT PBESENT. AND AT
LOCATIONS OTHER THAN THOSE TESTEO. T€ST OATA ANE NOT lHE SOLE
BASIS FOR OPTNIONS ON WHETIiER TH€ ASPHAT M€ETS SPECIECATIONS.
CTL/THOMPSON. INC.
TEST
t{o.tocaTtofa
AELOW
F|l{tsH
ORAOEI CHEA
LIFT
THICK-
flES3
|lt cHEa
MAX
DETiSfiYPcFl
FI ELD
oEt{stTY
PCF
coM-
PACTTOtl*
2.O 2.O 148.6 141.0 95I5 FEET EAST OF MANHOLE A]
2 2.O 2.O 148.6 '143.0 96J40 FEET SOUN..IEAST OF MANHOLE A2
3 2.O 2.O 148.6 ldl.o 9550 FEET SOTJTHEAST OF MANHOLE A2
4 2.O 2.O 148.6 I41.0 9540 FEET WEST OF MANHOLE A2
FIELO REPf,€S€NTANV€APPROV€O 8Y DAN DOWNING,
ASPHALT
COMPACTION
TEST REPORT
cLrENr: WARNER DEVETOPMEMS. lNC.
P. O. BOX 958
AVON, CO 81620
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
oerr: 10/30/96 JoB No. 02005
REPORT NO. I SHEET I OF I
suBJEcr: VAIL COMMONS
VAIL, COLORADO
ASPI{ALT PAVING
TEST
t{o.LOCAnOt
AELOWFI ISH
ORAOC
t1{ cHE8
I-IFT
lHrcK-
NESS
ttcHEa
D EN SITY
PCFI
FIETO
oEt{srTY
PCF
coM-
PACnOrl*
2.O 2.O 148.6 l4'l .0 95l5 FEET EI\ST OF lilANHOLE Al
2 I4O FEET SOUII{EAST OF MANHOTE 42 2.O 2.4 '!48.6 143.0 96
3 2.O 2.O 148.6 l4l .0 9550 FEET SOUTHEAST OF ]I/ANHOLE A2
4 2.O 2.O 148.6 141 .0 9540 FEETWEST OF MANHOLE A2
1) MAXIMTJ''I DENSITY
Mrx TYP€: CX wND: AM
FROI"I MIX DESIGNOBTAINED
0-5 PM
spEctFtcAlols: 95 tO I 00 % oF MAXTMUM IVI,ARSMLL
rYP€ oF €oulPMENr AND NUMBER oF uNtrs, 3l TAlqEMl
I) PAVING IAY DOWN MACHINE
I) VIBRATORY SMOOTH DRUM ROI-LER
PROGR€SS REPORT:
DURING THIS VISIT THE AGGREGAIE BASE COURSE FIAD A IHIN TAYER OF ICE ON THE SURFACE. AT THE START
OF PAVING, IHE ICE MELIED AWAY QUICKIY. 1IWA.s THEN SUGGESTED TO THE COMRACTOR TO REMOVE THE
SURFACE MOFruRE PRIOR TO PAVING.
[} tn our oarutot coripAcnor MEETE EptcrncaroirE A6 rrrorcAtED ay ouR oasavAnor{s ar{D TElr io.(ar I , 2, 3 & 4
LJ lN OUR OPtNlOt{ COMPACTTOT OOCS 1{Ol M€Er apECtFtCATtO s Aa t O|CAICO 3y Ot,R OISCAVAT|O a A O TEST O.(81
I conrnacrorsrcuGara aEpREsExrArwE aovrs€Di RICH SETH W]TH WARNER DEVELOPMEMS, lNC,
acoP€ oF oasEnvanot: ! FUIL nMc I rearoorc. ox CALL aAata
SANDY THIBAULT
FIELO REPfiES€NIATIVE
CTL/THOMPSON, lrrlC.n
U,-u Uc'-t'';"h
-AFPRoV€o gY DAN DOWNING, FIETD IIAMGER
THIS REPORT PRESEI{TS OPIiIIOTIS FORMEO AS A RESULT OF OUR
OSSERVATION OF ASPXALT PLACEM€NT AS WELL AS THE TESTS SHOW'{
AAOVE. W€ HAVE RELI€O UPOT{ TX€ CONTRACTOR IO APPLY THE
NECESSARY COMPACTIVE EFFOST TO ACHIEVE SPECIFIED COMPACTICi{
OURING TIM€S WHEN OUR OSSERVER WAS NOT PRESENT, ANO AT
LOCATIOi.IS OTHER TIIAT{ THOSE TESTED, T€ST OATA AAE NOTTHE SOLE
SASIS FOR OANrcNS OtI WHETHER THE ASPI{AIT MEETS SP€CIFCAIIOIIS.
ASPHALT
COMPACTION
TEST REPORT
cLrENr: WARNER DEVELOPMEMS, lNC.
P. O. BOX 958
AVON, CO 81620
CTL/THOMPSON, INc;,
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
orre: l0/30/96 JoB No. ------112005-
REPoRT No. I SH€ET I OF I
suBJEcr: VAII COMMONS
VAII, COLORADO
ASPI.IAI.T PAVING
TEST
r{o.LOCATtOTi
AELOW
Frt{tsH
CRAOE
li{cHE8
uFt
THICK.
tlEss
I ilcHES
MAX
oEflstwPcFl
FIEID
D€irsrw
PCF
coM-
PACTIOt{
%
2.O 2.O 148.6 l4l.0 95I5 FEET EAST OF MANHOLE AI
2 2.O 2.O 148.6 't43.0 9614q EEET SOUTHEAST OF I/IANHOLE A2
3 2.O 2.O 148.6 141.0 9550 FEET SQTITHEAST OF MANHOLE A2
4 2.O 2.O 148.6 14 t.0 9540 FEET WEST OF MANHOTE A2
NE Mrx
TEI,|P
AN
TEMP
0914 23C 34
100 27C 39
1230 27C A2
1 ) MAXIMlrlr4 DENSITY
Mrx TYP€: CX wND: AM
FROM MIX DESIGNOBTAINED
0-5
spEcrFtcAlor{s: 95 lo I 00 % oF MA1TMUM MARSFIAIL
TYPE OF EOUIPM€NT ANO NUMBER OF UNITS:.I) PAVING LAY D9WN IUACHINE
3I TANDEMS
.I)
VIERATORY SMOOIH DRUM ROTIER
PROGRESS REPORT:
DURING IHIS VISI THE AGGREGATE MSE COURSE I{AD A THN IAYER OF ICE ON THE SURFACE. AT IHE START
OF PAVING, THE ICE MELTED AWAY AU|CKIY, IT WAS THEN SUGGESTED TO THE COMRACTOR TO REMOVE THE
SURFACE MOISTURE PRIOR TO PAVING.
[l ln our onflror{ coMpAcror{ MGtTr rpEcr'cATtofig aa tlorcarEo By or,n orsavATlotya aro rEET l{o.(al 1,2,3&4
I ilt{ oui oPlillof{ coMPAcIot{ DoE8 roT MEET 8p€CtFtCA'|O a AA aD|CATED 8y Otn OBsEnVATtOtit AftO TESTflO.(81
[] corrnrcroa'rcuEr{r's REpRGsGrirArrv€ aovrsED: RICH SETH WIIH WARNER DEVELOPMEMS, lNC.
scoPE oF oasEivano|r ! FuLL nMG [l eenroorc, or carr aasta
SANDY THIBAULT
FI€LO BEPR€S€t/TANVE
THIS REPORT PRESE TS OPII{IOiIS fORMEO AS A R€SULT OF OUR
O8S€RVATION OF ASPHALT PLACE €NT. AS WELL AS INE T€STS SXOWN
AAOVE. WE HAVE REIIID UPOfl THE CONTRACIOR TO APPLY THE
ECESSARY COMPACTIVE €FFORT TO ACHIEVE SPECIFIEO COMPACI]ON'
OURING TIMES \,vH€N OUR O8S€RVCR WAS NOT PR€S€T{T. ArtC AT
LOCATIOT{S OTHER THAN THOSE T€STIO. TEST OATA AF€ IIOI IXE SOIE
AASIS FO8 OPIi.IIOIIS ON WHETX€R TH€ ASPHAT iIE€TS SPECIFCAIIOiIS.
Appaov€o ay DAN DOWNING, FlEl-D iiAMGER
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ASPHALT
COMPACTION
TEST REPORT
cLr€Nr: clTy MARKET FOOD & PH/qR[rlACY
P. O. BOX 729
GRANDJUNCNON. CO 81502
MIX TYPE: CX WND: AM 0-5
apEctFtcATtoNs: 95 fo 100 % or MA;1MUM MARS|-|IAII
ryp€ oF EourpMENr ANo NUMBER oF uNrTs, I ) PAVING h/!ACHINE
5) TANDEMS II VIBRATORY SMOOTH DRUM W]TH IARGE
PNEUI4ATIC IIRE
crL/THOMPSON, lNC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
oArE: I I /09/96 .tos No. O2O2d
REPORT NO. I SHEET I OF I
suBJECr: NORlll FROMAGE ROAD - VAIL COMMONS
vAlL. coLoRADo
THIS REPORT PRES€NTS OPINIONS FORMEO AS A RTSULT OF OUR
OBS€RVATIOI{ OF ASPHALT PLACEMEIIT, AS WELL AS THE TESTS SHO\A/N
A8OVE. WE I'IAVE RELIEO UPON THE CONTRACTOR TO APPLY THE
NECESSARY COMPACTIV€ EFFORT TO ACHIEVE SPECIFIED COMPACTION
OURITIG TIMES WH€N OUR OASERVER WAS NOT PRESENT, AND AT
LOCATIOiIS OTHER THAN THOSE TESTEO. TCST OATA ARE NOTlHE SOL€
EASIS FOR OPINIONS Oit WTTETHER THE ASftIALT MEETS SP€CIRCAIOI{S.
PROGRESS REPORT:
DURING IHIS VISIT IHE COMRACTOR HAD STARTED TO PA\E BEMEEN STATIONS I6+50 AND 2O+OO. BASE
COURSE WAS FROZEN. THE MAJ(IMUM DENSTTY USED IS FROM THE COMRACIORS SUBMMED MX DESIGN,
K] rr oua oattor coMpacnot{ MEETa apcctFtcATrola As r{DTCATED 8y otn oBriBvArrcNs At{o t€sr o (81 I THROUGH I O
I rr oun otrol coMpacnofl DoEs t{ol M€ET spEctFtcanot{8 as r{otcATg, BY otn oascRvAno a a D TEST xo.(a}
I corrnacroa'srcu€xra REmEsExrrrvt mvrsro, SIEVE W]TH B & B EXCAVATING
acop€ oF oSsEnvaTrol{r ! FuLt nMc I renroorc. or{ caLL aA8r8
SAI.IDY ITIIBAULT
fIELO REPi€SENTATIVE
CTL/THOMP6ON, INC.
'ESTt{o.tocaTrox
AELOW
F$flSH
CRAOE
tt{cHE8
LIFT
THICK.
t{Es8
titct{E8
MAX
DCl{ S|TY
PCF
FIEI,D
oExslw
PCF
coM-
PACTIO?I
%
2.O 3.0 148.6 150.0 loo+grATtON t8+65. INSIDE fitAl
2 2.0 3.0 148.6 146.0 98STAT|ON l9+50 - tNStDE [4At
3 2.O 3.0 148.6 149.0 lo0iTATIC)N I7+5O . INSIDE MAI
A 2.O 3.O 148.6 146.0 98STATION I7+85 . C)IITSIDE MA]
5 2.O 3.0 t48.6 146.0 98iTAnoN l6+60 - Ot tSlDE lvlAl
6 2.O 3.0 'r48.6 142.O 96JTATION I9+75 - FAR OITTSIDE tuA]
7 o.o 2.O 148.6 142.O 96;TATION I6+90 - INSIDE IIAI
8 0.0 2.O 148.6 142.O 96;TAT|ON l8+15 OIJTSIDE MAI
I 0.0 2.O 148.6 144.0 97iTATION I9+OO. INSIDE MAl
l0 0.0 2.O 148.6 142.O 96ilAnoN r9+50 - ottTstDE MAI
lIME
Mtx
IEMP
AIR
TCtr,lP
0910 305 32
0940 310 33
l0to 310 -36
DAN DOWNING, FIEL
ASPHALT
COMPACTION
TEST REPORT
CLIENT: cJ[Y MARKET FoOD & PI-IARMACY
P. O. 80X 729
GRAND JUNCTION, CO 81502
MrX TYP€: CX wND: AM 0 - 5 pv
spEcrFtcAroNs: 95 to I 00 0/6 oF MAX|MUM MARSHALL
ryp€ oF EoutpMENr AND NUMBER oF uNtrsr I ) PAVING VIACHINE
2) VTBRATORY SMOOTH DRUM ROLIERS
4I TANDEMS
CTLITHOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
DnrE: I lfn/ar{ JoB No. 02024
REPORT NO. ) SHEET I OF I
suBJEcr: NoRTH FROMAGE ROAD - VAlt COMMONS
VAIL. COTORADO
ASPFI,AIT PAVING
TIME
MIX
TEMP
AIF
TEMP
no3(.|3lr AA
'r ?oo 3nr A5
I 3nO tol A7
I sno ,a!5l
THIS REPORT PRES€NTS OPINIONS FORMED AS A RESULT OF OUR
OBSERVATION OF ASPHAlT PIACEM€NT, AS WELL AS TH€ TESTS SHOWN
A8OVE. WT HAVE BELIEO UPOTI THE CONTBACTOR TO APPLY
'HENECESSARY COMPACTIVE EfFORT TO ACHIEVE SPECIFIEO COMPACIION
OURING TIM€S WHEN OUR OBSERVEB WAS NOT PRESENT, ANO AT
LOCATIONS OTHER THAN THOSE TESTEO. TEST OATA ARE NOT IHE SOL€
EASIS FOR OPINTONS ON WHETHER TH€ ASPfIALT MEETS SPECIFCATIONS.
PROGRESS REPORT:
DURING IHIS VIS]T THE COMRACTOR WAS PAVING ON THE EXISTING OLD EASE COURSE BEMEEN IHE CITY
MARKET PARKING STRUCTURE AND THE RETAIL SHOPS. EMRANCE NO. I WILI ATSO BE PAVED AT THIS TIME,
1T WAS SUGGESIED TO IHE COMRACTOR TO STOP APPLYING COMPACTM EFFORT TO IHE AREA AT STATION 2I +30
AT APPROXIMATEIY I30 FEEI WEST OF THE EXISTING ASPFIAI.T OF THE NORTH FROMAGE ROAD DUE TO THE
ASPI{AII WAS STARTING TO CRACK.
I rn oua oH ror coMpAcno M€Eta ap€crncAlror{s Aa r orcarEo ry orn oasBvlfrofla Alto tEst t{o.Gl
I I ll{ orrR oPrr|or coMPAcnoN Do€6 frot MEE! ap€clftcaTtotrs aa trorcaTCD 8y otn oSSEivaltot|s al{D TE6T xo.tal
ffi conrnrcroa,srcutr{r.a R€enEsEr{rerrvr aovrseo, CHIP WITH B & B EXCAVATING
scop€ oF oaaEnvanor: EFuLLT E ffi renoorc. or cALL BAaa
cTt ,Tt{oMP80t{, lilc.
SAIIDY IHIBAULT
ll,12. 13&14
TEST
NO.tocaTto
AELOW
FtiIsH
CRAOE
I t{ cl.lEs
LIFT
THICK.
NESS
It{cHES
MAJ(
DEflStTY
PCF
FIEID
DEI{SITY
PCF
coM-
PACTtOt{
96
SIATION 2I +?O I9() FEET WFSI OF
5 30 148 6 l13 n o6FYISTING AqPHAIT .)F NOPN.{ FPr)NTAGF PD
1t
STANON 2I +5O- 90 FEFI WEST OF
5 30 ld8 6 lrl o 95FYKflNG AqPHAIT r)F NOPTI.{ FPOMAGF PD
la 20 .?o lAA A lAAO a7r)F NOPTH FPC)NTAGF POAD
lt
STATION 2I +OO. MIDDI.E MAT )o 30 lAA 6 r 48.0 loor)F NOPTI{ FP()NTAGF POAD
appRov€o sy DAN DowNlNG. FIELD t\rAtlAGERFICIO REPRESENTANVE
ASPHALT
COMPACTION
TEST REPORT
CTIENT: CJTY Ii,ARKET FOOD & PI{ARMACY
P. O. BOX 729
GRAND JUNCTION, CO 81502
spEctFtcAloNs: 95 lo I 00 % oF MAXIMUM MARSMIL
rYPE oF EoulPMENr AND NUMBER oF uNrs, N9[!N!IE-
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
DArE: II/21196 JoB No. O2O24
RGPORT NO. 3 SHEET I OF I
suEJEcr: NORTH FROMAGE ROAD - VAIL COMMONS
VAIL, COIORADO
ASPFIAI.T TESTING
TEST
flo.r.ocaTtol{
BEIOWFI ISH
ORAOE
tf{cHEa
LIFT
THICK.
itEss
It{cl{E3
FIEID coM-
PACNO
96
DEIISITY
PCF
otrstt t
?CF
l5
STATION 2I +30. I 50 FEET WEST OF
EXISTING ASPHATT OF NORTH FROMAGE RD 0.0 .5 148.6 r 44.0 97
l6
STATION 21+50. INSIDE MAT
OF NORTH FROMAGE ROAD 0.0 2.O 148.6 141.0 95
Mrx wpE: CX wND: AM 0 ' 5 er',r TXIS RTPOBT PRESENTS OPINIONS FORM€O AS A R€SULT OF OUR
OESERVATION Of ASPXALT PLACEMENT. AS WELL AS THE TESTS SHOIA/N
ABOV€. W€ HAVE RELI€D UPON THE CONTRACTOR TO APPLY THE
NECESSARY COMPACTIV€ EFFORT TO ACHIEVE SPECIFIEO COMPACTION
OURING TIMES WHEN OUR O8S€RVER WAS NOT PRESENT, ANO AT
LOCATIONS OTHER THAN THOS€ TESTED. TEST OATA ARE NOT IHE SOIE
BASIS FOR OPTNIONS ON WHETHER THE ASPHALT MEETS SPTCIFCA'IIONS'
PROGRESS REPORTI
DURING THIS VFI THE COMRACTOR WAS NOT PAVING IODAY, DENS]W TESTS WERE PERFORMED ON THE TOP
LIFT OF ASPFIAI.T PLACED LAIE AFIERNOON ON I I/20/96,
I rr oun o;nror coMrAcnon M€Gro apEcrFrcanoraa Ag trorcarEo !y orJF ollevano a Arao rEar lo.(El 15&16
f-l rr oun oglrott coMpacrtol{ ooEa tol M€El SpEctFtcAlrors a6 tt{otcArED 8Y oln oBaERvarto a AltD T€ar ro.(al
[} conrancroa'rrcucr{r'E REpnEsEr{rrwe eovrseo: GREG Wl[H CIIY i/!ARKEI
rcoP€ oF oBsERVAflO T ! FULLTTME s rmrOOlC. Or{ CALL BASIs
CTI/THOMF6ON, INC,
'|^ l)rnu.-;nxl}A,tlSAI'IDYTHfBAUIT '-"' r' ' | )
FlEtoRtPREstNTAT|v.-APPf,ovEo8YDANDowN|NG'F|EtDtv|Al.,|AGER
NME
Mlx
TEM'
AIR
'EII,IP
ASPHALT
COMPACTION
TEST REPORT
cLrENr: CITY ITARKET FOOD & Pl-lARii,hCY
P. O. BOX 729
GRAND JUNCTION, CO 81502
Mtx wP€: CX wND: AM 0-5
spEcrFrcATroNs: 95 lo 100 % oF MA1IMUM
rYP€ oF EoUIPMENT AND NUMBER OF UNITS: I )
2) VIERATORY SMOOTH DRUM ROTTERS
CTLiTHOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
oatt: 11122196 JoB No. O2O24
REPoRT NO.
-L_-
SHEET I OF I
SUBJECT: NORTH FROMAGE ROAD. VAIL COMMONS
VAIL. COLORADO
ASPMIT PAVING
TIME
Mtx
TEMP
Fo
AIR
IEMP
F.
1000 sol 42
I00 3l(!5
1200 3l(55
lloo 3l 5l
1530 31 50
THIS REPORT PRESENTS OPINIONS FORMEO AS A RESULT OF OUR
OAS€RVATION OF ASPHALT PLACEM€NT. AS WELL AS THE T€STS SHo\A/N
AAOVE, WE ITAVE RELTED UPOT.I THE CONTRACTOR TO APPLY THE
N€CESSARY COMPACTIVE EFFORT TO ACHIEV€ SP€CIFIEO COMPACTION
OUNING TIMES WHEN OUR OBSERVER WAS I'I OT PRESENT' ANO AT
LOCATIOT{S OTHER THAN THOSE TESTEO. TEST OATA ARE NOT THE SOLE
AASIS FOR OPINIONS ON WXETH€R IHE ASPfIAIT MEETS SPECIECAIIONS.
n 5-l0
MARSMI.I.
PAVING I4ACHINE
6) TANDEMS
PROGR€SS REPORT:
DURING IHIS VtStT THE COMRACTOR WAS PTACING AND COMPACTING ASPMIT STARTING AI IHE TAPER AT
STATION 3I +OO AND WORKING DOWN STATION. PETRO MAT FABRIC WAS PIACED BEMEEN THE TwO MATS AT
APPROXfMATEf.YSTATTONS 22+OO TO 23+00 ot,TStDE MAT, 22+50 TO 23+50 MTDDLE tr/tATAND 27+OOTO27+90
outstDE MAT, STAT|ON 28+50 Ot TSIDE [itAT, 27+ I O OUTSIDE [4AT, 25+50 TO 25+80 ot,TslDE [iiAT, AND STATION
23+70 TO 24+00 MIDDLE AND OUTSIDE tt/l,ATS.
Kl tr oun ognton coMpacnot MEErs apEcrFrcATlort! A! rr{orcArEo ry oui oggavarKrtr! Ar{D TEar rro.tcl I7 THROUGH 26
I rn oua onrrroi{ coupacrol oocS r{or u€E sp€crFrcATrora Aa rtorcatED By orn oBsERvanor{8 ar{D TEar o.(sl
I corrarcron.rrcuEr{r.a REpnEsENratwc aDvrs€o, CHIP Wtltl B & B EXCAVATING
acoP€ oF oBaERvaTroi; D FUIL nMG I renroorc. oN cArL SastE
SANDY IHIBAUI,T
rEST
NO.LOCAnOX
sEt ow
Ft tsH
ORADE
t?i c HEs
LIFT
THICK.
NESS
I t{ct{Es
MA:X
oEt{stw
PCF
FIELO
D€NSITY
PCF
coM.
PACTtOt{*
17 2.O 3.0 148.6 143.C 96JTATION 29+5O - INSIDE MAI
I8 2.O 3.0 148.6 146.C 98STAT|ON 28+OO - OIJTS|DE MAI
I9 2.O 3.0 148.6 148.C 100iTATION 26+rlrl. MIDDTF MAI
20 2.O 3.O 148.6 143.C 96SIATION 23+5N . r)IrTsIDF MAI
21 2.O 3.0 148.6 143.0 96;tATlON 2A+OO - OIITSIDF MAI
22 2.O 3.0 148.6 142.4 96iTATION 27 +OO - OI,JTSIDE MAI
23 2.O 3.O 148.6 141 .0 95STAnON 29+00 - MIDDLE MAI
24 2.O 3.0 148.6 't 43,0 96STANON 26+50 - MIDDTE MAI
25 2.O 3.0 148.6 141.0 95STATION 25+OO. OUTSIDE MIAI
26 2.O 3.O 148.6 141.0 95STAnON 28+00 - Ot TSIDE lvlAl
FIELO REgRTSENTANVE