HomeMy WebLinkAboutVAIL COMMONS CITY MARKET BACKFIT LEGALqilu.Jr"J R--l-il.lc
oE]
05131196
CTL/THOMPSON, INC.
CONSULTING GEOTE-CHNICAL
AND MA'FR AL-S FN(l Nt'rERS
'ri : : 01796
21 :', I I'.
VAIL COMMONS VILLAGE
VAIL, COLORADO
WATERLINE TRENCH BACKFILT
Compoction
Tesf Reporl
CMY MARKET FOOD
P.O. BOX 729
GRAND JUNCTION,
& Pl-lARt\4ACY
co 81502
ASTM D 698
a)i a- i f.'l Lj
BACKF|tt THE WATERLINE TRENCH. FINAL DENSITY TEST RESULTS
TEST
NO LOCATIO N
OEPIH IESI
I/PE
LAEORATORY rIELD
SOIL ftPEMAx
DENSIIY
oMc DRY
DENSIW
MC coM.
PACTION
22 280 FEET WEST OF N4ANHOLE A.I 0.0 t {uw 132.0 I 18.0 1A 89
(.;UKVE NL,,. Z
JO8 l'{o.01796
^r|R,?r|.\71
23 40 FEET SOtIftl oF N,|ANHq!EA9-4.0 NUC r 32.0 8.2 133.0 5.2 100-
96
JOB NO.01796
cus/E NO. 2
JOS NO.ol 7969.022,'RETEST OF TEST NO. 22 NUC 132.0 8.2 127.O
BEI-OW GRADE
SPEClrlcATlONs: 95 : tl. |JAXIIV rU
+l-2MOtS'URE \,'llIlll.l
l/pt a_tr '-(JMFACT ON EOUIPI\4ENT.1ND r'lo CF Ui'l i:
I) VIBRATORY SHEEPSFOOT ROLLER
r\,i.rr- ,i Ai-,tjED gY NATURAL
',{ .. 12
N!c., .11-1, 1.,4O\./1f.lG :QU Pl,1Ef.ll n:.r' \O Of !r: : I5
r) BACKHOE l) LOADER l) DozER
??c(.,i.,,saEpoRT IHE CONTRACTOR COMINUED-TO
INDICATE SATISFACTORY COMPACTION.
:X tru oup optruroN n.. coMmclroN MEErs spEcrFrcAlroNs As rNDrcATtD By ouR oBsERVATloNs AND TEs,
"o Ft 23 & 24
] |N oUR oP|NtoN. f||.t coMmcT|oN DoEs NoI MEET sPEc|FtcAT|oNs As |ND|CAIGD 8Y oUR oBsERVA]|oNs
^*o
,,,,
"o l,) '
22
AND SHOULD BE R€WORKED
scopE oF oBSERVAT|ON: I fUL! T|ME: Xprntootc, oH cerL EAS|S; x CoNTRACTOR S OR CLIENT S REPRESENTAIIVE AovlsED
SANDY THIBAULT
FttLi;:r 'ri 5 i rr iA-r\,11
LP
cTr rHol,lPsoN,lNc
JOH
tvllKE WIH EWING
Compoction
Test Report
.r.'r CIry I\4ARKET FOOD
P.O. BOX 729
GRAND JUNCTION,
& PHARMACY
co 81502
_o
t-l
I l-I / | CTL'THoMPSON, lNC.
L H | :RB=-X'JlXi"iL?'{":S}J?t
o6to3l96 '. - 01796
22 irr lr lo,
VAIL COMMONS VILLAGE
VAIL. COLORADO
WATERLINE TRENCH BACKFILL
IEST
NO LOCAIION
DEPIH
fEEI rYPE
LAEORATORY FIEI-D
SOIL TYPED€NSIW
PCF
orJc DRY
DEN SITY
MC coM-
PAC]ION
NO TESTS PERFORMED
sP€crFrcATroNs 95
t"4()r5;L?E !VrIHr\
IYPI CF .1. )I\"lPJ\C I Ol.r LQI- P[,lF 1.]T ANt) NO OF Ul\.llrS
MO SIlll?r ,',irrlFi) 3Y
-l.lckf.lf.. li.;i
iii,E cli i.-. rl I l,f a)vrl,c i if L, Fivii i\ i Al.r:-, r ;o ali r_ ..iils
r) LoADER l) BACKHOE
SCOPE OF OBSTRVATION:
SANDY THIBAULT
F;LDRT]I::' I.JIATif
LP
Tf rs .?Liri)rrr :i :r. iLr..rTs oP \lol..rs FoQf.4ED AS A RESULI Of OUA OgSEAlAllaff.'
( ): F Lt 11 '.a-F',r' l.l- AS WELI AS THE T:SrS SHO\r'/l{ ABOVE WE IIAVE REI EJ
UPO:.] I]I
'O
,'I.]A'TO? IO APPTY I!E NFCSSSARY COMPACiIW EFFOAiAIJI)
:vlol,:iLrili i.r:. llt\"/t iPtC;l:D COl"'pAal ON DURING Tlt"4ES \i1./FE\ ()Jli
O{]SFI?\4 li i.i r PliES[NI AfiD Al IOCATIONS OIHER IHAN THOSE IESr;D.i,]ar.1t:. : .,i iri:lo-a8A:ltSFO].OPLIIC|.13OLrVJHETlr:fi:FtIl{ \4Ft:Ta
li' i i r.r. ,l.
''r. OF MA-X [/JM
+l-2
ASTM D 698
" af li,l MUM
pRoGR€ss ri.Epoar DURING THIS VtSlT THE uTtLtTY TRENCH COMRACIOR, EWTNG CONSTRUCTTON WAS NOT ON SITE.
ADDITIONAL WATER LINE TRENCH BACKFILL WAS PLACED TO GRADE ADJACENT TO BUILDING C-3, THIS FILL WAS
NOT COMPACTED. A CONCRETE DUMP TRUCK WAS SET UP IN IHIS AREA. THE STTE WILL BE VIS]TED AS
REQUESTED.
il IN OUR OPINION, FII-I- COMPACIION MEEIS SPECIFICAIIONS AS INDICAIED BY OUR OBSIRVATIONS AND TEST NO.(S)
IN OUR OPINION FII,I. COMPACTION DOES NOI MEET SPECIFICAIIONS AS INDICAI€D BY OUR OBSERVATIONS AND IESI NO.{S)
AND SHOUTD BE R€WORKED
I FUII- rlME: Xpeltootc. ott ceu- BAslsi X coNTRAcToR s oR ctlENrs RIPRESENTATIVE ADVlsfD
CTT IHOMPSON.INC.
-:t:):._i i:,!. JOHN
DARRETT W]TH
Compocfion
Test Report
crltNr CITY MARKET FOOD
P.O. BOX 729
GRAND JUNCTION,
E.TLiTHOMPSON, INC.
CONSULTING GLOTECHNICAL
AND MATERIALS ENGINEERS
& PI-IiARMACY
co 81502
% oF/z(MUM
,r'or(ru"r- ADD1-D By ., ^'l)
WAIER TRUCK
IHiCliNtSS OF I rFl | '
ASTM D I557
' j." ot oi)IrN4u !.4
'. ! 06/24196 roa No 01796
ir{i.j;, \(: 23 S}riLl lOr
:i f (, VAILCOMMONSVILIAGE
VAII-. COLORADO
SIRUCTURAL FILt
T.11S R'PORI PRESENTS OPINIONS FORMTD AS A RESUTT OF OUR OBSERVATION
OF F ItL PIACT MENI AS WILL AS THT TESTS SHOIVN ABOVT WT T]AVE AETIED
UPON IHE CONIRACTOR IO APPTY IHE NECESSARY COMPACTIVE EIFORT AND
MO,SIURE IO ACH EV€ SPtCIFIED COMPACTION DUR NG TIMES WHEN OUR
OBSITA/ER lS NOT PRtStNI AND AT TOCAITONSOTHER IHAN THOSE TESTTD
IFST DATA ARE NOT'HE SOLE BASIS IOA OPINIONS ON WHETHTR THE FITt MEETS
SPIC I CATIONS
CslhitArEo ryA oitE PotM
98
MOISIUAE WTHIN
l)
\T 8|,eH8g -G EQUTPMENTAND No oF uNrTs
pROGnEss REpoRT DURING rHlS Vlstt THE EARHWORK COMRACTOR TNFORMED OUR CTVIHOMPSON REPRESEMATME
IHAT APPROXIMATEI.Y I2 INCHES OF STRUCTURAT FILL WAS PIACED BELOW IHE FOOTING PAD AT P4lN.
SIRUCIURAL FILI WAS PI.ACED PRIOR IO THF VISTI, THE COMRACTOR WAS INFORMED OF THE DENS]TY TEST
RESUIIS. T WAS SUGGESTED TO THE COMRACTOR TO RECOMPACT THE AREA OF DENS]ry TESTS NO. 24 AND NO.
25.
L tN OUR OPtNtoft fu. COMPACITON MEETS SPECtflCAT|ONS AS tND|CAT€D 8Y OUP OSSIRVAItONS AND rEST NO.(S)
{ ,* ou* or,",o,t r.r coMpAc'roN DoEs Nor MEEr sprcrrcAaoNsAs rNDrcArrD By ou' oBs€RvATroNsANo rEsT No.(sr 24 g' 25
ANO SHOUID BE REWORKED
SCOPE OT OBSTRVATION: FUI.I. TIMEI I"*'OO'', O*
'O|.I.
BASIS: XCONIRACIOR'S OR CUENI's REPRTSENIATIVE ADVISED KELLY W]TH
STAN MILTER
SANDY IHIBAUTT
, rl : 1rJl1.: \l r.tlr.lr',,i
LP
afl '-'
"i'"" oo* "0m*"0, nr*^,oq*
Compoction
Tesf Report
crrNr ctIY t\4,qRKET FooD & P|.IARIIACY
P.O. BOX 729
GRAND JUNCTION, CO 8I502
sP€ctFtcATtoNs: 90 o/o or MAX|MUM
frorsTuRr wrrH N +l'2
Ti 9t fSXfRT "- EQUTPMFNT AND No oF UNrrS:
I) VIBRATORY DOUBTE DRUM ROTTER
Mo sruR! ADDED By FIRE HosE
IH,C KNI: S O' LIt I 12
SANDY THIBAULT & JEFF BRAUN
| ( LJ r l,'t Pr.,i.r! ! L1l\.,1
tP
CTLiTHOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
'lT 8b?8iY"Yi8iB',ilH8Eo*o 'o ot
'rNrTs
PaocRtss atPor?r DURING THls vsr IHE coNIMcToR HiqD RECOMPACTED THE sTRucTURAt FlLL pLAcED BELowFoorNG pAD p4lN. DENsrIy TEsTs wrne prnronr,aiD rN opposrlE conruens or rxe onretruru EsTs. lt wAsSUGGESTED To THE coMRAcToR To necorvrpeCiiHE AREAs or orrusnvJisr *24AAND #2sA oR To REMovE THEFlLt EACK Dovt'N To MruRA' sANDs AND onnGli.'rne cournRcron wri nerrlove THE srRucTURAr FrLr. BAcKDowN To THE I{ATURAL GRAVELS. r'ro nErrsrwrtiie nreutero ron orrusnv nirs *zne nruo #2sA. DENsnyTEsTs #26' #27 N'tD #28 WERE penronrurio or.r iouruonnoN BAcKFru.. DENsrry TEsT REsutTs rNDtcAlEsATlsFAcToRY coMPAclloN EXCEPI ron orruCnv i# #28. r wAs sueersrio ro THE coMRAcroR ToREcoMpAcT THE AREA oF TEST *zs. l nrret wtrl eE neourneo.I fN ouR oPlNloN FlLt coMPAcrloN M€ETS sPEcrFlcAroNs As rNorcATED By ouR oBsERVAloNs AND IEST No.(s) 26 & 27
X t" oun o'ttu'ol rllt coMsAcrloN ooEs Nor M€gT spEcrFrcAroNs As rNDrcArtD syouR oBsERVATToNsAND rrsr No.tsl 24A, 2sA & 2a
ANO SHOUI.O 8E R€WORKED
scoPE ot ogsERVAItONr rUL[ M€: Xr:ntoorc. oN c.rtr aess, Xcolrnecrop.s on cUENT,S REpp€sENTA vE AovtsrD KERRy WS.M,l-
:)^rt 06/26196 rcr, lv,: 01796
ir :r()r?l r..r(r 24 sr, I T lor
riuB,i. r vAlL CoMMoNs VILLAGE
VAIT, COLORADO
FOUNDATION MCKFILT
STRUCTUML FILL
€SNI'AIED BY A ONE POIM 98% OF ASIM D 1557 nEaunEo
ASTM D I557
THIS REPORI PRISENTS OPINIONS TORMED AS A RESULT OF OUR OBSERVATION
% OF OPT1MUM OF FttL pIACEMENI AS WEtt AS THE IESTS SHO\/VN ABOVT Wt |lAlt RELTED
UPON IHE CONTRACTOR TO APPTY IHE NECESSARY COMPACTIVE EFFORTAND
MOISTUA€ ]O ACHIEVE SPECIFIFD COMPACIION DURING IIM€S WHEN OUR
OBSERVEA ]S NOT PRESENT ANDAT I.OCATIONS OTHTR ]HAN IHOSI TESTED,
IESI DATA ARE NOI IHf SOtT 8ASIS FOR OPINIONS ON WI-lEIHER IHE TItL MEETS
SPECIf CAIiONS
INCHIS
TESI
NO LOCA ON
DEPTH
FI€T wPt
IABORAIORY FITI"D
so . TYPI
MAX
DtNStw
PCf
oMc DRY
DTNSITY
PCF
MC coM,
PACTION
93
24A RETEST OF IESI #24 NUC r 36.0 6.0 126.O 5.2
3/8 CH|P
254 RETEST OF TEST #25ffi NUC 136.0 6.0 129.O 5.2 95
3/8 CHIP
26
rr!r. er ^L t/ r\r\rl llY\,
Pl0/o UNE 0.0
1.2
NUC
NUC
r 38.0 5.7 127.O 7.O 92
9l
cuRvE NO. I
loB NO,01796
27
28
JM. FOOTING PAD - PglN IINEffi 138.0 5.7 126.O 6.0
CURVE NO. I
JOB NO.OI796I vv| ||!\7
P7.5/R [INE 0.0 NUC 138.0 5.7 I 19.0 5.3 86
CUR/E NO. I
jJOB No,ol796
TOP OF FOONNGBETOW
n GREG WCWMARKET
cTt rHoMPsoN tNc
A* Uo*,'-;--v
DAN DOWNING, FIELD MANAfEP
Compoction
Test Report
L ,rN CITY MARKET FOOD
P.O. BOX 729
GRAND JUNCTION,
& PHARMACY
co 81502
TLITHOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MAIERIALS ENGINEERS
01796
sHEEr lor
IYPt OI COMPAC-ION I-QU PMINTAI\D NO OT UNITSrl wAcKER
't) wAtK BEHTND VTBRATORY SHEEPSFOOT ROTTER
MorsrUar ADD. D Bv MTURAI
THT.KNESS oF L,FT 6:9 rNCH[s
] dIS Ii:PORT PRESTNTS OPINIONS FOAMED A5 A RESUTT OF OUR OBSERVAIION
OF t !L PLACEMENI AS WELI AS rHE IESTS SHCLVN ABO\i'E. WE IIAVE ltttltD
UPON TIIE CO\TRACIOR IO APPIY TIlE NECESSARY COMPACTIVE EffOAT AND
I\4OISTURE TC ACHIFVI SPICI;IED COMPACTION DURING TIMtS WHEN OUR
OBS! I?VER IS NOT PAE$Ni AND AT LOCATIONS OTHER II'IAN IHOST TESIEI)
-IST DAIA AAE NO THE SOIT 8AS S IOR OPINIONS ON WHEIHFR TI]T FILL Mf FlS
SPTCIFICATIONS
90
MOISTURE WITHIN
% OF N,4AXIMU I\,1
+l-2
ASTM D I557
"/o O[ OPTIMUM
.)ATF 06/28/96 .lc:u rcr
r)tpofiT lro 25
:-rr.rrj.r:cl VAILCOMMONSVILLAGE
VAIL. COLORADO
FOUNDATION FOOTING EACKFILL
clt-/IHoMPsoN, tNc
,,tl'N(\t.!,1.. JOHN
pRocRFss RrpoaT BACKFILI- COMINUES ADJACEM TO FOOTTNG PADS lN THE PARKTNG STRUCTURE. TEST RESUTTS
INDICATE COMPACTION W]THIN PROJECT SPECIFICATIONS. TEST #3I WTTH RESULTS ABOVE THE SPECIFIED
MOISTURE CONTEM IS DEEMED ACCEPTABTE DUE TO RAIN DURING TESTING AFFECIING RESULTS.
I X,,.oun opr*toN r[ coMpAcTroN MEErs spEcrFrcAtoNs As rNDrcAlED By ouR oBsERVATroNs AND Trsr No.(s) 28A' 29-'.]'o; 3l & f ^- i ..:\
. I tN OUR OptNtON FTUCOMPACnON DOESNOT MEEI SPECTFTCAT|ONS AS rNOrCArrD EYOUR O8S€RVATTONS ANO IESI NO.{51. - ... _' . .. .' ..:\
AND SI{OULD 8E REWORKTD
scopE oF oBsERvATroN: FUI.L rME; &rp,oo,c. o* ceu BAsrs: r XcoNTRAcToR s oR cuENrs REpREsENtArrwADvBto KERRY WSIAttl MTLER
rrP; Or U\AIH iIOVLNG EAU lPtvl€l'lT AND NO OF UNITS
r) TRACKHOE r) BOBCAT
DAN DOWNING
I l , )t,trit/1l!(
LP
IEST
NO.rocAltoN
DEPTH
FEET TYPE
I.ABORATORY flEtD
SOII, TYPEDENSIW
oMc DRY
DENSIW
PCF
MC
1"
coM-
PAC]ION
%
28A REIEST OF IEST #28 NUC 138.0 5.7 't26.O 6.8 9l
cus/E No. I
JOB NO.01796
29 INIERIOR FOOTING PAD i/Vl3 0.0 NUC 138.0 5.7 126.4 7.3 9l
CUF/E NO. I
JOB NO.o1796
30 IMERIOR FOOTING PAD TVI3 0.0 NUC I38.0 5.7 124.O 7.2 90
CURVE NO. I
JOB NO.o1796
3l IMERIOR FOOTING PAD WI I 0.0 NUC 138.0 5.7 128.0 8.7 93
CURVE NO. I
JOB NO.OI 796
32 IMERIOR FOOTING PAD W9 0.0 NUC 138.0 5.7 131.0 6.9 95
cuRr/E No. I
JOB NO.Ol796
. ComPoction
Test Report
cuENT C]IY MARKET FOOD
P.O. BOX 729
GRAND JUNCTION'
& PHARITACY
co 81502
8EI-OWTOP OF FOONNG
LTTHOMPSON' lNC.
CONSULTING GEOTECHNICAL
AND MAT ERIALS ENGINEERS
01796
sr,rT I ol
r)Ai: 07/01/96 .ro'r r',,.'
lrtpa'r l\() 26
:.,iB r.-' VAIL COMMONS VILLAGE
vAlt, cotoRADO
FOUNDANON EACKFILL
spEcrFrcATroNs: 90 v. or MAXTMUM ASTM D I 557
M.ISTURE wlTHlN +l-2 % oF .PIIMUM
IHIS AEPOAT PRESENTS OPINTONS FORMEDAS A RESULT Of OUR OBSERVAIION
OF trlt PLACTME NT. AS WEIL AS THE IESTS SFIOiVN ABOVE WE UAVE REL|ED
UPON iTlE CONIRACIOR TO APPTYTHE NECESSARY COMPACTVE EIFORT AND
MOISIURE TO ACHIEVE SPECIFITD COMPACIION DUAING IIMESWHEN OUR
OBSTTiVER IS NOT PRESENT.ANDA'I LOCATIONS OTHTRTHAN TFIOSE TESTED'
,riito* oot *ot t*E sotE BASIs FoR oPlNloNs oN wHEIHER TflE FltL MEETS
SPFCIIICATIONS.
Tiflif&fRtdtt €QUTPM.NT AND No oF UN'IS'
[:.'JI:::::1",-u"*
iTfliJ€ltY8E-G
EQiiTPMENT AND No oF UN.TS
F|LtP|^CEMEMcoMtNUEsADJACEMToFooT|NGs.lHEABo/ETESTSWEREPERFoRMEDAT
'iftEgtTffi?fi rEviii oi'J'nuorCrrr snnsrrcToRy coMpAcTtoN. ItlE coMRAcroR ls STARnNG FrLt
PTACEMEM ALONG IHE I{ONTX WNII BEMEEN A tIruC A X LNE' HE INDICATED ftIAT IHIS AREA WIIL BE READY
FOR TESTING TOMORROW.
rX,* oun optNtoN rttt coMPAcTloN MEGTS sPEclFlcArloNs As tNDlcAlEo BY ouR ogsERvAlloNs ANo TEST No (s)
il|NouRoPlNloN.F|L|.coMPAcT|oNDoEsNoTM€gIsPEc|F|cAI|oNsAsIND|CATEDSYoUtoSsERVAl|oNsANDIESINo.lsl,'-
AND SHOUID 8E PEWORrcD
scoPE Of oEsERVAllON: I fult TIME; : x*tntootc' o* c^tt ut't'
DAtl DO,I/NING
I tt I D At lrAl St f,llAl l\4
LP
INCHES
33
I.AEORAIORY FIEID
SOII TYPEIESI
NO.rocAlloN
DEPTH
FEET
t€sT
WPE
MA(
DENSITY
PCF
oMc DRY
DENSITY
rcF
MC
"/"
coM-
mc oN
33 RTINE&7LINE 0.0 NUC 138.0 5.7
5.7
129.0
127.0
4.3
5.E
93
92
\,ul(YE |a\J. I
JOB NO.ol7e6
effiE-rc:I-
JOB NO.o1796
34 RLINE&5LINE 0.0 NUC '138.0
CIL THOMPSON INC'
Conrpoction
Test Report
crrNr CIIY IvIARKET FOOD
P.O. BOX 729
GRAND JUNCTION.
?. t*oMPSoN, rNc.
& PHARMACY
co 81502
i)AII O7rc2/96 .t. f.i(.'
r)t {)c?T f,ro 27
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
01796
sfrt[T I or
suB.Ecr VAIL COMMONS VILIAGE
VAIL. COLORADO
FOUNDATION BACKFITL
ASTM D 698
% OF OPTIMLM
TYPE OF COMPACTION EQU]PIIENTAND NO OF UNITS:
Mo sTURr ADD.D BY MTURAT
-hrc(\tss oF tFr 8-12
ljtfflA8h€E -G ESUiPMENT AiiD No cF ut'riis
pRocRrss REpoRT F|LL PTACEMEM COMINUES ADJACEM TO FOOT|NGS. THE ABOVE TESTS WERE PERFORMED WITH
RESULTS INDICATING COMPACTION WITHIN PROJECT SPECIFICATIONS. TEST #36 WAS STIGFTTLY BEIOW
SPECIFICATIONS, THE COMRACTOR WAS NOTIFIED AND THE AREA WAS RECOMPACTED. A RETEST WILI. NOT BE
REAUIRED,
rl( ,n oua or,*,oN t[[coMpAc'oN MEErs spEcrFrcATroNs As rNDrcAr€D 8y ouR oBsEpvATroNsAND rEs, *o.,r, 35
irrNouRoprNroNFr[rcoMEAc'oNooEsNorMEETspEcrFrcA]roNsAsrNDrcATEDByouRoBsERvATroNsANDTEsrNo.rsl
36
AND SHOUTD 8E REWORrcD
SCOPE OF OESEFr'AT|oN: I FUI.T IIME; . X'II'OO'C, O" COTT EASIS: X CONIRACIOR'S OR CI.IENI'S R€PRESENIAIIVE ADVISIO KERRV WITH
STAN MILTER
95
% oF tvlAXrMUM
MorsTrJaF wrTHrN lvA
THIS itEPORI PRESENTS OPINIONS FORMEDASA RESULIOT OUR OBSERVATION
Of FILL PIACE\4ENI ASWETLAS IHE TESTS SHOVVN ABC^/E. WE I-IAVE RTL]ED
UPON IHT CONTRACTOR TOAPPLY THE NECESSAIIY COMPACTI\,t EFFORTAND
MOISTURT IO ACHIEVE SPECIF ED COMPACTION DURING TIMES WHEN OUR
OESEAVER IS NO] PRTSENI AND AI LOCAIIONS OTHEA IHAN IHOSE TESTED
TEST DATA ARE NOT TNE SOtE BASIS FOR OPINIONS ON WHETHTR THE TILt MEETS
SPTC]FICATIONS
JEFF BRAUN
t tt I o {rItal Sl NIAIr\./1
TP
TEST
NO.tocATtoN
DEPTH
fEET TYPE
LABORAIORY FIE LD
SOII. TYPE
MAX
DENSIW
rcF
oMc DRY
DENS Y
PCF
MC coM-
PACIION
%
35
NORTHWALUBEMEENE&I-
NORTH SIDE 0.0 NUC r 32.0 8.2 125.9 6.2 95
cus/E No. 2
JOB NO.Ol796
36
NORTHWALUBEMEENE&F
SOIJTH SIDE 0.0 NUC 132.0 8.2 124.O 6.8 94
cus/E No. 2
JOB NO,O t 796
cTr''rHoMPsoN rNc
r\A*' [*'- ;'..7
'.', , \1 f ' DANUOI,VNING, FIELD f\i'hNrGER
TO
't"f'l?Yl":3I"'*t'O
GLENWOOD SPRINGS. COLORADO AISOI
(970) 945-2809
CIw l,4,qRret Fooo e PHenuncv
P. 0. Box 72e
GRAND JurucrroN. C0 Blso2
ATTNI Ms. JANA BII.IGHAM
FOLL
'rh
THE OWING WAS NOTED :
OAT€7-1- r JOB NO
r""r*;---. -_\7 -
V,+; / L,c'rt,nzrtt""^''""
Vo,'I (6
(Jn /T) '/1<r
";";i' nn r, J
{rnn^
'iEMP. / " at
oat PM
PREsE.,r "rT;E jA;" * / c; lu .rrt a-kJ
)(:.- ,/sl"l /fi ,li ar.
I
it
I o. *L;
Ba| L/r'e e^
Compoction
Test Report
cirENT CIIY MARKET FOOD
P.O. BOX 729
GRAND JUNCTION,
& P|-{ART\,/IACY
co 81502
, . r!
l)l r,allT NO
r,rli t a-
L/THOMPSON. INC.
CONSUL I ING GEOT LCHNICAL
AND MATERIALS ENGINEERS
01796
-sirrr j I c,
07/09/96 rcs r,icr
28
VAIT COMMONSVILIAGE
vAtt, cotoRADo
FOUNDATION BACKFILT
IEST
NO.locAltoN
OTPIH
FEET
TtST
TYPE
IABORATORY ft€tD
sorlTYPE
MAX
DENSITY
oMc DRY
DINSITY
PCF
MC coM-
PACTION
37 FOOTTNG fW9.5 0.o NUC '| 32.O 8.2 130.0 6.3 98
CURVE NO.2
JOB NO.01796
38 FOOTING U9.5 0.0 NUC 132.0 8.2 136.0 5.5 100
CURVE NO 2
JOB NO.o1796
39 FOOTING P.s/M 0.0 NUC 132.0 8,2 127.O 5.7 96
cum/E No. 2
JO8 NO.o1796
95sPEcrFrcATroNs: %
MlAXrMtrMMOISIURE WITHIN
THIS REPORT PRTSENTS OPlN]ONS FORMED AS A RESULT OF OUR OBSTRVATION
Of FrLt PLACTMENT AS WEtt AS TtlE IESTS SHO\A/N ABOVT WE HAW aELIED
UPON IHE CONTRACIOR IO APPIY IHE NECESSARY COMPACIM EfFORTAND
MO6TUAE TO ACHIEVE SPECIFIED COMPACTION DURING ]IMESWHTN OUR
OBSEI?VER IS NO] PRESENIANDAT LOCATIONSOIHEA IHAN IHOSE TISTTD
TEST DATA ART NOI TI-]E SOLE BASIS FOA OPINIONS ON WHETHER THE FILT MEETS
SPIC r-TCAIIONS
ASTM D 698
9; OI OPIIMUM
ROI.LERlTfiiA?gtiliRiStllEHlY6MS$r$$Foor
ff.:'J:,":"T-'utu*'
pRoGRFss,rtponl Fttt PLACEMEM CONTTNUES ADJACEM TO FOOT|NGS. IHE ABOVE TESTS WERE PERFORMED AT
PRESEM FILT LEVETS AND INDICAIE SATISFACTORY COMPACTION.
'{ ,* oua or,*,ort ,r-r, coMFAc'oN MGErs sptcr'cAroNs As rNDrcArED By oup oBsERvArtoNs AND TEr, *o.,r, 37' 38 & 39
i]INOUROPINIONfII.ICOMFACT|oNDOESNOIMEEISPECIFICATIONSASINDICATEDSYOUROBSE$r'AIIONSANDTESINO.(S}
ANO SXOUI."O 8E REWORKED
,aoru o, o*r* no* {ru* r,ur' r ptproDrc. oN cA[r B srsi rXcoNrpAcroR's oR cuENrs REpREsENrArtvE ADvts€D KERRY wrH
STAN Mll"LER, lNC.
lTfiAekHSE G EourPMtNTANDNo ot UN'IS
JEFF BRAUN
t|tlt) Rtfllt:J f.tl^lNl
LP
crr:rHoMPSoN.lNC U^- Do-*,,-^
.,{-', !, ,. DAN DCnilNNG. FIELD illA}.lAG,ER
TO
tttf.l?Yi":oN rNc'O
GLENWOOD SPRINGS, COLORADO 8I601
(970) 945-2809
CITY ]'iIARKET FOoo a PHaRT4Icv
P. 0. Box z2e
Gnmro JurucrloN, C0 81s02
ATTN: MS. JANA BII.IGHAM
OWING WAS NOTEO:FOLL
v,
THE
l/
""j -io-L JOB NO.
GS-1892
""""i/o,' / (a,e,o, o.t{
tn) / (o
<1"^ ,n, //s''TiL ^o.k,l9, nr, t/
rev.P. / oat
oat
AM
PM
pnesenr er s{-reG,". n,/ z;/, m*rtrl
K;^'.-/ !/,o .//o-t-'
6 aa /.-6. /u.
4Lt
{,..ns
Compoction
Test Report
crENT CITY MARKEI FOOD
P.O. BOX 729
GRAND JUNCTION,
LiTHOMPSON, lNC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
A PHARMACY
co 81502
i)^if 07111196 .roB \o 01796
l.: {,or?r r\o 29 sHEEl I Or
niRrcr VAIL COMMONS VILIAGE
VAIL. COI.ORADO
FOUNDATION BACKFILT
TEST
NO.rocATloN
OEPIH
FEET
I
TEST
WPE
TAEORATORY frcr-D
sorrwPE
MAX
DENSITY
PCF
oMc DRY
DENSITY
MC coM-
PACIION
40 FOOTING WI3 0.0 NUC 132.0 8.2 r28.0 4.9 97
cus/E No. 2
JOB NO.Ol796
41 FOOTING W9 0.0 NUC I32.0 8.2 I25.0 4.6 95
cuRvE No. 2
JOB NO.ol 796
42 FOOTING U9 0.0 NUC 't 32.0 8.2 127.O 3.8 96
CURYE NO.2
JOB NO.o1796
43 FOOTING WP4 0.0 NUC 132.0 8.2 123.0 5.1 93
cus/E No. 2
JOB NO.01 796
BEI.OW TOP Of FOONNG
95 % oF MAX.MU..4
ro,rrro, *,r*,,u vA
ASTM D 698
)i o{ oPl Nr' Lll\l
lHIS ATPOAT PR:SENIS OPINIONS I ORMED AS A RTSUIT OF OUR OBSERVAIION
OF FIt I PLACEMENT, AS WELL, AS THE IESTS SHOIVN ABOVE WT I1A\t RET1ED
UPON ]HE CONTRACTOR TO APPLY IHE NECESSARV COMPACTIVI EFFORTAND
MOISTUAT TOACHIFVE SPECITI€D COMPACTION DURING TIMESWHEN OUR
OBSIRVER IS NOT PRESE NI AND AT LOCAT]ONs OIHER THAN THOSE IESTED
IEST DATA ANE NO] IHE SOtE BASIS TOA OPINIONS ON WHFIHTR IHE FIL L MEETS
SPECIFICATIONS
I) JUMPING JACK
M.T.TURE ADDED BY I ) FIREHOSE
__ 8-12lllte Kr\t55 ul Ltf
ryPI OT IAI?IH MCA/ING EQUIPM€NTAND NO OF UNIIS'r) BoBcAT r) TRACKHOE
pRocmssnEpoRr Fttt PLACEMEM COMTNUES ADJACEM TO FOOT|NGS. IESTS #40, #41 & #42WERE WIIHIN
PROJECT SPECIFICATIONS. TEST #43 WAS UNSATISFACTORY. THE COMRACTOR WAS NOTIFIED AI.ID IHE AREA
WITL BE RECOMPACTED. THE AREA OF TEST #43 WILL 8E RETESIED.
r lN ouR oprNrort f..,t coMFAcTroN MGtTs sp.ctfrcATroNs As rNDrcArED Ey ouR ossERvAaoNs AND rErr*o.(r, 40'41 &42
,X r* oua optxton. rr. coMh,croN Dors Not MEET spEcrFrcATroNs As rNDrcATtD oy ouR oBsERVArroNs AND TE'T No.(sl 43
AND SHOUI,.D 8E REWORXED
scopE ot oBsERvATroN: iXruu rME: r ptRroDrc. oN cArr BAsrsi x coNrRAcroR's op crltNrs RtpREsENrArtvE ADVtsEo KERRY WITH
STAN MITTER. INC.
ryP€ OI COMPACIION ESUIPMENl AND NO OF UN ISl) WALK BEHTND VIBRATORY SHEEPSFOOT ROttER
JEFF BRAUN
I i l li llrr)lSt l.rlrrlN{
LP
crurHoMpsoN.lNc A- D*,-,,-X
.'' I. .'I ' DAN Do\A,NING. FIELD IVIANAdET
Compoction
Tesf Report
cLTLNI CITY MARKEI FOOD
P.O. 80X 729
GRAND JUNCTION.
LiTHOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
& PI-IARMACY
co 81502
DAIt
r.'t I'o?l NO
SdB-riCr
07/l?96 .roa ruo
30
01796
sfrl tI lot
VAII COMMONSVITTAGE
vAtt, cotoRADo
FOUNDANON BACKFITI
AND tmLIY TRENCH BACKFILT
TEST
NO.tocATtoN
DEPTH
F€TT
TESI
TYPE
I BORAIORY IIELD
SOII. TYPE
MAX
DENSITY
PCF
oMc DRY
DENSIW
PCf
MC coM-
\cTto
43A REIEST OF TEST #43 NUC 132.C 8.2 127.O 6.4 96
CURVE NO,2
JO8 NO.01796
44
DRAIN BACKFITT
BEMEENM&NAIP8 1.0 NUC 132.0 8.2 12E.0 6.4 97
cus/E No.2
JOB NO.o1796
45
DRAIN BACKFITT
BEMEENM&NATP7 0.0 NUC 132.0 8.2 124.O 8.8 94
CUR/E NO.2
JOB No.or796
46
DRAIN BACKFITL
BEMEENN&MATP5 0.0 NUC 132.0 8.2 124.O 5.8 94
cuRyE No.2
JO8 NO.o't796
47
DRAIN BACKFILL
BEMEENN&MATP4 0.0 NUC 132.0 8.2 125.0 5.9 95
cuF/E NO. 2
JOB NO.o1796
95 ASTM D 698
,o,rr.,o, *,n, * "" fiK tut
' u, oP ,\rrM
lT fltfi?Effi l8l$t lEHhY6t&Extt$li'f ooT RorL E R
il,?i'J:,',T,"fi " r' l T'
o"ot'
\f g6TeH"YfffffuPffSuc*'.o of uN'is
pRocRESsRrpoRT FtLt PTACEMEM STARTED ON UNDER DRATN TRENCH EACKFILI BEMEEN M AND N LINES. THE
ABOVE TESTS WERE PERFORMED AT PRESEM FILL TEVELS AND INDICATE SATISFACTORY COMPACTION EXCEN FOR
TESTS #45 AND #46. WE OBSERVED RECOMPACTION OF THE FAILING AREAS. RETESTS WITL NOT BE PERFORMED.
r lN ouR oplNfoN, Fr-t coMpAcroN MEGT' spEcr.rcATroNs As rNDlcATEo By ouR oBsERvAnoNs AND IEsr No.{s) 43A' 44 & 47
x;;;; ;;;;.;;;;;;
""rs
Nor MrFr spEcrrcATroNs^, rNorcArED oy ouR oBsGRvAIroNs AND r.sr No.rsr 45 & 46
AND SHOU]D BT REWORrcDv
SCOPE Of OBSERVAIION '\FUU TIME;
JEFF BRAUN
rr{ |t, r.'frrlri:,1 \rnl\,t
LP
II] S AFPORT PIiESfNIS OPINIONS FORMED AS A RESUTT OF OUR OBSERVATION
OF FILI PLACEMtNI AS WELI AS TIlt IESTS SIIOWN ABOVE WE HAVE RIT]ED
UPON THI CONTRACTOR IO APPLY THE NTCESSARY COMPACTIVE TFFORT AND
MOISTURE TO ACHIFVE SPECIF ED COMPACTION DURING TIMESWHEN OUA
OBSET{\,/ER IS NOT PRTSENT, AND AI TOCAIIONS OTHER THAN THOSE IESTED
TEST DAIA ARt NOT THT SOtE BASIS fOR OPINIONS ON WHEIHFA THE FILt MFTTS
SPECIFICAIIONS
P€RIoDIC. oN CAI.I, sAStS: IXCONIRACIOR.S OP CTIENI.S REPPE5ENTAIIVE ADVISED KERTY WIH
SIAI.I MILLER, INC.
:::.:".*.,;k"?,rma
Compoction
Test Report
cuENT: CIIY MARKET FOOD
P.O. BOX 729
GRAND JUNCTION.
& PMRMACY
co 8t502
i.\ir 07/15/96 rou No
tf :,oRT t1c 3l
L/THOMPSON, INC,
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
01796
sfriLr lor
.LrB.ifcT VAlt COMMONS VILLAGE
VAIL, COLORADO
FOUNDATION BACKFITL
AND IITIL]TY TRENCH BACKFITL
tEct
NO.tocA oN
DEPTH
FEET
T€ST
TYPE
IABORAIORY FIEI.D
SOIt TYPE
MAX
DENSITY
PCt
oMc DRY
DENSIW
PCF
MC coM-
ACTIO
4A
DRAIN BACKFITT
BEIWEENN&MATP5 0.0 NUC 132.0 8.2 126.0 6.1 95
CURYE NO.2
JOB NO.o1796
49
DRAIN BACKFILT
BEMEENN&MATP4 0.0 NUC 132.0 8.2 128.0 5.2 97
cuR/E NO. 2
JOB NO.Ol796
50
DRAIN BACKFITL
BEMEENN&MATP8 0.0 NUC 132.0 8.2 128.0 7.1 97
CUF/E NO.2
JOB NO.Or 796
5l FOOTING PAD BACKFILT AT VP2 o.0 NUC 132.0 8.?125.0 7.4 95
cuRyE Nol2
JOB NO.o1796
8EI.OW GRADE BEI.OW IOP Of FOOIING
95
MOISTUAE W|THIN
JEFF BRAUN
tlttD AI Pat5:rJl/ilNl
tP
% OF MAXIMUM
lVA
A.slM D 698
% OF O;'TIMUM
THIS KTPOA.I PI]ESTNTS OPINIONS FORMED AS A RTSULI OF OUR OBSERVATION
Of I tI PTACTMENI AS WE tT AS IHE IESIS SHOVr'N ABOVT WE I-IAVE RELIE D
UPON lHE COI\TRACIOR TO APPTY THE NECTSSARY COMPACT]VE ETFORTAND
MOISTUAT TOACHIEVE SPTCIFI€D COMPACTION DURING IIMESWHEN OUR
OBSFRVTI? IS NOI PAisfNI AND AI TOCAI ONS OTNER TI]AN THOSE TESTID.
TEST DAIA AQE NOT TilE SOtI EASIS FOR OPINIONS ON WF]EIHER IHE FIIT MEETS
SPtOFrCATrONS
ofu,WPE'r)UNITS:
MoTSTURE ADDID BY I ) FIRE HOSE
rHrcKNEssoF,FT 8:l2
WPE OF EARTH IVOVING EOUIPMENI AND NO OI UNIISl) BoBcAT l) TRACKHOE
pRoGRESsREpoRT FtLt PLACEMEM COMTNUED FOR THE UNOER DRATN EETWEEN M AND N UNES. TESIS #48. #49 &
#50 WERE PERFORMED DURING FITI PTACEMEM AND RESUI-TS WERE WIITIIN PROJECT SPECIFICANONS. BACXFII-I
WAS ALSO COMINUED AT FOOTING PAO VP2, TEST #5I WAS PERFORMED AND INDICAIED SANSFACIORY
COMPACTION.
d rx oun oprxp* rtr coMpAclroN MEET' sp'crFrcATroNs As rNDrcArED By ouR oBs€RVATroNs AND TE.I No.rs) 48' 49' 50 & 5l
I I tN OUR OptNtON flu. COM9ACTTON OOES NOI MIET SP€C|flCAT|ONS AS TNDTCAIEO 8Y OUR OSSERVAIIONS AND TCSr NO.lSl
AND SHOUI-D BC RE!\ORKED
scopf oF oBsERvATroNr TXFUSTTME; i pERroDtc, oN cA1r BAsrs: lXcoNTRAcToR's oR ctrENrs REpREsENrArtvE ADvts€o KERRY WTH
STAI.I MILTER, INC.
EPSFOOT ROTLER
cTL THoMpsoN.lNc fb* [o-r-,,--V
1'{ .I /' DAN DOWNING, FIETD ]\AANAGER
Compoction
Test Report
curNr CITY i\4ARKEI FOOO
P.O. BOX 729
GRAIID JUNCTION,
& PHARI\iIACY
co 81502
o rf 07/16/96 roe r'ro
?FFOA: \1C 32
THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
0r 796
sHitT I or
lrgrrcr VAILCOMMONSVILIAGE
VAIL, COI.ORADO
FOUNDANON BACIGII-L
8Elol,r, TOP OF FOOnNG
sPtclFlCATloNs: 95 .z oF M,A,\,MUM ASTM
tl/A
D 698
']" OF OPI MJI\,1MOISTURE WIIHIN
TH S ATPOAI PRESENTS OP N ONS FORMID AS A RESUTT Of OUR OBSET{/ATION
OI I ITL PLACIMTNT AS WELI AS THE TESTS SHOWN ABOVE. WE I1AVI RETIE D
UPON THI CONTRACTOR TO APPTY THT NECESSARY COMPACIM IFFORI AND
rvlOrSTL:Qt TO ACHIEVE SPECIFIED COMPACIION DURING TIMISWHEN OUR
OESERVTA IS NOT PRESENIAND AT TOCAIIONS OTH€R IHAN THOSE IESTID
IESi DATA AAE NOI 1H€ SOTE BASIS FOR OPINIONS ON WHETHTR IHE TILL ME€]S
SPECIFICATIONS
YiWhfPti0fiift Ut4'[ffitBHV t"rr8E F$'ibor RorrE R
r)wAcKER
MorsTUR€ADDTDBy i) FIRE HOSE MTURA|
r*ckNESs or Lrfr 8'12
fYii OF EAATH I./OV'NG lQLlPMllrl AND I'lO (,i Lii.l.i;r) BoBcAT l) TRACKHoE
pRoGREss REpoRr FILL PLACEMEM COMTNUED ADJACEM TO FOOTTNG PADS. THE COMRACTOR WAS INFORMED OF
TEST RESUTTS. IHE AEOVE IESTS WERE PERFORMED AT PRESEM FILL IEVEIS AND INDICATE SAIISFACTORY
COMPACTION IS BEING ACHIEVED.
52, 53, 54, 55 & 56
tN ouR optNtoN Ftu coMpAcTtoN MEErs sptcrscAloNs As rNDrcAr€D By ouR o8sEpvAnoNs AND lEsl No.lsl '
tN oue oplNtolt f tu coMeAcltoN DoEs NoI MEEr spEctFlcATroNs As rNDrcAt€o 8Y ouR oSsERvAroNs AND rlsr No.(sl
AND SHOU1D BE REWORrcD
scoPt or oBstFr' ItoN: l4 tuu IrM€: ' PtRroDrc, oN cAu. M5ts;
JEFF BRAUN
f{to a{ t)at sfNrArM
LP
X colrmcrogs oR cutNrs R€pREsENr mvt ADvrsEo KERRY WIIH
STAN MItI-ER,tNc,
IEST
NO.LOCATTON
DEPIH
FEEI
TEST
TYPE
TABORAIORY FIETD
SOII.IYPE
MAX
DEN SITY
PCt
oMc DRY
DENSIW
PCF
MC coM-
PACIION
7.
52
SPREAD FOOIING
P?O,4 NORIH SIDE 0.0 NUC 132.0 8.2 127.O 6.4 96
cus/E No.2
JOS NO.o1796
53 FOOTING PAD J8/P2.8 0.0 NUC 132.0 8.2 '126.0 6.8 95
cuRvE No.2
JO8 NO.o t 796
54
SPREAD FOOTING
PI.5/O.5 NORTH SIDE 0.0 NUC 132.0 8.2 128.0 7.7 97
CURVE NO.2
JOB NO.ol 796
55
SPREAD FOONNG
Pr.s/o.s sourH SIDE 0.0 NUC 132.0 8.2 129.0 9.7 98
CURVE NO.2
JOB NO.01796
56
SPREAD FOOTING
PI/M NORTH SDE 0.0 NUC 132.0 8.2 129.0 8.5 98
CURVE NO.2
JOB NO.01796
clL THoMPsoN. rNc 9a nI-h,.. (Jor)'ry'"x
1, " r " DAN DO\t NING. FIEID t\,tAl.tA6€R
Compocfion
Test Report
cuLNI CITY tvliARKET FOOD
P.O. BOX 729
GRAND JUNCTION.
& PHARMACY
co 81502
L)ATI
t.'i Pot:l f"r
tiL u.!icr
O7117196 .De nc,
33
VAIT COMMONSVILIAGE
vAil., coroRADo
FOUNDATION EACIGILL
L/THOMPSON. INC.
CONSULIING GEOTECHNICAL
AND MATERIALS ENGINEERS
0r796
srfFl I ct
IEST
NO.t-ocA oN
DTPIH
I
TESI
wPt
LABORATORY FIELD
SOII.IYPE
MAX
DENSITY
PCF
oMc DRY
DTNSITY
MC coM-
PACTION
%
57 FOOTING PAD P3/O 0.0 NUC 132.0 4.2 '| 28.0 8.1 97
CURI/E NO. 2
JOB NO.o1796
58 FOOTING PADP2IO o.o NUC 132.0 a.2 127.O 8.0 96
cus/E No.2
JOB NO.o1796
59 FOOTING PAD PZN 0.0 NUC 132.0 8.2 126.0 8.2 95
CURVE NO. 2
JOB NO.oI796
60 TOOTING PAD P3/P 0.0 NUC 132.0 8.2 128.0 6.7 97
CURYE NO. 2
JO8 NO.01796
6l FOOTING PAD P2.ZN3 0.0 NUC 132.0 8.2 126.0 7.7 95
CUFYE NO, 2
JOB NO.o1796
62 FOOTING PAD P3A 0.0 NUC 132.0 8.2 126.0 8.2 95
cus/E No. 2
JOB No.or 796
%RtxA\rMUM
MOISTI]RE WIIHIN
YIWItRStFIIRISSYUtrAY6HV \?rPE FtsFoor Ro LLE R
I?l',i1,'#1,"'Ut*
r) F'RE HosE
yif,5ff gHfl tJ\hhtftffucv{D No or u N TS
paoGRESs REpoRr FtLL PLACEMEM COMTNUED ADJACEM TO FOOTTNG PADS. rHE ABOVE TESTS WERE PERFORMED
PERIODICATTY DURING THE DAY AND RESULTS INDICATE SATISFACTORY COMPACTION IS BEING ACHIEVED. IHE
COMRACTOR WAS INFORMED OF TEST RESULTS.
X ,n oua or,",o* rL. coMp cTroN MEETS spEcrFrcAroNs As rNDrcArED ByouR orsERVATroNs AND TEsrNo.lsl 57' 58' 59'
I I tN OUp OptNtON Fttt COMmCT|ON OOES NOI MEgI SPECTF|CATTONS AS TNOTCATED BY OUR OESaRVAIIONS AND rESr NO.(Sl
AND SXOUID 8€ REWORKEO
scoPE oF oBsERV Tlotl: tT tuu nlart I PERloDlc, oN cAtt Msrs: X coNlRAcToR's oR CLIENI'S REPRESENTAIIVE ADvlstD
95 ASTM D 698
)r. Oi OPT MUM
II.IS REPOAT PRTSTNE OP NIONS FORMEDAS A RESULI Of OUR OBSETIVAIION
CI FILL P].ACEMENI AS WELL AS THE IESIS SHOIVN ABOVE WE IiAVE RELI€D
UPON THE CONTRACTOR TO APPTY IHE NECESSARY COMPACT1VE ETFORTAND
MOISTUAE ]O ACH E/E SPECIIIID COMPrcIION DURING TIMESWHIN OUA
OBSTRViR IS NOT PRESENIAND AT TOCATIONS OIHER IHAN IIIOSE IESTTD
IESI DATA ARI NOT THF SOTE BASIS TOR OPINIONS ON WHETHER THE TIII MEETS
SPTCIFICATIONS
60, 6l & 62
KERRY WITH
STAN MITTER, INC.
JEFF BRAUN
| ( rt) atpklS{NIArvf
LP
crtirHoMPsoN.lNc D1*, Dr.^r.-,,.-7
.,' i , DAI,IDOWNING, FIEID I/IAI.IAGER
Compoction
Test Reporf
curNr CITY IiIARKET FOOD
P.O. BOX 729
GRAND JUNCTION,
L/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
& PI{ARMACY
co 81502
r)Arl 07/18/96 Jos No 0l 796
r?{ r'crl No 34 sHttt I ot
sLr{i. f .I VAIL COMMONS VILLAGE
VAIL, COTORADO
FOUNDANON EACKFILT
BETOWIOP OF FOONNG OEI.OW GRADE
SPEclFlCAnoNs: 95 IHIS RTPOAT PRiSTNIS OPINIONS TOAMED A5 A RISULI OF OUA OBSERVATION
OF F tL PLACIMENIAS WELL. AS THE ITSTS SHO,ryN ABOVT WE HAVE RELIET)
UPON TI.]T CONTRACTOR IO APPTY THE NECISSARY COMPrcTVT EFfORT AND
MOISruAT TC ACHITVT SPTCIFIED COMPACTION DUAING IIMES WHEN OUR
OBSERVtA S \OT PRESINT, AND AI LOCATIONS OTH€A THAN TI-IOST TESTEI)
|EST DATA AAE NOT THE SOIE BASIS FOR OPIN ONS ON WHETHEA IHE F]tt MTETS
SPICIFICAIIONS
MOISTURE WITHIN
% OF MPXIMIJM
fl|/A
ASIM D 698
.,,. oF oPIIMUM
2) WACKERS
MOTSTUREADDEDBy MTURAT l) FIRE HOSE
,*,a**rra o, ,,0, 8'12
iilffAgtrib"d "i)'8SSXf -"'o o''N''s
paocarss ?EpoRr Fltt PIACEMEM COMTNUES ADJACEM TO FOOTTNGS AND DRA|N, P uNE. TESTS #63, #64, #65,
#66 & #68 WERE ATL WTTHIN SPECIFICATIONS. TEST #67 WAS BELOW SPECIFICATIONS. THE COMRACTOR WAS
NOTIFIED AND THE AREA WAS RECOMPACTED. NO RETEST IS NECESSAFY.
X rx ouc oprN,oN r.. coMpAcroN MEErs sprcrrcAlroNs^s lNorcArED By ouR oBsERvAaoNs AND TEsr
"o.1s1
63' 641-6-5' 66 & 68 '; I tN OUR OptNtott flU. COMnC ON OOES NOI MEET SpECrnCArONs As TNDTCATEO BY OUR OSSERVATIONS AND IESI NO.(SI v'
AND SHOUTD BE REWORKED
scopE or oBstRvAroN r4 ruu nue, i r pERroDrc. oN cAu. BASrs: X coNIRAcToR's op cuENls RtpREstNIAItvE AovtsED IGRRY WIIH
STAN MITLER. INC.
I/PF OF COVPAC'ION EOUIOMT\TAND NO O' UNIISI) WALK BEHIND VIBRATORY SHEEPSFOOI ROTLER
JEFF BRAUN
t { I t) uttf.t'.t rt ,1r\l
TP
TESl
NO.tocA oN
DEPIH
IEEI
TEST
WPE
LAEORATORY FIETD
sorl rYPE
MAX
DENSITYrct
oMc DRY
DENSIW
PCf
MC coM,
PACIION
"/.
63
SPREAD FOOTING
K LINE/P3 WEST SIDE
I
0.o NUC 132.O 4.2 129.O 7.3 98
CURVE NO.2
JOB NO.o1796
64
SPREAD FOOTING
K LINE/P3 E,AST SIDE 0.0 NUC 132.0 8.2 't26.0 7.4 95
CUF/E NO.2
JOB NO.o1796
65
5PREAD FOOTING
K TINE/P2.s WEST SIDE 0.0 NUC I32.O 8.2 127.O 7.6 96
CURVE NO.2
JO8 NO.Ol796
66
SPREAD FOOTING
K LINE/P2.5 EASI SIDE 0.0 NUC 132.0 8.2 128.0 7.O 97
CURVE NO. 2
JOB NO.01796
67 DRAIN BACKFILL P LINE/P4
2
0.0 NUC 132.0 8.2 124.O 10.0 94
cus/E No.2
JOB NO.Ol796
68 DRAIN BACKFITL P LINVP5
2
0.0 NUC 132.0 8.2 129.O 10.5 98
cus/E No.2
JOB NO.01796
cTf' IHoMPsoN INc O4^' D"*t'-;"V
',: r '! '| '. DAN DOWNING. FIELD MAMGER
Compoction
Test Report
ctrtNT c|lY i ARKET FOOD
P.O. BOX 729
GRAND JUNCTION,
L/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
IYPE OF COMPACTION EOUIPMENTAND NO OT UNITS
r ) WALK BEHTND VIBRAIORY SHEEPSFOOT ROTLER
2) WACKERS
MorsTURr ADDED By MTURAI I ) FIRE HOSE
rgcxtttss Or Urt 8-I2
1YPE OF EARIh i\,4OV|NG TQUIPMENTAND NO
r) BoBcAT l) IRACKHOE
THIS AEPOR] PAESENTS OPINIONS IORMTDAS A RESULT OT OUR OESERVATION
OF FILL PTACEMENI A5 WEIL AS ]HE TESTS SHOWN ABOVE WT |iAVE RELIED
UPON THt CONTRACTOA TO APPIY IHE NTCESSARY COMPrcIVE EFFORIAND
MO STURE TO ACHIE\t SPECIf ITD COMPACTION DURING TIMES WHEN OUA
OBSET{/ER IS NOI PRESENI ANDAT LOCAIIONS OTHER IHAN IHOS€ TESTED.
IESI DATA ART NOT THE SOTE BASIS f OA OPlNIONS ON WHETHTR IHE FILL MEEIS
SPFCIFLCAT ONS
& PMRMACY
co 81502
95 % or MAXTMUM ASTM D 698
l,to,Yune w,r" I IVA 'r! or oPr MUM
INCHES
OF UNIIS.
rrii! Q//l Q/QS -oe to Ol 796
irFFoar NO 35 sHttT I or
,r', L.-1 vAltCoMMONSVlttAGE
VAIL. COLORADO
FOUNDANON BACKFILL
paoc;arssarpoRr EACKFILL COMINUED OVER THE DRAIN PIPES. TESTS #69, #71 & #72 WERE Att WITHIN
SPECIFICATIONS. TEST #70 WAs BELOW SPECIFICATIONS AND THE COMRACTOR WAS NOTIFIED. THE AREAWT'^9
RECOMPACTED. NO RETEST IS NECESSARY.
X fN oup oprNroN f rtr coMpAcloN MEtrs spectrrcArroNs As rNDrcAr:o ByouR oas€RvArroNs AND TEsr r'ro.1s| 69, 71 & 72
, r fN ouR oprNrott nu coMpAcnoN DoEs Nor MEET spEcrncAnoNs As rNDrcAlED By ouR oBs€RvATtoNs AND lEsl No.(sl 70
AND SHOUTD 8E REWORKID
scoPE of oBs[Rv lror X ruunut.
JEFF BRAUN
rtt I ti t.{ ti.r .,t r.j rrlt r,,t
LP
prRroorc. oN cArr s sls: .x coNrRAcroR's oR ctltNrs REPRES€NTATM ADVISED GREG WIH
crrrHoMpsoN,Nc D+*, D*:Y#-"
TESI
NO.tocATroN
DEPIH
TE€1
IESI
TYPE
IASORATOPY f tH.D
sofi. TYPIDENSITY
PCF
oMc DRY
DENSIW
rcF
coM-
PACIION
69 DRAIN BACKFIIL P2lN o.o NUC 132.O 4.2 126.O lo d 95
CUR/E NO.2
tc)R Nr) nt 70l(
70 DRAIN BACKFITL P2IM o.o NUC l s2.o 4.2 12A.O 12.O 0A
cuRvE No.2
lr.)R N6 nI70A
7l DRAIN BACKFITT P2lN 0.0 NUC 132.O 4.2 126 n AA 05
CURVE NO.2
tr)R N.) nl70A
72 DRAIN EACKFITI P2IM o.o NUC 132 0 a2 128 0 lrs a7
CURVE NO.2
t(1R Nr) nl 704
I 8EI.OW GRADE
II' PtrI{ DOWNING, FIETD MAT{AGER
Compociion
Test Report
cLTFNI CITY MARKEI FOOD
P.O. BOX 729
GRAND JUNCTION.
ETL/THOMPSON. INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
& PHARMACY
co 81502
t ,'rl i
1.)t fc:rr Nf)
t,t F.rf a'
o7122196 ps 16 01796
36 srFrt l,-r,
VAIL COMMONSVITIAGE
VAIL, COTORADO
FOUNDATION EACKFILL
95sPEcrFrcATroNs: %
WKTMUMMOISTURF W rHrN
A.SIM D 698
".! OF OPIIMUM
IHIS RIPORT PRESENTS OPINIONS fORMED AS A RESULT OF OUA OBSERVATION
OF FIIL PLACEMENT, AS WELL AS IHE TESIS SHOWN AEOVT WT IIAVE RELITD
UPON IHT CONTRACTOR TO APPLY IHE NECESSARY COMPACIIVE EfFORT AND
MOISTURE TOACHIFVE SPECIFIED COMPACTION DURING TIIVESWHTN OUR
OBSERVEA IS NOT PRESENI AND AT TOCAIIONS OTHT R THAN THOST TESTED
TEST DATA ART NOl THE SOTE BASIS FOR OPINIONS ON W-]ETH[ A THE FIIT MEITS
SPECIFTCATIONSMOISTURE ADDED BY
THICKNESS OF IlFT
Tf 9fgtff '6SP$r5IE'PBPCB?HbtllH.
2lwAckEns
YifiAelbT8E.9f ryduglt "
-o ot uN's
PROGRESS REPORT
PERCEM COMPACTION. IHE COMRACTOR WAS NOTIFIED AND WE OBSEF/ED RECOMPACTION OF THE FAILED AREAS.
A RETEST WILL NOI BE PERFORMED.
i I rN ot p optNtoN ftrl coMncnoN MEETS sPtcrflcAlroNs A5lNDlcATtD 8Y olrR oBSERVAIONS AND lESl NO.(S)
if
'" "r. "r,"'.n.
il;;;il -Es NoT MEE' spEcrrcAlroNs As rNDrcAlED ByouR oBsERvAIToNsAND TEsr No.(sr 73 & 74
AND SHOUI.D BE REIIIORrcD
sco?€ or oBsERvAnoN: i I FUI MI: l$rato,a, o*
"^r.r.
EAsrs: ixcoNrP^cloR's oR cuENrs REPRESEMATM ADVISED
I) FIRE HOSE
8-12
FIIT PIACEMEM COMINUES ADJACEMTO FOOTINGS.TESTS #73 & #74 WERE BEI.O\,V SPECIFIED
JEFF BRAUN
|ltrD afnPtslNlAllvt
LP
cIL,TltoMPSON. rNC r,z1 n
,, .!:,,. omtffiffnreYrffiffi&n
Compoction
Test Report
CLIENT clIY IVIARKET FOOD
P.O. BOX 729
GRAND JUNCNON.
L/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
& PHARMACY
co 81502
| )^iF 07/23/96 Joe Nro 0l 796
liipot)r f.,c 37 sHf t- lot
srjBIFCT VAILCOMMONSVILLAGE
VAIL, COTOMDO
FOUNDATION EACKFILI
SE|OW IOP OF tOOnNG
95 ',. oF M,cx]MUM
MolsTUaE wftrN wA
I/PE OF COMPACTION EQUIPMEN'I AND NO. OF UNITS:
I ) VIBRATORY SHEEPSFOOI ROLTER
2) WACKERS
Morsruru ADDTD BY I ) FIRE HOSE
rHlcKNLss or L,FT 8:12
IYPI OF IARIH MCN./ING EOUIPIVIENTAND NO OF UNITS
r) BoBcAT l) TRACKHOE
JEFF BRAUN
r rf Lt> prrt srttawt
tP
THIS REPORT PAESENTS OPINIONS FORIV1EDASA RESUTT OF OUR OBSERVAIION
OF FIIL PL-ACEMENI AS WELL AS IHE IESTS SHO\ruN AAOVE. WE IIAVE REIIED
UPON THT CONTRACTON TO APPTY THE NECESSAAY COMPACT VF EFFORTAND
fi,1O STUAT TOACH]EVI SPICIFIED COMPrcTION DURING TIMESWH€N OUR
OBSEIryER IS NOI PAESENl ANDAT TOCAT1ONS OTHER THAN THOSE TESTED,
TES] DAIA ARE NOI THE SOIE BASIS FOR OPINIONS ON WHEIHER iHE FItL MEETS
SPECIFICATIONS
ASTM D 698
.,t OF OPTIM(]M
PROGII€SS REPOAT FITL PIACEMEM COMINUES ADJACEM TO FOOTINGS. THE AEOVE TESTS WERE PERFORMED AT
PRESEM FILL TEVELS AND INDICAIE SANSFACTORY COMPACTION. THE CONIRACTOR WAS ADVISED TO ADD
ADDIIIOMI- MOISTURE TO IHE FILI.
iX rH oun oaxro[ mu coMncroN MEErs sprcr'c^r*,NsAs rNDrcArED By ouR oB$Fr'A'oNs AND IEsr No.1sy 75, 7 '77 l0lo 78
I I IN OUR OPINIOIT FIII COMMCIION DOES NOT MEEI SPECIFICAIIONS AS INDICATED BYOUR OBSERVATIONSANO TESI NO.(SI
AI.ID SHOUID BE REWORrcD
scop€ oF oBsERvATror, tXruurrus: | | pERroDrc, oN cAr.( sAsrs: lX coNrRAcroR's oR clrENT's REpRESENTATvE ADVtsEo KERRY WITH S,M.l.
TC<T
NO.tocAlroN
DEPTH
FEET
IES'I
TYPT
TASORATORY FIEI,D
SOII.IYPE
MAX
DENSITY
rcF
oMc DRY
DENSIWrct
MC
"/"
coM-
PACTION
75
SPREAD FOOTING
D/I4 NORTH SIDE 0.0 NUC 132.0 8.2 128.0 5.7 97
cuRvE No.2
JOB NO.ol 796
76
SPREAD FOO-I.ING
A/I4 NORTH SIDE 0.0 NUC 132.0 8.2 130.0 4.O 98
CUF/E NO. 2
JOB NO.OI796
77
SPREAD FOOJTNG
t/r I wEsr stDE 0.0 NUC 132.0 8.2 134.0 7.6 100-
CURYE NO.2
JOB NO.o1796
78
SPREAD fOOflNGVI4 NORIH SIDE 0.0 NUC 132.0 8.2 139.0 5.6 100-
cus/E No. 2
JOB NO.OI796
.t,THoMPSON. rNC r\ nI-)Q^'t (-/out-,.'t7
;. ' " t t. DAN DOl,l/NlNG. FIELD MAIIAGER
Compoction
Test Report
cirtNI clTY MARKET FOOD
P.O. BOX 729
GRAND JUNCTION,
LiTHOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
& PHARMIACY
co 8r502
lArr 07124196 .roir No 01796
38 slittl lor
'rt
roar Nc)
:. i' rcl VAII COMMONS VITLAGE
VAIL, COTORADO
FOUNDATION EACKFILT
tr
TEST
NO,tocA oN
OEPTH
F€ET
lEsr
TYPE
IABORAIORY FIEI-D
sofl- wPE
MAX
D€NSIW
PCF
oMc DRY
DENSIW
PCt
MC coM-
PACTION
7.
79 FOOTING PAD P4lO o.o NUC 132.0 8.2 129.O 9.2 98
CURVE NO.2
JO8 NO.o1796
80 FOONNG PAD P4IP o.0 NUC 132.0 4.2 l3l.o 4.7 99
CURVE NO. 2
JOB NO.o1796
81 FOOTING PAD Ps/T
I
o.o NUC 132.O 8.2 125.0 7.9 95
CUR'/E NO. 2
JOB NO.Ol796
82 IVIANHOTE P?K.I 2.O NUC 132.0 8.2 124.O 9.5 94
CURVE NO. 2
JOA NO.Ot ZCO
83 FOOTING PAD P4lM 0.0 NUC 132.0 8,2 127.O 7.2 96
cus/E No.2
JOB NO.OI796
IYPE OF COMPACTION EQUIPi,4ENT AND NO OF UN]TS
2)WACKERS
I) WALK BEHIND VIBMTORY SHEEPSFOOT ROLLER
MoTSTURE ADDED BY t) rtne Hosga-tt
IHICKNESS OF LIFT - :- NCI]I S
WPE OF EARTH MO\{NG EOUIPMENIAND NO. OF UNIIS'r) BoBcAT
JEFF ERAUN
',tt0
nrpustrutenr
tP
IHIS RFPORT PRESENTS OPINIONS FORMED AS A RESUTT OF OUR OBSERVAIION
OF ;ltt PIACIMENT. AS WELL AS IHE IESIS SHC^/VN ABOVE. WE fIAVE REtltD
UPON TH€ CO\TRAC]OR.TO APPTY THE NEC€SSARY COMPACIIVE EIfOAT AND
MO STUAE IOACHIIVE SPTCIFIED COMPACIION DUR NG TIMES WHEN OUR
OBSTRVEA IS NOT PRESTNI ANDAI LOCAI]ONS OTHIRTHAN IIiOSE TESTED
IEST DATA AAI NOT THT SOtT BASIS FOR OPINIONS ON WFIEIHFR IHE FILT MEETS
SPECIITCAJ,CNS
BETOU/ rOP OF fOOnNG DEPII{ SEIOW EADE
95 % oF MAXTMUM
Mo sruRE wrrHrN fvA
ASTM D 698
"/. OF OPT MUM
pfiocRrssa€poal FttL ptAcEMENI COMTNUES AD.TACENT TO FOOTINGS. IESTS #79, #80, #8] ANO #83 WERL
WITHIN SPECIFICATIONS. TEST #82 WAS PERFORMED DURING BACKFII.L OPERATIONS FOR THE UNDER DRAIN
PIPING AND INDICATED UNSAIISFACTORY COMPACTION. ITIE COMRACTOR WAS NONFIED. WE OBSES/ED
RECOMPACIION. NO REIEST WITI 8E DONE.
tX nr oun onxrott ru coMhcroN MEET' spEcrFrcA'roNs As rNDrcArED By ou. oBsERvATroNs AND IEsr No.{s} 79' 80'^8-l &83
i r lN ouR oprNron. t.. coM*cr'oN DoEs Nor MEE' spEcrfrcAroNs As TNDTCAIED By ouR oBstRVArroNsANo rEsr No.(sl 82
ANO SHOUI"D 8E REWORTID
scopt of oasEnArtoN: iIfuu.nME: r pERtoDrc,oN c u. BAsrs: XcoNrRAcToR's op cuENl's pEpRtsENrATrvE ADvtsto KERRY WITH S.M.l.
CIt/THOMPSON lNC.
/!r1, i('\,-l t r, DAN
Dq.^-'D*'"-b
DOWNING. FIEID TVUNAGER
Compoction
Tesf Report
cLuNr CIY MARKET FOOD
P.O. BOX 729
GRAI\ID JUNCTION,
LTTHOMPSON. lNC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
& PFIARMACY
co 81502
rtr.ctil !..Jc
SLrB.ltCl
t)Ar 07126196
VAIL COMMONS VILLAGE
VAIL, COI,ORADO
FOUNDANON BACKFILT
JoB No 01796
39 sFEET lot
TEST
NO.tocAnoN
DEPII{
FEEI
IEST
IYPE
I.AEORATORY IIETD
SOII TYPE
MAX
DENSIW
PCf
oMc DNY
DENSITY
PCF
MC coM,
{cTto./.
84
SPREAD FOOTING
F/]4 SOIITH SIDE o.0 NUC 132.0 8.2 129.O 8.3 98
CURVE NO.2
JOB NO.o1796
95
"/. oF MAX,MUM
MorsruRE wrTHrN N/A
rlPE OF COMPrcNON EQUIPMTNT AND NO OI UNIIS
2) WACKERS
I ) VIERATORY SHEEPFOOT ROLTER
Morsrur?TADDLDBy i.lAIURAt l) FIRE HosE
,",.*,ur* o, ,r, 8-!?
ERo\I/ GRADE
JEFF BRAUN
r t ro rrt ,pt st r'r tarr*
LP
ASIM D 698
'II, O' OPT \r' UN4
iHIS I?F PORT PIIESINTS OPlNIONS FORMED AS A RESULT OF OUR OBSERVATION
OI F II I PLAC'I\,4EN'], AS WEIL A5 THE TESTS SHOr'/N ABOVE WT FIAVT RELIED
UPON IHE CONIRACIOR TO APPTY THE NECESSARY COMPACTIVE ETFORI AND
[,4CISIURT TO ACHIFV€ SPECIFITD COMPACTION DURING TIM€SWHEN OUA
OBSTRVER IS NOT PRTSENI AND AT TOCAT ONS OTHER THAN THOSE TESTID.
IESI DAIA AAE NOT TFE SOTE BASIS FOR OPINIONS ON WHETHER THE FItI IVEETS
SPECI ICATIONS
ryPL OI IA?IF VOVING FSUIPMTNT AND NO OT UN'ISl) BoEcAT
paocREssaEpoal FtLt PIACEMEM CONnNUES ADJACEM TO SPREAD FOOTINGS. rHE AEOVE IEST WAS PERFORMED AT
PRESEM FILI tEVEtS AND INDICATE SATISFACTORY COMPACTION IS BEING ACHIEVED.
t4 ^ our onrot rucoMpActoN M[Ers sp.crFrcAroNs As rNDrcArED By oup ogsERvA'oNs AND rEst *o.,rr 84
i I tN oup optNtoN flttcoMncnoN DoES NoI MCE| SPECtftCATONS AS lNOlCArtD BYOUR OSSERVAIIONS AND IISI NO.(SI
AND STIOUI.D BE REWORKED
scopE or osstnvATrol: t&uurrrar: I pE.roDrc. oN cAr, BAsrs: lX coNrRAcToR's oR cuENls pEpREsGNTArtvE ADvtsEo KERFYWITH s'M'l'
nNc t1 ll{-J$,^-. (-lol-t- i.-y
DAN DC^A'NING, FIETD MAI.IAGER
Compoction
Test Reporf
curN' C]TY I\iIARKET FOOD
P.O. BOX 729
GRAND JUNCTION,
tr L/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
& PFIARMACY
co 81502
fi!POQT NO
SUtsJTCI
r)ArE 07/30196 roe No 01796
40 sHEET lot
vAtt coMMoNsvlttAGE
vAtr, cotoRADo
FOUNDATION MCKFILT
SLAE-ON.GRADE
IEST
NO,tocAr|oN
DEPTH
fEET
IEST
TYPI
IAEORAIORY ftEt-D
sorl ryPE
M/'J(
DENSIW
PCF
oMc DRY
DENSITY
PC;
MC coM-
PACIION
85
SIAB.ON-GRADE
ps.2tulB 0.0 NUC 132.0 8.2 128.0 6.5 97
CURVE NO.2
JO8 NO.01796
86
SIAB-ON-GRADE
P3.81M.8 0.0 NUC 1s2.0 8.2 't 25.0 7.1 95
CURVE NO,2
JO8 NO.ot796
87
S|.AB.ON.GRADE
*.aM.2 0.0 NUC 132.0 8.2 t44.0 6.8 100
CURVE NO,2
.ros Ho.orzi6
88
Sl.A8-ON.GRADE
ps.slM.6 0.0 NUC 132.0 8.2 139.0 6.4 lo0-
CUR/E NO,2
-.ros Ho.or 7c6
SEIOW SUBGMD€
IYPE
r)
95
MOISTURE WITHIN
"6 OF M'J(MUM
1.1/A
NO OF UNITS:
ROLTER
ASTM D 698
% OF CIJIIMUM
IHIS REPORT PRESENIS OPINIONS fORMED,{S A RTSULI OF OUR OBSERVAIION
OF FIIL PTACEI\,1ENT. AS WELL AS THE TESTS SHO\,ryN ABOVI. WE |tAW RELIED
UPON THE COf'ITRACTOR TO APPLY IHE NECESSARY COMPACTIVE EFf ORTAND
MO STUI?E IO ACHIEVE SPECIFIED COMPrcTON DURING TIMTS WHEN OUR
OBSEAVTA IS NOT PR€SENT, ANDAT TOCATIONS OTHEA IHAN THOSE TESTED,
ITSI DAIA ARE NOT THE SOLE BAS S FOR OPINIONS ON WHETHER THE F tL MEETS
SPFCITICATIONSMoTSTUREADDEDBY MruRAt l) FIRE HOSE
,",.*^r* o, ,,r, 9:l-?
IYPE Of TARTH MOVING EAUIPMENTAND NO OF UNITS:
r)TRACKHOE l) EOBCAT
paocRESS REpoRr Flu. PLACEMEM SrARIED ON THE SLAB-ON-GRADE. THE ABOVE IESTS WERE PERFORMED AT
PRESEM FILT TEVETS AND INDICATE SATISFACTORY COMPACTION IS BEING ACHIEVED.
tX rH oun opr'r.u au coMpAclroN MEEIS sprcrFrcAroNs As TNDT.ATED Ey ouR oBsGRvAtoNs AND lEsr No.rsr 85' 86' 87 & 88
I I IN OUR OPINION IIU COMNCT|oN DOCS NOI MEEI SPECIFICATIONS AS INDICATED 8Y OUR OBSERVATIONS AND TEST NO.(S)
ArtD SHOUID BE REWORrcO
scopE oF oas€n {lon: L r Rlu TIME dpmroorc, or'r cr.r B srs; tXcoNrRAcroR's oR cuENrs REpR€sENrAnvE ADvts€o KEFY WITH
s. M.l.
JEFF BRAUN
fItDatflxs{Nkn
LP
crr.rHoMPsoN.lNc D4... D**,'-b
Compoction
Test Report
GLTENT: C]TY MARKET FOOD
P.O. BOX 729
GRAND JUNCTION.
TLTTHOMPSON. lNC.
CON SU LTI NG GEOTECH N ICAL
AND MATERIALS ENGINEERS
& PHARMACY
co 81502
i)/,Tr 07131196 ros No 01796
rFpoal No 4l sHEET I ol
slr3rrcr VAIL COMMONS VILLAGE
VAIL, COLORADO
SIRUCTURAI. FILL
IEST
NO.toc^floN
DEPTI{
fEET
IESI
TYPE
IASORATORY TITLD
SOIT TYPE
MAX
DENSITY
oMc DRY
DENSITYrct
MC coM-
DACIION
89
STRUCTURAT FILL BETOW-
SPREAD FOOIING P'I O/M.8 2.O NUC I32.0 8.2 130.0 7.9 98
CURVE NO. 2
JOB NO.ol 796
90
STRUCTURAT FIIL BELOVV
2.O NUC 132.0 8.2 131.0 9.O 99
CURVE NO.2
SPREAD FOOTING PIOiM.2 JOB NO.01796
EETOWTOP OF FOOIING
sptcrrcenots: ..- 98 --..-... % oF MAXTMUM
tl/A
ryPE OT COMPACTION EQUIPMENIAND NO OF UNITS:l) V|BRATORT SHEEPSFOOT ROLLER
MoT'T,READDEDBv,!! TUB4!,ll fl8q HosE
'*,a**r$
o, ur, 8,-,1-?
JEFF BRAUN
rItID RTPQTSTNIATNT
THIS REPORT PRESENTS OPINIONS FOAMEDAS A RESUTT OF OUR OBSERVATION
OF FILL PTrcEMENT, AS W€LL AS ]HE IESTS SIIO\A/N A8C}r'T. WE I-IAVT RETIED
UPON THE CONTRACTOR TO APPLY THE NECESSARV COMPACT]VE ETFORTAND
MO]STURE TOrcHIEVE SPICIFIED COMPrcTION DURING TIMESWHEN OUR
OBSEI{VER IS NOT PRESENI ANDAT IOCAT1ONSOTIER T|-1AN IHOSF TESTED
TESI DATA ARE NOT THI SOL€ BASIS FOROPINIONS ONWHETHERIHE FILL MEETS
SPECtflCATTONS.
MOISTURE WTHIN ',:: L
jcsrM D 1557
O/O OF OPTIMUM
INCHES
Nft OF EARTH IIiOVING EQUIPVIENiAND NO. OF UNITS
t)IRACKHOE r) BOBCAT
pf{oGREssR€poRT Fttt PIACEMEM UNDER SPREAD FOOilNeS FOR STRUCIURAT Fttt STARTEDTODAY. THE ABOVE
TESTS WERE PERFORMED AT PRESEM FILT LEVELS AND INDICATE SATISFACTORY COMPACTION IS BEING
ACHIEVED.
iJ rx oup oprr,rpu r... co*mcroN MEfrs spEcrFrcAltoNs As TNDT.ATED By ouR oBsERVATroNs AND rEtt
"o
pr 89 I 10-
II IN OUR OPINION TITI, COMPACTION DOES NOI MEET SPECITICAIIONS AS INDICATED 8Y OI'R O3SERVATIONS ANO IEST NO.(SI__
ANO SI.IOUID 8E RRT'ORKEO
scopE or qBSGRVAI6N: Lr ru1r ME; t{ ptrtoorc, oH ceg, BAsrs; dJ coNInAcToR's oR cuENrs RIpREsENTATrve rousto KERPY WIIH
s. M. t.
LP
Compoclion
Test Report
CITY MARKEI FOOD
P,O. 80X 729
GRAND JUNCIION,
& PI.IARMACY
co 81502
ASTM D 698
"I OF OPTIMUM
DATg 08/01/96 .rog No
aEPoRT r.lc 42
suB*cl VAIL COMMONS VILLAGE
VAIL. COLORADO
FOUNDATION BACKFILT
LiTHOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
01796
sr1lfr 'l or
TEST
NO.tocAlroN
DEP]H
fEET
I
TEST
WPE
I,AgORATORY FIETD
SOII. TYPE
MAX
D€NSIIY
rcF
oMc DRY
DENSIW
MC coM.
PACIION
9l SPREAD FOOTING P] O/I.0.0 NUC 132.0 8.2 126.O 7.5 95
CURVE NO. 2
Jos No.ot 7io
92 0.0 NUC 132.0 8.2 130.0 6.4 98
CUR/E NO.2
Joii ruo.or7coSPREAD FOOIING I5/J
EETOWTOP OF FOOI|NG
I/PE OF COMPACTION EOUIPM€NTAND NO. OF UNITS:
2) WACTGRS
I ) VIBRATORY SHEEPSFOOI ROLTER
M.T.TUREADDEDB'.-,!!^IU! t .l) FllE-fosE -
THIS REPORI PAE$NTS OPINTONS FORMED AS A RESUTT OF OUR OBSERVATION
OF Fltt PtACEMENt ASWETLAS THE IESIS SHO\tvN ABOVE. WE |{AVE REIIED
UPON TIIT CONTRACIOR TOAPPLYTHE NECESSAI{ COMPACTIVE EFFORT AND
MOISTURE TO ACHIEVE SPECITIED COMPACIION DURING TIMES WHEN OUR
OBSERVER S NOI PR€SENT, AND AI TOCAIIONS OTI-]ER THAN THOSE TESTED.
TEST DATA ARE NOT THE SOtE BASIS FOR OPINIONSON WHETHER THE F{LT MEETS
SPECTFtCAIONS.
9 - "/. ot MAXTMUM
,^.,,".,^,*^ tl/AMOISTURE WIIHIN : -A 1,:
,n,a*"rrao, ur, , 8-l ?. rNcHts
TYPE Of EANTH MOVING EQUIPMENTAND NO. OF UNITS:l) BoBcAI
paocREssREpoRT FtLL PLACEMEM CONflNUES ADJACEM TO SPREAD FOOT|NGS. rHE ABOVE IESTS WERE PERFORMED
AT PRESEM FILL TEVELS AND INDICATE SANSFACTORY COMPACTION IS BEING ACHIEVED.
)J rx oun op^roN ru coMpAcaoN MEErs sp€crFrcAroNs As TNDT.ATED ByouR oBsERvArroNs AND TEr, "o.trt
9l & 12. ..
i I tN OUR OPINION Fltt COMPACTION DOES NOT MEEI SPECIFICAIIoNS AS INDICAI€D 8Y OUR OBSER\ATIONS ANo TESI NO.(SI
A}.ID SIIOUTD 8E REWORKID
scopE or oBsERVATToN: Lr rur.L rME: t)tr penroorc.ol cllt 8166; d coNrRrcron's oR cu rs REPR€SENTAIM ADvlsED KERFY W]TH
s, M.l.
JEFF BRAUN
FIITD RTPAES€NIATN/T
tP
CTt /IHoMPSOU tNC. ?1 n
AipRrv,rD'v olr'r'l#fi-rlr#ffif;idr6il&n
Compoction
Test Report
crrNl C]IY MARKEI FOOD
P.O. BOX 729
GRAND JUNCNON.
drl;rnouPsoN. tNc.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
& PI.IARMACY
co 81502
. ;.:r 08/01/96 :ce r'ro
r.,l li )l;l ttc 43
F i( r VAll. COMMONSVITLAGE
vAtL, cotoRADo
STRUCTURAI EACIGILT
01796
srrFtI I O'
TEST
NO.LOCAITON
DEPIH
FEE]
IESI
IYPE
LAEORAIORY flttD
SOII- IYPE
MAX
D€NSITY
oMc DRY
DENSIIY
MC coM.
PACTION
93
STRUCTURAL FILL BELOW
SPREAD FOOTING P'I O/M.8 t.0 NUC 132.0 8.2 136.0 6.2 100
cus/E No. 2
JOB NO.o1796
94
STRUCIURAT FII.T BEI.OW
spnrRo FoonNG Plo/M.2 1.0 NUC I32.0 8.2 135.0 8.0 100-
cuF/E NO.2
JOB NO.01796
tEtow ToP of FoonNG
100
MOISTURE WTHIN
% OF M,{X]MUM
WA
ASTM D 698
% C: OPT N/UI\4
rF S REPOAI PR€SENIS OPINIONS FORMID AS A RESUTI OF OUROBSTRVATON
OF fILI PLACEMENI ASWETT A5 THE TESTS SHOWN ABOVE WE HAVE RTTIED
UPON iHF CONTRACTOR IOAPPTY THE NECESSAIIY COMPACTIVE EFFORTAND
\,4O|STUAT TO rcHITVE SPECIFIED COMPACIION DURING TIM€S W+IEN OUR
OBSERVER S NOT PRESENT, AND AT LOCAIIONS OTHTRIFiAN THOSE IESTED.
]EST DATA ART NOT THT SOLE BASIS FOR OPINIONSON WHITHER THE FlLT MEEIS
SPECIFICATIONS
I\PI OF COMPrcIIOI\ TQJIPMLNI AND NO OI JNIIs
r ) V|BRATORY SHEEPSFOOT ROttER
MorsruRl ADDTD BY I ) FIRE HosE
THT.KNESS oF ,FT 8'12
prrocaEssREpoRT STRUCTURAT FtLt UNDER SPREAD FOOTINGS COMTNUED TODAY. IHE ABOVE TESTSWERE PERFORMED
AT PRESEM FITL LEVELS AND INDICATE SATISFACTORY COMPACTION IS BEING ACHIEVED,
'X rx ouc oprN,om ru. coMmcto* M€GTS spEcrF.ATroNs As rNDrcArED 8y ouR oBsERvArroNs AND TEsr *o.,r, 93 & 94
L IN OUR OPINIOI{ ftIT COMFACIION DOTS NOT MEIT SPECIFICAIIONS AS INDICAIED 8Y OUP OESERVAIIONS AND IEST NO.(SI
AND SHOUID 8E REV/ORKED
scopr or oBscrn/A1oNr l(ru[nME: ' ] pEproDrc. oN cArr arsts, XcoNrn-rcron soRcttcNts REPRESGNTAIM AovlsEo XERFY WIH S'M'l'
1T PA8f;lf ERStStdHil' fi'B8Bgtf "
JEFF ERAUN
I tlO itll)lr{ SINIAIT,-{
LP
nNc O+- l-)r--r'-;.-e
DAN DOWNING. FIETD ftTAI{AgER
Compoction
Test Report
crrNr CITY MARKET FOOD
P.O. BOX 729
GRAND JUNCTION.
& PI-ARMACY
co 8't502
r-r^rr 08/01/96 rorj No
r4 Po .'r l.lo 44
I 'r] {,:' vAlL coMMoNsvlLtAGE
VAIL, COLORADO
FOUNDATION BACKFITT
LiTHOMPSON, lNC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
0r 796
sHrl I c,
TEST
NO.tocAltoN
DCPTH
TEEI
I
IEST
TYPE
TABORATORY HEt-O
solt wPE
MAX
DENSIW
PCF
oMc DRY
DtNStW
MC coM-
ACTIO
95
SPRE4D FOOJTNG
BACKFILL AT IVI2 o.0 NUC 132.0 8.2 137.0 7.O 100
CUF/E NO. 2
JOB NO.OI796
96
SPREAD FOOJING
BACKFILT AT IVIO 0.0 NUC 132.0 8.2 128,0 6.3 97
CURVE NO.2
JOB NO.01796
SEIOWTOP OF fOOnNG
95 %oF Mr'J(MUM
to,sruo, *,r",* lvA
IYPE OF COMPrcTON TQUIPMTNTAND NO. OF UNI]S
2)WACKERS
l) V|BRATORY SHEEPSFOOT ROTLER
MorsTURr ADDED BY I ) FIRE HOSE
TH CKNESS OF uFT 8- I 2
,I\P€ Cf EAR-!] }.4OVING EOUIPI,iIENT AND NO. Of UNITS
BOBCAT
ASIM D 698
"," OF OPTIMUN4
THIS ATPO?I PRESTNTS OP NIONS i ORMED AS A RESULI OT OUR OBSEI{/ATION
Oi FItL P.ACEMEN'I A5 WFLT AS THf iESTS SHO\44! ABCA/E. WT I-IAVI RETIED
UPON TI1T CONIRACIOR TO APPTY TIIE NECESSAAY COMPACTM EFFORTAND
MO]STURE TOACH PVE SPECIf IID COMPACI ON DURING T]MESWHEN OUR
OESERVER IS NOT PRESENI ANDAI TOCATIONS OTNER IHAN IHOSE TESTED
TEST DATA AAI NOT TIlE SOLE BASIS FOR OPINIONS ON WHETHER IHE FITL IVEETS
SPECIFICAI CNS
PROGI]ISSRIPORT FII-L PTACEMEM CONTINUED ADJACEM TO SPREAD FOOTINGS. IHE ABOVE IESTS WERE PERFORMED
AT PRESEM FITI I.EVELS AND INDICAIE SANSFACTOPT COMPACTION IS BEING ACHIE\ED.
rX tN oun oprNputtlcoMe cTroN ME€ls spEcrtcAlroNs As rNDrcATEo ByouR o8sERvAIroNs AND rEsr No.rsr 95 & 96
IINOUROPINION'IUCOMPACNONDOESNOTMEEISP€CIfICAIIONSASINDICAT€OBYOUROBSERVATIONSANDIESTNO,ISI
AND SItOUI,.O BE REWORIGO
scopr or ogsrlv TroN: iXFUuTTME: r I p€proDrc, oN cAr.r sAsrs: X coNlRAcIoR's oR cu€Nrs REPRESENTATIVI ADvtsto IGRRi WIH S.M.l.
JEFF ERAUN
r I i () rrl'.t?t stNI TN{
TP
cTliTHoMPsoN.lNc A-- D*-,'-b
L,''. \'! r.,'r DAN Do\ffi.llNc, FIEID lrIAl.lAGER
Compoction
Test Report
cuENT CIW ITIARKET FOOD
P.O. BOX 729
GRAND JUNCIION.
TL THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
95
"/" oF M^XTMUM
MorsTURr wrTHrN lvA
)/'rr 08/06/96 roi n.,c 01796
rf : oraT Nc- 45 SHit I I or
.;,..ercl VAll- COMMONS VILIAGE
VAIL, COTORADO
DRAIN BACKFILL
CTt/IHOMPSON. lNC.
i,lr.L_r.,r: ri. DAN
& PI.{ARMACY
co 81502
EE.olI/ GRADE
ASIM D 698
% O[ OPT1MUM
THIS REPORT PRESENTS OPlNlOl'lS FOaMED ASA AESUU OF OUR OBSTRVATION
OT F LL PTACEM€NT, ASWETL AS THE TESTS SHOWN ABOVE, WE I-{AVE REIIED
UPON II.IE CONTRACIOR IO APPIY IHE NICESSAI{Y COMPACTM EFFORTAND
MOISTURE TOrcHIEVE SPECIFIED COMPACTION DURING TIMESWH€N OUR
OBSERVER IS NOTPRESENIAND AT TOCATIONS OTHER THAN THOSE TESTED.
TESI DA]A ARE NOT THE SOTE BASIS FOR OPINIONS ON WHTIHER IHI FILI MEETS
SPEC]FICAIIONS
WPE OF COMPACNON TOUIPMTNTAND NO, OF UNIIS]
2) WACKERS
'It UBRATORY SHEEPSFOOT ROttER
MoTSTURE ADDED BY I ) FIRE HOSE
rHlcKNEssor .Fr a'12
WTE OF EARTN I',,1O\1NG EQUIPMINTAND NO OI UNIIS:'r)BoBcAT
PROGRESSREPORT FItt PI-ACEMEM CONNNUES AT THE ABOVE INSTAILED DRAINS. THE AEOVE TESTS WERE
PERFORMED AT PRESEM FITL TEVEIS AND INDICATE SATISFACTOPY COMPACTION IS BEING ACHIEVED.
tX rr.r oun onNroq g[ coMmclro' MEm spEcrFrcAroNs
^5
rNDrcAlED By ouR ossE'vAaoNs ANo rE,t *o.trt 97'98 & 99
I I tN OUR OptNtON Fttt COMPACnON DO€s NOI MEEr SPECTflCAIIONS AS INOTCATEO 8Y OUR OBSERVAIIONS AND TESr NO.(SI
AND SHOUTD 8E R€WORIGD
SCOPE OT OSSEFVAIION: IX'UUIIME; I I PEPIODIC,ON CAII BASIS:
JEFF BRAUN
r,iro,rrpnrsrrre,r.',t
tP
tX colrmcrop's oR cuENrs REPIESENTATIvIEPTESENT^IM ADvrsEo KERRY WffH
nl\{b'- Ue"t'- '"6
DOl rNlNG, FIEID MAI'IAGER
TESl
NO.rocAI|oN
DEPTH ]EST
rYP€
IABORAIORY FIEI,D
SOII TYPE
MAX
DENSITY
PCF
oMc DRY
DENSIIY
PCt
MC coM-
PACIIO
97 DRAIN EACKFIIT AT A.5/I .5 0.0 NUC 132.0 8.2 I30.0 6.8 98
CURVE NO.2
JOB NO.01796
98 DRAIN BACKFILT AT C/I.5 0.0 NUC 132.0 8.2 132.0 5.2 100
CUF/E NO. 2
JOB NO.o1796
99 DRAIN BACKFITT AI D/'I.5 0.0 NUC t32.0 8.2 137.0 3.9 100
cus/E No.2
JOB NO.o1796
s.M.t.
Compoclion
Test Report
cilFNI clTY MARKEI FOOD
P.O. BOX 729
GRAND JUNCTION,
L/THOMPSON. lNC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
& PI.IARMACY
co 81502
r':,..,i 08/07/96 .,orr r'o 01796
Itfa)Qr f.r() 46 s|ttI lor
ir i,,f cr VAIL COMMONS VILLAGE
VAIT, COLORADO
DRAIN BACKFITL
IESI
NO.rocAloN
DEPTH
FEET TYPI
TABORATORY FIELD
so . wPE
MAX
DENSITY
PCt
oMc DRY
DENSITY
MC
7"
coM-
PACTION
%
100 DRAIN BACKFITI- AT P6lI 0.0 NUC 132.0 8.2 126.O 6.7 95
CUF/E NO.2
JOB NO.o1796
I\?E OF COMPACTION EQUIPMENTAND NO. OF UNITS
2) WACKERS
i ) vamrorv SHEEPSFooT nou-en
MorsruRE ADDED BY I ) FIRE HOSE
rHrcKNEss oF LrtT q-l 2
ryft OF EARTH MOVING EQU]PI\I€NT AND NO. OF UNlIS
r) ToADER l) BOBCAT
PNOGRISSREPORT FILI. PLACEMEM AD'ACEM TO DRAINS. THE ABOVE TESTS WERE PERFORMED AI PRESEM FILL
I.EVELS AND INDICATE SATISFACTORY COMPACTION IS BEING ACHIEVED.
tX w oun onxroN t.. coMnctoN MEETS sp.cr'rcATroNs As TNDT.ATED By ouR oBsERvAaoNs ANo TEsr No.(s) I o0
I I IN OUR OPINION FII.I. COMNCIION DOES NOT MEEI SPECIFICAIIONS AS INDICAIED EYOUR OBSIRVAIIONS ANO IESI NO,IS)
AND SHOUTD BE REl,rrORtcD
scopE or oosE$r'AnoN: r FUu,rME: it pERroDrc,oN cet.r BAsrs: tXcoNnlcroR's oR cus{rs R€pREsENrAttvE ADvtsEo KERFY WITH S.M,l.
BELOl,V GRADE
JEFF ERAUN
95
"6 oF MA'TMUM
Mo .TURE wrTHrN 1'li4
ASrM D 698
.,,. OF OP'IIMUM
:hls RTPO:?T PRESTNTS OPINIONS FORMED AS A RESULT OF OUR OBSEAVATION
OF Fll t PIACEMENI AS WEIL AS THE IESIS SHCWN A8O!t WE HAVE RELIED
UPON THT CONTRACTOR TO APPTY THE NFCESSARY COMPACIIVE EFfORTAND
fvlOtSTURI IOACHIEV€ SPECItIED COMPACIION DURING TIMES WHEN OUR
OBSIIIVFA IS NOT PAESENI AND AT LOCAI ONS OIHER THAN IHOS€ TESTED.
IESI DAIAARE NOT THE SOIE BASIS FOR OPINIONS ON W.]ETHER THE FItT MTETS
sp:crtrcATloNS
frtLD RtPAf5tNlAlt4
LP
crLrrHoMPsoNlNc. U* Uou* ;.-5
/.,r{r.}'r(,r,/ DAN DOWNING, FIELD ITIAI.IAGER
Compoction
Tesl Report
C.ILN CIW IiTARKET FOOD
P.O. BOX 729
GRAIID JUNCflON,
ETL/THOMPSON. INC.
CONSULTiNG GEOTECBNICAL
AND MATERIALS ENGINEERS
& PI-IARMACY
co 81502
)At 08/16/96 .ror- rc:
' i i :r1l l'.1(: 48
0 t796
shttr lct
,j i, tc r VAIL COMMONS VILLAGE
VAIL. COTORADO
FOUNDATION WALL BACKFILI-
IEST
NO,t-ocATtoN
DEPIH
FEEI
IIST
TYPE
LASORATORY Fr€t-D
SOIT TYPE
MAX
oENStW
PCt
oMc DRY
DENSITYrcf
MC coM-
PACTION
7""
l0l BEIWEEN B & C IINE AT 7 TINE 0.0 NUC 132.0 8.2 134.0 3.5 100
cus/E No.2
JOB NO.ot 796
102 E TINE AT 7 LINE 0.0 NUC 132.0 4.2 124.O 5.8 94
CUR/E NO.2
JOB NO.o1796
SPECIFICATIONS: 95
7"
Morsru*E wrH N ffi''ut
tTBrfSYEA€t"N EsurPMENiAND No oF UN|IS
r) vrBRAToR/ SHEEPSFOOI ROLTER
MotsrLal aDDtD BY I ) WATER HOSE
THT.KNFSS oF rrFr 6-8
ASTM D 698
')i, c, oP- MtJl\4
iHIS RFPORT PRESENTS OP]NIONS FORMED AS A RESULTOf OUR OBSIAVAIION
Ot FItt PIACFM€NT. AS WEtt- AS IHE TESTS SHOWN AEOVE WE IIAVE RTL iED
JPON iHE CONJRACIOR IOAPPTYTHE NECESSARY COIVIPACTM EFFORTAND
MOISTURf TO ACH F/T SPECIFIED COMPACT ON DURING TIMES WNEN OUR
OESEAVTA IS NOT Pt?ESENI ANDAI TOCAIIONS OIH€R T|.{AN IHOSE TTSIED
.]TST
DATA ART I.JOT TFIE SOIE BASIS FOR OPINIONS ON WHIII-]ER THF FII I MIt IS
SPTCIFICATIONS
tlTSbtSAY*"G EQUTPMEf.TTAND Nc oF uNrTs
pRocRrssREpoRT IHEAEOVEIESTSWERE PERFORMEDATPRESEMFTLILEVEIS. TESTNO. l0l INDICAIES
SATISFACTORY COMPACTION. TEST NO. I 02 INDICATES UNSATISFACIORY COMPACTION. THIS AREA WAS
RECOMPACTED, NO RETEST WILL BE PERFORMED. THE COMRACTOR WIt! COMINUE TO PI.ACE EACKFILT.
l0lX,* oua oa,n,oN Htr coMHcroN MEETs spEcrFrcAroNs As rNDrcArED By ouR ogsERVAloNs AND r€sl No.(sr
I IN OUR OPINIOIT FIt.I, COMPACITON DOES NOT MEEI SPECITICAIIONS AS INDICATEO BY OUR OBSEEVAIION5 AND IEST NO,(SI
102
AT'ID SHOUTD BE PEWORXTD
scopt ot oBs€nMlno* IlQuu rtur: I I PtRroDrc. oN cAtt E sls: XcoNrR cron's oR ctltNT's REPREsENTATIvE ADVlsEo KERFt' W|TH
STAN MILLER. INC.
DON MOIE
'r' o u ,'ntsrNrarG-
LP
;k-"Q#;ffi
Compoction
Tesl Report
curNr: CITY IVIARKET FOOD
P.O. BOX 729
GRAND JUNCTION,
& PFIiARMACY
co 81502
)^r: 08/13/96 Joe r'.ro
'rr lroar No 47
L/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
01796
sHEEr I or
:;L.,IFCI VAILCOMMONSVILIAGE
VAII, COLORADO
FOUNDANON WALL EACKFILL
IEST
NO.LOCAIION
DEPTH
FE€T
TEST
TYPE
IAEORATORY ftH.D
so .wPE
MAX
DENSITY
rcF
oMc DRY
DENSIIY
PCf
MC coM-
NCI|oN
%
NO IESTS PERFORMED
?
% OT MAXIMUM THIS REPORT PRESFNTS OPINIONS FORMED AS A RESULT OI OUR OBSERVATION
Of I LIt PIACIMENI AS WT LL AS TH€ TESTS SHCN'N ABOVE WE ITAVI RTTIT D
upoN THt coNiRACIoQ ro ApPty IHE NECESSARY coMPAcIlvE EfFoRT AND
MO STUI?E TOACHIEVI SPECIFIED COMPACTION DUAING IIMIS WHEN OUR
O3SER\,Ti? IS NOI PRESENI AND AT TOC}TIONS OTHER TiIAN II]OSE IESTII)
TESI DATA AIIE NOT THt SOIE BASIS FOA OPINIONS ON WI]EIHER iHI FII I MEETS
SPECITICAT]CNS
MOISTUAt WITHIN
TYPE Of COI'/PACTTON EQUIPMENIAND NO OF UNITS:
MO'STUI?F ADDFD BV
tFrCkNrSS O'Llf T
ir"t OF EAAiH MOV'ltlG IOU|PMEl.ll AND NO. OF UNITS
"
of opTh.4uM
pRoGREssaEpoRT oNE IRUCK IOAD OF PROPOSED tMpORt Fltt FOR FOUNDATTON WAtt AND UNDER Slj8 FILL WAS
DEITVERED TO THE SIIE. A SAMPTE WAS OBIAINED FOR A MOISIIJRE DENS]TY RETAIIONSHIP CUFYE (PROCTOR
TEST). THIS [,lAIERlAt lS, lN OUR OPINION, SUIIABLE AS IMPORT FlLt.
|]|NoURoP|NK,NF|ttcoMPAcT|oNMEETssPEc|t|cAI|oNsAs|NDtcAIED8YouRo8sERvAToNsANoIEsINo'(s}
r , tN ouR optNtoN Hlr coMncltoN DoEs Not MEEI spEcrFrcAlroNs As rNDtcArED BYoUR oBSERVA oNS AND rEsr No.(s) "., r , -
AND SHOUI,D 8E REWOR(ED
scopEof oEsc$r'AfloN: I I ruuT|ME: t ptnporc. oN cert sAsts: ix coNrRAcroR's oR crtENrs REpngstNnrrw lovts€D. KERRY W[tl
DAI-I DOWNING
r r rt, trrr,*st ntittw
LP
Gompoction
Test Report
c rrNr CIW MARKET FOOD & PHARMACY
P.O. BOX 729
GRAND JUNCTION. CO 8'I502
95
'/. oF I\4AXTMUM
MOISTURE WITHIN
)ArE 08/19/96 roe flo
')t
Pcrir No 49
L/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
0l 796
sHEEI I ot
sun.Jrcr VAILCOMMONSVILLAGE
vAlr, cotoRADo
FOUNDATION WALI BACKFILL
ASTM D 698 '
% Of OPTIMUM
IHIS REPORI PRESENIS OPIN ONS FORMEDAS A RESULT OF OUR OBSEI{/ATION
OF rltl PLACEMENT AS WELL AS THE IESTS SHO\'N ABOIt WE I{AVE RELII D
UPON THE CONTRACTOA TO APPIY THE NECESSARY COMPACTM EFFORTAND
MOISTUAE TO ACHIEVE SPECIFIED COMPrcTON DUAING TIMESWHEN OUR
OBSERVER IS NOT PRESENT, AND AI TOCAIIONS OIHER THAN INOSE IESTED
TEST DATA ARE NOT THE SOtE MSIS FOR OPINIONS ON WHETHER THE FILL MEETS
SPECIFICATIONS
105 & 106
KERRY W]TH
STAN MILLER, INC.
TEST
NO.r.ocATtoN
DEPTH
TEET
TEST
TYPE
TABORAIORY FIEI,D
SOII. TYPE
MAX
o€Nstw
PCt
oMc DRY
DENSITY
rcF
MC.k coM'
PAC]ION
103
AT P-IINE & P.4
(rNslDE) P|PE TRENCH FrLr.6.0 NUC 131.5 8.1 128.0 4.4 97
CURVE NO.3
JOB NO.o1796
104
BETWEEN3&4LINEAT
&uNE (rNSrDE STRUCiURE)0.0 NUC l3l .5 8.1 135.0 5.2 t 00-
CURVE NO. 3
JOB NO.o1796
105
50 FEET EAST OF NORTHEAST
coRNER OF BUTTDTNG (EXr. WAU.)6.0 NUC 131.5 Ll 127.O 6.2 97
CURVE NO. 3
JOqNO.Ol796
t06
I50 FEET EAST OF NORTHEAST
CORNER OF BUILDING EXT. WALL 6.0 NUC 131.5 Ll l3l .0 6.2 100
CURVE NO, 3
JOB NO.or 7ed
$s ggsPggT tgPd[EH
AND No oF uN'rs
't) wAcKER
I:.l'J:',.*,", " r'l'o**t tott
$ gtL4f{]lgg,\t I8ABEH
o'o'c oF uN'Ts
pRoGREss REpoRr TESTS WERE PERFORMED AT PRESEM Fltt LEVELS. TEST NOS. 103 & I 04 INDICATE
SATISFACTORY COMPACTION. BIJT LOW MOISTURE CONIEM. KERRYW]TH STAN MILLER, INC. WAS NOTIFIED AND
AGREED TOADD MORE MOISTURE. BACKFITL COMINUES ON OUTSDE OF WALI- ON NORTH SECTION.
APPROXIMATELY 'Il2 OF NORTH SIDE IS BEING SACKFITLED IN TIFTS OF 8-I O INCHES. BACKFITL WILL
COMINUE AND KERRY W]TH S.M.I. IS STARTING TO BRING IN BACKFILL ON THE EAST SIDE OF BUILDING 8I'T
NOT YET GRADING OR COMPACTING MATERIAI. CTLTTHOMPSON WIIT MONTIOR BACKFILT AND TAKE IESTS AS
NEEDED.
.4 ,n, oua or,",ou ,rLr. coMncnoN MEErs spEcrtcAtoNs As rNDrcAr€D By ouR oBsERvATroNs AND rEr, "o.,r,
I 03'- I o4'
I IN OUR OPINION FITT COMPACIION DOES NOI MEET SPECITICATIONS AS INDICATED 8Y OUR OSSERVATIONS AND IESI NO,(S)
AND SHOUID BE REWORrcD
scopf ot oBsEnr'ArpN: rXruu IrMEi . I pERroDrc. oN cAtt gAsrs: iX coNrRlcroR's oR crJENrs REeRESENIAIr'I ADvts€D
DON MOTE
tliIO fi PA{ STNIATM
LP
crr,THoMPsoN,lNc O+-,,. Ioru.- ;-,5
.', ,i.1 ,,. DAN DOt NING. FIELD MAMgeR
Somple Descriplion SAND, GRAVELLY, BROYIN
IMPIORT FILL
CompoctionTesiplssscluls AsIr{ D 698
METI-€D C
CURVE NUMBER
MAXIMUM DRY DENSW131.5 pCr
OMMUM MOISTURE CONTEM
8.1 % DRY WEIGHT
25
UOUIDLIMTT
PLASTICTfY INDEX
SILT AND CLAY
Compoclion
JOB t€. GS-1796 Test Results oa/27/96
o
CTL/THOMPSON, INC.
CONSULIING GEOTECHNICAL
AND MATERIALS ENGINEERS
08/20196 roe No 01796
50 sHttT |or
VAIT COMMONSVILLAGE
VAIL, COTORADO
FOUNDATION WALT BACKFILT
Compoction' Iiesi Report
C]IY MARKET FOOD
P.O. BOX 729
GRAND JUNCTION,
& PHARMACY
co 8r502
ASIM D 698
% OF OPTIMUM
oAtt
titPouT fio
5UB.]EC'
IH S REPORT PRESENTS OPINIONS FORI\,4EDASA RESULT OF OUR OBSERVATION
OT IILT PLACEMEN] ASWETLAS THE TESTS SHO'N A8OVE. WE I.AVE RELIED
UPON IHE CONTRACTOR TO APPLY THE NECESSARY COMMCTVE EFFORIAND
MOISIURE TOrcHIEVE SPECIFIED COMPACIION DURING TIMES WHEN OUR
OBSEAVER IS NOT PRESENI AND AT LOCATIONS OlHER THAN THOSE TESTED.
TEST DATA ARE NOT IHE SOI-E BASIS FOR OPINIONS ON WHEIHER THE FILI MEEIS
SPECIFICAIIONS.
IESI
NO.tocAI|oN
OEPTH
FEET
IESl
TYPE
IABORAIORY FIETD
so[. wPE
M^)(
DENSIW
PCr
oMc DRY
DENSIW
rcF
MC
v"
coM,
PACTION
107
ESCAI.ATOR PlT APPROXIMATELY
srrwErN r a n iiue Ar rs urue 0.0 NUC l3l,5 8.1 122.O 4.3 93
CURVE NO.3
JOe t{o.ol zco
l07A NUC l3l .5 Ll 125.0 6.3 95
CURVE NO. 3
RETEST OF IEST NO. I 07 JOB NO.o1796
a
95,
MOISTUREWIIHIN
7o OF MAXIMUM+l-2
TYPE OF COMPrcT|oN EQUIPMENTAND NO. OF UNITS:r)wAccR
r) sHEEpsFboT ROnER
roorro, ooororr. J) wArun lose
THTCKNES.oF LrfT l?:] 9 -
TYPT OT EPJIT]I MC^/NG EOUIPME\TA\D NO OI UNI_Sr) BoBcAT
pRocR€ssREpoRr TESTSWERETAKENATPRESEMFTLTTEVELS. THISWASAPPROXIMATETYI-l/2FEETOFIMPORT
FILI.. TEST NO. IO7 SHOWS FAITING COMPACNON AND totil MOISTURE. KERTVWffi STAN MIttER, INC. WAS
ADVISED. A RETEST WAS PERFORMED TATER IN IHE DAY WTTH SATISFACTORY RESUITS. FILT PIACEMEM HAS
ALSO EEGUN ON IHE NORI}I SIDE OF IHE DOERIOR WAIL AT.ID WEST SIDE IT.IIERIOR WALL. IESTS WITT BE
PERFORMEO SOMENME TOMORROW.
d{ rH our oaHrou Rr.r coMRAcnoN MErs sp€crrcAr'oNs As rNDrcAlED By ouR o'sElv^noNs AND tEsr No.1s1 l07A
:r lN ouR oprNrort rrucoM*cnoN Docs NoT MGET spEcrr.A'oNsAs TNDT.AIGD By orJR osstR rrroNs^No t* tolai]9t
AI.ID SIIOU1D BE RAI{ORIGD
scopr or oBsEwAlroH: druunur; t prRroorc.oN cAr[ BASF: d coNlplcroR's oR cuENrs REp{€$Nt lrvt ADVIsGD IGRRY w]IH
STAN MILI.ER. INC.
DON MOTE
TIETD REPNESfNIATM
LP
cTt/rHoMPsoNrNc A-- Dr--t*,'-^
...,r/. ', ,r.i DAN DOII/NING, FIELD MAt,Ae€R
Compoction' Test Reporl
cr-rENT: CIIY MARKff FOOD
P.O. BOX 729
GRAND JUNCIION,
CTL/THOMPSON, INC.
CONSULIING GEOTECHNICAL
AND MATERIALS ENGINEERS
& PMRMACY
co E1502
r)Arr 0A122196
ALPOQ; NO
.rog No 01796
5l sH.ltr I or
suBJrcT VAlt COMMONS VIILAGE
vAlt, cotoRADo
FOUNDATION WALL &ACKFILL
AND TRENCH BACKFILL
95 %oFMpxMUM ASTM D 698
M'T'TURE wrHrN wA % oF .PT.MUM
WPE OF COMPrcTION EOUIPM€NTAND NO. OF UNITS:
r)wAcKER
iJ SHEEPSFOOi ROtlER
M.T'TURE ADDED BY . -!l WATER HosE
t2-14-HrCkNt-SS Or .rtT
ryPE Of EARTH MOVING ESUIPMENT AND NO. OF UN ISl) BACKHOE l) BOBCAT
pRocREss REpoaT IESTS WERE PERFORMED AT PRESEM FtLt LEVELS. TEST NOS. I 08 & I 09 WERE PERFORMED ON
inErucu t-mes covERtNG ptpE, THE SAME MATER|AI THAI wAs TAKEN otfl To PUT lN PIPE wAs REUSED As
BACKFILL. IHE ]VIATERIAI. WAS SCREENED AND RECOMPAC1ED AND IS OF SATTSFACTORY COMPACIION. TEST NOS.
I I O & I I I WERE PERFORMED ON FOUNDATION WALL EACIG|LL AI.ID IT WAS AN IMPORT BROUGHT ON SITE BY STAN
MILLER. INC. THE MATERIAT WAS EROUGF{T IN AND DUMPED AT ABOI'T I4 INCHES OF DEPTH AND THEN
COMPACTED. IESTS INDICATE SATISFACTOPY COMPACTION.
tX rx our op^rou ru. coMsAcTroN MEm spEcrrrcArroNs As tNDrcArED sy ou* ossERvATtoNs AND TEr, *o.ttl -1
08, L9?,lt0&lll
I l tN ouR optNtoN Fttr coMacltoN DoEs NoT MEEI SPECTFTCATIONSA5 INDICAIED BY OUR OSSERVAIIONS AND IISI NO.lSl
AND SHOUTD 8E PEWORIGD
,aorr* o*i* r,o*, d(ru,rnur, n pceroDlc,oN cAu sls6: dcoNrn cloR's oR cuENrs REPRESENTAIIvE ADvlsEo KERRY WTH
STAN MILLER, INC.
IHIS R€PORI PRESENTS OPINIONS FORMEDASA RESULT OF OUR OBSERVATION
OF F1LI PLACIMENI, AS WELL AS THE TESTS SHO.VN ABO\I' WE FIAVE RELIED
UPON THE CONTRACTOA TO APPLY ]E NECESSAR{ COMPACTIVE EFFORT AND
IV1OISTURE IO ACHIEVE SPECIFIED COIVPACTION DURiNG TIMESWHEN OUR
OBST RVER IS NOT PRTSENT, AND AT LOC}TiONS OTHER Il.lAN THOSE TESTED'
TEST DATA ARE NOT IHE SOtE BASIS FOR OPINIONS ON WHEI}IER THE TItL MEETS
SPECIF CATIONS
DON MOIE
fIttD RTPRTSINIAIM
TESI
NO.tocAfloN
OEPIH
TEET
TEST
WPE
I.AEORAIORY FIETD
SOIITYPE
MAX
DENSITY
oMc
70
DRY
D€NSITY
PCF
MC
7"
coM-
PACTION
o/"
108
IRENCH BACKFII.L
0.o NUC 132.0 8.2 138.0 5.1 lo0-
CURVE NO. 2
ATP-8&HIINE JOB NO.o t 796
't09
TRENCH BACKFILL
0.0 NUC 132.0 8.2 127.O 5.4 96
CUR/E NO. 2
AT IO IINE & H IINE JOB NO.o1796
ll0
FOUNDATION WALT BACKFILL
8.0 NUC 131.5 8.1 126.0 7.1 96
cuR/E NO. 3
ATP.4BEMEENO&RLINE JOB.ilO.0l796
llI
FOUNDATION WAIL BACKF ItL
8.0 NUC 131.5 8.1 't29.0 7.2 98
CURVE NO.3
ios N-o.ot zi6AT P.4 IINE & ILINE
TP
crl/rxoMpsoN.lNc fJy D.-r- ;.-V
.'.,r1,o!1r\r,' DAN DOWNING. FIELD MAIIAG€R
Compoction' liest Report
cLrrNT: clIY i\iIARKET FOOD
P.O. BOX 729
GRAND JUNCNON,
& PI-IARMACY
co 81502
DArr 08/23/96 roe No 01796
QEPoar NO 52 sd[tl lot
liuB.ri.T VAIL COMMONS VlttAGE
vAlt, co[oRADo
FOUNDATION WALL BACKFILL
drlrrHovPSoN. tNc.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
SPECIFICAIIONS:
MOISIUAE WTHIN
]YPE OI COMPrcTON ESUIPMENTAND NO, OF UNIIS:
l)wAcKER
r) SHEEPSFOOT ROTTER
DON MOIE
r,iro nrarrsrNwnt
tP
IHIS REPORT PRESENTS OPINIONS TORMEDAS A RESUTT OF OUR OESERVATION
Of FIII- PTACEMENIASWELT AS THE IESTS SHO\ruN ABOVI WE |l/cVI RETIED
UPON THE CONTRACTOA IO APPLY THE NECESSARY COMPACTVE EfFORT AND
MOISTURE TO ACHIEVT SPECITIED COMPACTION DURING TIMESWHEN OUR
OBSEM/ER IS NOT PR€SENI AND AI LOCATIONS OIHER TI-1AN IHOSE IESTID
TESI DATA ARE NOT THE SOLE BASISTOR OPINIONS ONWHETHTR THE FITL MEETS
SPECIFlCATIONS
95 % OF IVAJIMUM ASTM D 698
"/. OF OPIIMUM
IVPE OF EARTH MOVING ESUIPMENTAND NO OF UNITSIl) BoBcAT l) ToADER
pRoGREssREpoRT THE AEOVE TESTWAS PERFORMED Ar PRESEM Fttt LEVELS. TESI NO. I l2 SHOWS SAIISFACTORY
COMPACTION WTH ADEOUATE MOISTURE COMEM. THE COMRACTOR WIIL COMINUE TO BACKFILL.
I rn our on*o'{ tu coM'\cnoN MGsIs spEcrtcAr,oNs As rNDrcArED By oup oEsEwATtoNs AND r'st No.($ I I 2
U tN OUR OflN|ot{ f .t COMHCT|oN DO€S NOI MEEI SPECTF|CAITONS AS |NDICAIEO EYOUR O8S€n|1/AIIONSAND IESI NO.lSl.,-
AND SHOUI"D 8E REWORKID
scopt oF oasERvAnou: d( ruu nue I r pERroDtc, oN cArr BAsrs; iX coNIRAcIoRs oR cuENts REPRESENTAIM ADvlsED KERRYWIH
STAN MILLER. INC.
TEST
NO.IC'CATION
DTPTH
f€ET wPt
IABORAIORY FIETD
SOII, TYPE
MAX
DENSITY
PCF
oMc DRY
DCNSIW
MC
o/o
coM-
{cTro
1"
't]2 EAST S|D-E OF WAL! . r 5q FEET
NORT}IOF SOTTTIEAST BLDG CORNI R 6.0 NUC r3l.5 8.t 125.0 6.0 95
CURVE NO.3
JOB NO.ot 796
cn/rHoMpsoN,fNc A* [o-l-,,.-7
.'., ,o,).1D8\ DAN DOWNING, FIELD MAMGTR
Compoction
Test Report
CITY MARKET FOOD
P.O. BOX 729
GRAND JUNCTION,
& PHARMACY
co 8]502
ASTM D 698
% Ot OPT MUM
DATI 08126196 rog No
arPoalNo 53
L/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
01796
sdFtr I o'
suBJFcr VAlt COMMONS VILLAGE
vAtt, cotoRADo
FOUNDATION WALL BACKFILL
rEST
NO.[ocATtoN
DIPIH
FEfI
I
TEST
WPE
IASORATORY FIELO
SOIL TYPE
MA(
DENSITY
PCf 2
oMc DRY
DENSITY
PCF
MC
olo
coM,
PACTION
7a
l't3
I50 FEET NORITI OF
SOIJTHEAST CC,IiNER OF BUIDING 4.0 NUC 129.5 8.0 124.O 6.4 96
GRAVEL, SAND]
RED BROWN
ll4
50 FEET EAST OF
NORTFIWEST CORNER OF BUITDING 4.0 NUC 129.5 8.0 125.0 6.0 97
GRAVEL, SANDI
RED BROWN
BETOW GRAD€ESIIIT,AIED Bf A ONE POIM
95 % oF MAXTMUM
ro,rruo, *,*,^ vl
}5$e?[€ftti "N
EQUTPMENT /tt'lD No oF UN1TS:
i) VIBRAToRY SHEEPSFOOT
-ROUER
M.T'TURTADDTDB' l) WAIER HosE
TrircKNrss oF .rFr 8'14
Tu8[mi88'*G EQUTPMEM AND No. oF UN|TS:
moGaESsREpoRr rHE FOttOWtNG TESTS WERE PERFORMED AT PRESEM FlLl- LEVEtS. TESI NO. I l3 & NO. I l4
SHOW SAIISFACTOPY COMPACTION. KERRYWIIH STAN MILIER, INC. WAS NOTIFIED OF TEST RESULTS.
BACKFILLWILL COMINUE TOMORROW IN THE SAME AREAS.
tlf rN oun onrpu r[ coMDAcroN MEgTs spEcrFrc^roNs As rNorcArED By ouR oBsE$/AtoNs ANDrEst *o.rrt.,-,I I 3 I I ]4
i I tN OUR OptNK)N flu co ncrpN Dots Nor ME€r sPEcrFrcAfloNs As lNDlcAlED 8Y OUR OSSEnM TIONS AND rESr NO.(SI
AND SIIOUI.D 8E REWORIGD
scoPE of oBsERv ltoN: il tulrllM€; rilp:npotc,oH cerl BAsls; dcoMR clors oR cuENrs R€PnEsENr lrvEADVlstD KERRY WIIH
STAT.I MILTER, INC.
rHS REPORI PRESENTS OPINIONS FORMEDASA RTSULI OT OUR OESERVAIION
OF Fltt PLACEMENI, ASWEtt AS THt TESTS SHO\iVN ABOVE WE FiAVE RELIED
UPON THE CONTAACTOR TO APPLY THE NECESSARY COMPACTIVT TFFORTAND
MOiSTURE TO ACHIEVE SPECIFIED COMPACTION DURING TiMES WHEN OUR
OBSERVER IS NOI PRESENI AI\D AT TOCATLONS OTHER T|1AN THOSE TtS]ED
TEST DATA ARE NOT THE SOLE BASIS FOR OPINIONS ON WHETHER IHE FITL MEEIS
SPECIFICATIONS
DON MOTE
rrfto ntpntsrlrrervr
LP
cn/rHoMPso*rNc A-- [orr,- ;.-7
,,p-pd,ros' DAN DOWNING, FIELD lr'lAl.lAdlR
Compoction
Test Report
C]TY IVIARKET FOOD
P.O. BOX 729
GRAND JUNCTION.
& PHARI4ACY
co 81502
NCI]t S
'n7 & il8
irs
PERIoDIC. ON CATT BASIS; X CONTPACTOR'S OR CI-IENTS PEPFESINIATTW AOVISEO KERRY W]TH
STAN MITIER, INC.
THIS REPOAT PRISENTS OPINIONS FOAMED AS A RTSUTT OF OUR OBSEAVATION
Ot FltL PTACEMENT. AS WE tt AS IHt IESIS SHCI/VN ABOVT WE f{AVt RE tlED
UPON THI CONTRACIOR TO APPIY THE NECESSARY COMPACTIVT ETTORIAND
MOISTURE TO ACHIEVT SPTCIFIED COMPrcNON DUAING TIMES WHEN OUR
OBSERVER S NOT PRESTNT ANDAI TOCAIIONS OTHER II{AN IHOSE IESTED.
TESI DAIA ARE NOI THE SOtE BAS]S FOR OPINIONS ON WHEIHEA THE F]tT MIETS
SPTCIFICATIONS
, ,,r i 08/29196 . oe t''o
i.I r()rir r'.ro 54
LiTHOMPSON. INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
o1796
s|rt ! r I crt
' 1, ri T VAIL COMMONS VILLAGE
VAII, COLORADO
FOUNDATION WALL BACKFILL
TEST
NO.t-ocAItoN
DEPTH It5l
TYPE
IABORAIORY FIEI,D
sofi. TYPt
MAX
DENSI]Y
PCt
oMc DRY
DENSIW
PCt
MC coM-
mcnoN
a"
'r l5
P.5 & R LINE . WEST END OF
PARKING STRUCT. - INSIDE WATL 0.0 NUC 131.5 8.1 122.O 7.9 93
CURVE NO. 3
JO8 NO.o1796
't l6
P.4&RIINE.INSIDEWAtt
PARICNG STRUCTURE 0.0 NUC 131.5 8.1 125.0 6.3 95
CURVE NO.3
JOB NO.ol 796
'n7 3 LINE & K IINE - EAST END OF
INSIDE WAIL PARKING STRUCTURE 0.0 NUC 13r.5 8.1 129.O 5.5 98
CURYE NO.3
JO8NO.o1796
il8
6 IINE & K LINE . EAST SIDE OF
INSIDE WAL! PARKING SIRUCTURE 0.0 NUC l3'l .5 8.1 130.0 5.6 99
cuR/E NO. 3
JOB NO,o1796
8E[OW GRADE
95 %oFM.xrMuM
,o,rruo, *,r*,* lvA
TYPE OF COMPACTION IOUIPMENTAND NO OF UNITS'r) wAcKER
I) VIBRAIORY SHEEPSFOOT ROTLER
MoTSTURE ADD€D BY I ) WATER HOSE
rH cKNrss or L Fr 8-14
TYPE OF EARTH MOVING ISUIPIITNIAND IIO. OF UNITS
r) BoBcAT
ASTM D 698
rb Of OPTIMIM
pRoGREssaEpoRr IESTS WERE PERFORMED AT PRESENI Ftt[ LEVELS. Att TESTS SHOW SATISFACTORY COMPACIION
WTH THE EXCEPTION OF TEST NO. I I5. XERRY WIIH STAN MILLER, INC. WAS NOTIFIED AND SAID THE AREA
WIIL BE RE-COMPACIED. A RETEST OF THIS AREA WII-L BE PERFORMED IATER. BACKFITL WILL CONNNUE IN
OTHER AREAS ON THE JO8 SITE. KERRYWII-L NONFY OUR CTL/THOMPSON REPRESEMATIVE WHEN FURTHER
TESTING IS NEEDED.
:X rx oun oprr.rpN n[ coMRAcaoN MEErs spccrncATroNs As rNDrcATEo Ey oul oSsGR\ATroNs AND TEsT No.tst I I 6'
. ] IN OUR OPINIOTT Ft[T COMPACIION DOES NOT MEET SPECIFICAIIONS AS INOICAIED 8Y OUR OSSER\r'AIPNS ANO TESI NO.(S}
AND SHOUTO BE REWORrcD
SCOP€ OF OBSTRVATION: X fUU IIME;
DON MOTE
,,irO nt r,',r y,.lrr,r,vl
LP
cIt'THoMPSoNfNC
U* [ro'r.- ;'-v
i 1 . '1 , DAN DC)\MING, FIELD t\4AI.lACtR
Compoclion
Test Report
cLr,rli crY MARKET FOOO
P.O. BOX 729
GRAND JUNCTION,
8EI.OW GRADC
ryPT OF COMPACTION EOUIPMENT AND NO OF UN IS
I) VIBRATORY SHEEPSFOOT ROLLER
r)wAcKER
McisTUaE ADDED BY I ) WAIER HOSE
.plC(\r55O_ |[1 'i.2-16
ryPI OF EARTII MOVING EOU]PMENT AND I'IO OF UN IS
I) BOBCAT
DON MOTE
,,t tf t tXPnt S t ttl'rrt
LP
L/THOMPSON, INC,
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
& PHARMACY
co 81502
95 e; of MAX1MUM ASTM D 698
ro,rrro, * rr,^ V4 'z ot oPT N/ur'"4
i)Arr 08/30/96 x-ri., rro 01796
li{ la 'I NO 55 sfttt I ot
:i.lj.Fc' VAILCOMMONSVIILAGE
vAlt. cotoRADo
FOUNDATION WALL BACKFILL
pRc),GRESsREpoRT THE ABOVE TESTS WERE PERFORMED AT PRESEM FlLt LEVELS. TESTS INDICATE SATISFACTORY
COMPACNON BI'T EXTREMEI.Y LOW MOsruRE CONIEM. IHE REASON THAT IHE TESTS SHOW LOW MOISTURE IEVEL
IS COMPACTION WAS DONE 2 DAYS PRIOR TO TESTING RESULTING IN A TOW MOISTURE COMEM. KERRY WAS
ADVISED OF TESTS AND CONFIRMED THEY HAD BEEN DONE A COUPLE OF DAYS AGO. KERRY WITL ADVISE OUR
OFFICE WHEN ADDMOMI AREAS ARE READY FOR TESNNG.
rN ouR oprNro1 tt t coMmc.oN MEm spEcrf rc^toNs As rNDrcArED gy ouR oBsERvArtoNs AND IEsr No 1sy I l9 & I 2._0
IN OUR OPINIO]T f ITTCOMPACTION DOES NOI MEET SPECITICAITONS AS INDICAIED 8Y OUR O8SER1/AIIONS AND IEST NO.(S)
AtlO SllOUt O BE RE\,VORXED
scopE or oBsERvAloNr :XFUu"1ME; I I pEptoDtc. oN cALtBASrs: l( coNrRAcroR's oR cuGNrs REpREsENrArrvE ADvtsED KERRY WIIH
SIAN MIILER, INC.
X
-HIS REPOR: 'AT$NiS OPINIONS FORM!D AS A RESULI Of OUR OBSET?VATION
OI
'
II I PTACEMENT, AS WELI AS IHE TESTS SHO\IJN ABOVE WE HA\,I RET ED
UPON TIl€ CONIAACTOR IO APPLY IHE NECESSAAY COl\,4PACTIVT ETFORT AND
MO STUAE TOACHIEVT SPECIFITD COMPACTION DURING TIMESWHEN OUR
OBSEA/ER IS NOI PAESENT, ANDAT LOC}TIONS OTHER IHAN THOSE TESTID.
IEST DATA ARE NOI THE SOLT 8ASIS FOR OPINiONS ON WHETHTR THE FILL MEETS
SPIC'tICAJTONS
TESI
NO.r-ocAfloN
DEPTH
TEET
I
IESI
WPE
IAOORAIORY
'IELD
so . wPE
MAX
DENSITY
PCF
oMc DRY
DENSIW
PCt
MC
%
coM-
PACIION
"/"
l19
BEMEENNI-INE&4TINE
INSIOE PARKING STRUCTURE 0.0 NUC 131.5 Ll 134.0 3.8 lo0-
CURVE NO, 3
JOB NO.Ol796
120
K TINE & I5 LINE - 50 N WEST
OF SE CORNER OF PK]NG STRUCT.0.0 NUC 131.5 8.1 126.0 3.8 96
CURVE NO.3
JOB NO.o t 796
crt IHoMPsoN lNc
U* D** .'.-*
'J1'''''.!i ''I DAN DOWNING. FIETD MAI'IAGCR
Compoction
Test Report
ciriNI clIY MARKET FOOD
P.O. BOX 729
GRAIID JUNCTION.
?t,t*oMPSoN, tNc.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
SEI,OVY GRADE
95 % or M,*TMU'.
,o,rrro, *,r,,,* lvA
TYPE OF COMPACTION EQUIPMTNT AND NO OT UNIlS
2) WACKERS
l) VTBRATORY SHEEPSFOOT ROTLER
MoBTUar ADDED BY I I WATER HOSE
THrcKNrss or L.FT t 2'16
TYPE OF EARTH IIOVING EOUIPMENTAND NO OF UNIIS
r) LoADER l) BOBCAT
DON MOTE
rrro nrt'nts rulatvt
tP
I )AT: 09/03/96 roe r'rc 0l 796
irr:onr No 56 Sr.t LI I i.rt
rrr,rrcl VAIL COMMONSVIIIAGE
VAIT. COLORADO
FOUNDAIION WAtt BACKFITL
IHIS REPORT PRESENTS OPIN]ONS IORMID ASA RESUTT OF OUR OBSERVATION
O| F LL PIACEMTNI ASWETI AS THE TISTS SHOWN ABOVE WE ITAVE REIIED
UPON IITE CONTRACTOR IO APPTY III€ NECESSAI{Y COMPACIIJE EFFOATAND
MOISTURE TO ACHIFVE SPEC F ED COMPACTION DURING TIMES WHEN OUR
OBSERVER S NO] PRfSENT, AND A1 LOCAIIONS OTHER TFIAN THOSE TESTED.
rTST DATA ARE NO'i THE SOLE BASIS FOA OPINIONS ON WHEIHEA'iHT FItL MEETS
SPTCIFICATIONS
& Pl-lARiil,ACY
co 81502
ASTM D 698
"," oF oPl ,.{j\,1
tfrcrts
pRoGaESs RrpoRT TESIS WERE PERFORMED AT PRESENI Fttt LEVELS. THE BACKF|LL WAS P|ACED ON Ot TSIDE OF
PARKING STRUCIURE ON THE E,r.SI SIDE AND WAs BROUGHT lN AT APPROXIMAIEIY I TO l'l/2 FEET AI A TIME.
BACKFILI- IS COMINUING ON THE EAST SIDE. KERRY W]TH STAN MILLER, INC. WAS NOTIFIED OF TEST
RESUTTS AND WITT NOTIFY OUR CTI,./THOMPSON REPRESEMATTVE WHEN MORE IESTING IS NEEDED.
X rH oun osx.g1 r[coMpAcrroN MGETS spEcr.rc^TroNs As TNDTcATED By ouR oBsER'\r'AnoNs ANo TErt *o.trt l2l'122&123
1 I IN OUR OPINIO}( TtrtCOMPACIION DOES NOT MI€T SP€CIfICAIIONS AS INDICATED 8Y OUR OBSCSr'AT|oNS AND IESI NO.{S)
AND SHOU1D BE REWORXED
scopE or ogsErr' loN, i)j( ruu. rrur, i r prRroDrc.oN c r.t BAsrsi IX coNlucroR's oR cuENTs RrPREsrNIATM ADvtsEo KERRY WIIH
STAI.I MILTER, INC.
?+tt v i-+a
:l-D MA}.|A*R
IESI
NO.t-ocATroN
DEPTH
FEET
'|
TYPE
IAEOEAIORY FIETD
solt TYPI
MAX
DENSITY
PCf
oMc
7.
DRY
DENSITY
PCt
MC
ol"
coM-
PACIION
121
6LINE&ALINE
PARKING TOT E}fiERIOR WAL!3.0 NUC t 31.5 8.'l 134.0 4.1 100-
CURVE NO. 3
JO8 NO.ol 796
r22
P.4 I.INE&JIINE
PARI(NG TOI EXTERIOR WALT 3.0 NUC I31 .5 8.'l '| 3I.0 5.9 'r 00
CURVE NO.3
JOB NO.01796
123
6UNE&ruNE
PARKING LOI EXTERIOR WALI.3.0 NUC 131.5 8.1 127.O 5.8 97
CURT/E NO. 3
JO&NO.O] 796
{1)f,i?rr/1li t1'DAN FIETD MA
Compoclion
Test Report
crrENi: CITY MARKET FOOD
P.O. BOX 729
GRAND JUNCTION,
TTLiTHOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
& PHARMACY
co 81502
DAT. 09/05/96 .r(){j i.ro
r)EPoRI No 57
0r 796
srriti I o,
suBJEcT VAIL COMMONS VltlAGE
vAlt. cotoRADo
FOUNDATION WALL BACKFILT
TEST
NO.[ocAltoN
DEPTH
fEET
TESI
WPE
I.ABORAIORY FE"D
SOII, TYPC
MAX
DENSITY
PCt
oMc DRY
DENSITY
PCf
MC coM-
PACIION
"/"
124
PARKING IOT EXTERIOR WAtt
@P-5BETWEENJ&luNEs 1.0 NUC l3r .5 8.1 131.0 5.5 to0
LUKVE N|\.,. .)
JOB NO.01796
125
PARKING LOT EXTERIOR WALT
BEMEENP.4&P.5@II"INE 2.O NUC l3l,5 8.'l 't2't.5 5.7 92
UUKYE N(..,. .'
JO8 NO.01796
126
PARKING LOT EXTERIOR WAIL
BEIWEEN P:A A P-5@ I I.INE 2.O NUC l3l .5 8.'l 132.4 6.0 l00l
UURVE N9. J
JOB.NO.O]796
l25A RETEST OF TEST NO. I25 NUC l3l.s 8.1 130.5 4.5 99
(;URVE N(J. J
JOB NO.0'1796
95 A,sIM D 698
% OF MAXIMUM
MOISTURE WITHIN -.. % OI OPJIMUM
dBffdHn''
IHIS AEPORT PRESENIS OPIN ONS FOAMTD ASA RESUTT OF OUR OBSERVATION
OF f lLL PTACEMTN-I, AS WEtt AS THE TTSTS SHOWN ABOVE. WE I-AVE RELIED
UPON IHE CONTRACIOR TOAPPLY THE NECESSARV COMPACIIVE EFFORTAND
MOISTURE IO ACHIEVE SPEClFIED COMPACIION DURING NMESWHEN OUR
OBSERV€R iS NOT PRTSENT, AND AI LOCAIIONS OTHER TI-IAN THOSE TESTED'
TEST DATA ARE NOT THE SOLE BAS1S FOR OPIN ONSON WHETHER THE FITt MEETS
SPECIFICAIIONS.
r)wAcrGR
II WAIER HOSE
MorsruRF ADDfD 8Yg-la
THICKNESS OF LIFT
ilt$ff8xt""
''rG
EoijiFMiiil Ai'rD iio o; ijr'rr,-s
IESTS WERE PERFORMED AT PRESEM FITL LEVEIS. IEST NOS. I24 AND 126 INDEATES
'ihtrdFxbTdhr coMpAcTtoN. tEsf No. 125 tNDtcArEs FAUNc coMpAcTtoN. KERRYwTH sTN.l MILLER, lNc'
WAS ADVISED OF IHE FATLING AREA. IHE AREA WAS RECOMPACIED AND RETESTING IAIER IN ITIE DAY
IND|CATES (IES[ NO. l25A) COMPACTTON WITH|N PROJECT SPECIFICAIIONS. KERRYWILL NOTIFY OUR OFFICE
WHEN MORE IESIING IS NEEDED.
t4 ,n o* or,*,ort,ru coMnc.oN MEE s spfcrfrc^toNs As TNDT.ATED By ouR o**mAnoNs AND rEsT N".o, t 21 I1r!!
ft tN ouR optNtoN Ftu coMncnoN Do€s NoI MEEI SPECTFTCAITONS AS TNDTC IEO 8Y OlrR OESE$,IIIONS AND IESI NO.(S] - ,-- .,
*#Ti:ffi;fftffrnnur, r pEntoDrc,oNc rcAsrs: lf coNr.^croRsoRcuE*rsRE.RESENI rM^DvrsGD $Ifl,Jillr,,r",
l25A
DON MOIE
r,r, o mmtsrruixrvt
tP
cn,,,oM*"or(*c fh-- D**,'-h
ai,i,nono w DAN DO\ rNlNG, FlEtD tvlAMcdf
Compoction
Iesi Report
clrNT: CIY MARKET FOOD
P.O. BOX 729
GRAND JUNCTION,
ETL THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MAI-ERIALS ENGINEERS
& PI-OARMACY
co 81502
r)/rr 09106196 ror, r.ru
i1 t,(-ii.,- \o 58
01796
s.,ttI lor
srb.t..' VAIL COMMONS VILLAGE
VAIL, COLORADO
FOUNDANON WALL BACKFILL
IESI
NO.tocATtoN
DEPTH
f€ET
l€sT
wPt
1ABORATORY FIEI"D
SOIt TYPE
MAX
DENSITY
PCf
oMc DRY
DENSIW
PCF
MC coM,
PACTION
NO TESTS PERFORMED
% OF MIXIMUM IHIS AIPOAT PAESENTS OPINIONS FORMTD AS A RESULi OF OUR OBSERVAIION
OF FILL PIACEMENIASWITT AS IHE TESTS SHOIVN ABOVE. WE F{AVE RETIED
UPON THE CONIRACTOR TO APPLY TI]E NECESSARY COMPACTIVE EFFORIAND
MOISTURE TO ACHIEVE SPTCIFITD COMPACTION DUAING IIMES WHEN OUR
OESERVIR S NOT PRESTNI AND AT LOCAIIONS OTHER Tl-tAN THOSE TESTED.
iEST D/\IA ARE NOT TdT SOTE BASIS FOR OPINIONS ON WHETHER IHE FITI MEETS
SPTCIFICAIIONS
MOISITJ?T WTIIN
IYPT OF COMPACTON FQUIPMINTAND NO OF UNITS:
MO STURE ADDED BV
IHICKNTSS OF TIFT
rYPF OF FAI?TH MOVING TQUIPMENTAND NO OI UNII-S
',," or OPTTMU[/
pQoca€ss arpoal KERRY WTH STAN MlttER, tNC. tS COM|NUING IO PI.ACE BACKF|LL ON IHE NORTH SIDE OF rHE
EUILDING AND IS AISO PLACING GRAVEL OVER PIPE ON IHE INSIDE OF IHE EUILDING. ABOIJT 2:30 PM KERRY
ADVISED US THEY WOULD NOT NEED DENSIY TESTS UNNL MONDAY, 09109196 WHEN OUR CTVTHOMPSON
REPRESEMATTVE WILI REIURN.
IN OUR OPINION FII.ICOMEACIION MEffS SPECIfICATIONS AS INDICAI€O EY OUR OESERVAIIONSAND ICSI NO.(SI
tN ouR optNror.{ rttt coMpAcTtoN DoEs Nol MEtT spEcrf rcAfloNs As rNDrcAI€D 8Y ouR oEsEFr'ArpNS AND r€SI NO.{S)
AND SHOUID 8E REWORrcD
SCOPEOI OESERVAIIONI t)GUUTIME: I ] PERIODIC. ON CAI.I BA5IS: I XCONTNACTOR'S OR CUENI'S RTPRESINIAIIVE AOVISEO KERRY WIIH
STAN MII.LER, INC.
DON MOTE
I Lt ll) lll Pat stNIAl\(
tP
CIL/IHOMPSON.|NC. f\ nL)a* Qlot t- it..,.a
,i"', '.:r ,\ OAN DO\ /NING. FIELD [ilAtlAC'ER
tr L/THOMPSON. INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
'' : ,i1.':
CTIENT: CITY MARKET FOOD'&iPT{ARMAqY
P.O. BOX 729
GRAI{D JUNCnON. CO 81502
95 ASTM D 698sPEcrflcAfloNs: % RIilAXTMUM
MOISTURE WITHIN : :: .
",'. OF OFTIMUM
5\fff8ffift9 "N
ESU|PMENT AND No oF uNrTs
t) WALK BHI|ND VTBRATORY SHEEPSFOOT ROLLER
r\.,t^ cr, rDr a.,;;n Rv T) FIRE HosE
;#;;- 8-12 \.FEJ
DATE, 0-9/l 0/96 :os ,.ro 0l 796
REPoaT No. 59 sHEtr I ot
SUB.JICT VAILCOMMONSVILIAGE
VAIL, COLORADO
FOUNDATION WALL BACKF ItI.
THIS AEPORT PRESENTS OPINIONS FORMED AS A RESUIT OF OUR OBSERVAIION
OF FILL PLACEMENT,AS WEtL AS IHE TESTS SHOWN ABOVE WE IiAVE RELlED
UPON THE CONIRAC]OR TO APPTY THE NECESSARY COMPACTIVE EFFORTAND
MO STURE TO ACI.IlEV€ SPECIFIED COMPACTION DURING TIM€SWHEN OUR
OBSEI]VER IS NOT PAESENI ANDAI LOCAI]ONS OTHER THAN THOSE TESTED
TEST DATA ARE NOT THE SOLE 8ASIS FOR OPINIONS ON WHETHER THE FITt MEETS
SPECIFTCATIONS.
$n58itit HfiH861$lff '
o"o *o oF UNrTS
pRoGREssRrpoaT IHE ABOVE TESTS WERE TAKEN AT PRESENI Fttt IEVELS. ALL IESTS INDICATE SATISFACTORY
COMPACTION.
d ,n oua on"'ox nrr coMpAcnoN MEETS spccrFrcAroNs As TNDTCATED By ouR oBsEFr'ArtoNs AND rEsr No.(s)127 &,r28
LJ IN OIJROPINION FII.I COMDICIION DOES NOI MEET SPECTFICATIONS AS INDICAIED BY OIJR OSSERVAIIONS AND TESI NO.(S}
AND SHOUID 8E REWORXED
SCOPE Or OoS€WATIOH: iTTUUTIUT: ( J PERIODIC,ON CAT. BASIS; I} CONIRACTOR'S OR CUR{TS REPRESENTAIM ADVIS€O KERR/ WIIH
STAT.I MILLER, INC.
JEFF BRAUN
CTI,/IHOMPSON
FITLD AEPA€SENIATM
tP
ApPRCtut0 8Y
Compoction
Test Report
cuENT CIIY MARKET FOOD
P.O. 80X 729
GRAND JUNCTION,
L/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
& PHiARMACY
co 81502
JATF 09/ll/96 LosNo 01796
eEPoarNo 60 sHEEI I or
suBl-cl VAIL COMMONS VILLAGE
vArt, cotoRADo
FOUNDATION WAIL BACKFIIT
lcct
NO.tocAItoN
DEPTH
FEEI
I
IESI
WPE
TAsORAIORY FIEID
sorrmtMAX
DENSITY
oMc DRY
DENSIWrcf
MC coM-
ncnoN
%
129 12.0 NUC 131.5 8.1 124.O 6.8 94
cuRvE No.3
NORTH WAIL AT PI/N JOB NO.o1796
r30 NORTH WATT AT PI/O 12.0 NUC 131.5 8.1 129.O 9.4 98
CURVE NO. 3
JoB NO.o-r 796
8EI.OI,, GRADE
95 o,- .\r r\,f Av!r/'N, ASTM D 698
MoTSTURE wrrrflN
- IVA - '
"" o! op |MLM
TI]IS REPORT PRESENIS OPINIONS FOAMED ASA RESULI Of OUR OBSEI?VATION
OF FItt PLACEMENI ASWETL AS THE TESTS SHO\'VN ABOVE. WE I-IAVE RETIED
UPON TFE CONIMCIOR TO APPTV THE NECESSARY COMPACTM EFFORTAND
MOISTURE IOACHTEVE SPEC FIED COMPACIION DURING TIMESWHEN OUR
OBSERV€R IS NOI PRESENT, AND AT LOCATIONS OTHER TFIAN THOSE TESIED,
TTST DATA ARE NOT THT SOIE BAS S FOR OPINIONS ON WH€THER IHE TILT MEETS
SPECIFICATIONS
cTt /IHOMPSON, rNC.
,^.ppircnno sv DAI.I
HVfSmg'.N EQUTPMENTAND No oF UNTTST
r) WAIK BEHIND VIBRATORYSHEEPSF.OOT ROLLER,I)
FIRE HOSE
|i.iiiffii,'"a-rz
15r86SgAy"t,*G lQUTPMEN.TAND !'ro oF UNiTS:
pRoGREssREpoRr THEABOVE TESTSWERE TAKENAT PRESEM FILL LEVELS. TEST NO. l3l INDICATES
SATISFACTORY COMPACTION. TEST NO. I30 INDICATED UNSATISFACTOPY COMPACTION AND THE AREA WAS
RECOMPACTED. NO RETEST IS NECESSARY.
lf ," ou, or,",oN rrt coMmcnoN MEEIS sprcrfrcA'roNs As TNDT.ATED By ouR ogsEpvATroNsAND r.s, *o.,r, I 29 & I l0
I]INOUROPINIOITfIUCOMNCIIONDO€SNOTMEEISPECIFICAIIONSASINDICATEDBYOUROSSCR\ATIONSANDIESTNO.ISI.
AND SHOUI,.D BE REWORXED
,aopt o, or.i* nor't' druunu:: L I p€RtoDtc. oN cAtt B sts: JF coNrnAcroR's oR cutt{rs RcPRESENTATM ADvlsED KERRY wml
STAN MILIER, INC.
JEFF ERAUN
irrLo ntpnrsrNw,rt
LP
Compociion
Iesl Report
crrNT: CIW IVLARKET FOOD
P.O. BOX 729
GRAI.ID JUNCTION.
L/THOMPSON. INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
& PI.IARMACY
co 81502
DAIE 09/l ?96 Joe Nro 01796
REPoRT No 61 sHEET I or
sr.rBJrcT VAILCOMMONSVII.LAGE
VAII., COLORADO
FOUNDATION WALI BACKF Itt
rEST
NO.LOCATION
DTPIH
fECT
TESI
TYPE
I.ABORAIORY Frg."D
SOIL TYPE
MAX
DENSIIY
PCt
oMc
"/"
DRY
DENSITY
rcF
MC coM-
PACTION
l3l NORTH WAtt AT PI/N 10.0 NUC l3l .5 8. 1 128.0 1.7 97
CURYE NO. 3
JOB NO.ol 796
'132 NORTH WALL AT PI/O 10.0 NUC 131.5 8.1 129.O 6.6 98
cuBvE No.3
JOB NO.01796
8EI.OW GMOC
95 % ot MAX MUM
M.T'TURE wTHrN 1'l/A
ASTM D 698
% OF OPT MUM
THIS REPORT PRESENTS OPINIONS FORMTD AS A RESUTI OF OUR OESERVATION
OF FITL PLACEI\,4ENIAS WELT AS IHE TESTS SHOVVN ABO/E WT |-|A\I RETIED
UPON TH€ CONTRACTOR IO APPTYTHE NECESSARY COMPACTIVE EFFORTAND
MOISTURE IOACHIEVE SPTCIf IED COMPACTION DURING TIMESWHEN OUR
OESERVER IS NOIPRESTNI AND AT TOCAIIONS OTHER IHAN IHOSE IESIED
TEST MTA ARE NOT THE SOLE EASIS FOA OPINIONS ONWHETHERTHI FITI MEER
SPEC FICATIONS
lYPt OF COMPACTION EOUIPMENIAND NO OF UNIISI
2l WACKERS
r) wALK EEHTND VIBRATORY DRUM
MOT'TURE ADDED BY | ) HOSE
rHicKNEssor Lrn 8'l?
r-YPE OF EARti IVOVING EQUIPMENTAND tlO OF UNITS:
r) BoEcAr
PROGRESS REPORT THE ABOVE TESTS WERE TAKEN AT PRESEM FII.I LEVELS. ALT TESTS INDICATE SATISFACTORY
COMPACTION. BACIGILI. WILI CONTINUE IN OTHER AREAS AROUND STRUCIURE.
tX rx oun opr*ror.( ru coMnAc.oN MEErs spEc*rcAaoNs As rNorcArrD sy ouR oBsERvATToNsAND IEsr No.(s) l3l & I 32
I] IN OUR OPINION TI!T COMPACIION DO€S NOI MEEI SPECIFICATIONS
^s
INDICATEO BY OUR OBS€RVATIONS AND TESI NO,I5I
AT.ID SHOUTD B€ REWORXTD
SCOPE OF OESEFr'ATION: IXFUII IIME: L I P€RIODIC. ON CAI.T sASIS: TXCONTRACTORs OR CUENTS REPRTSENTATIVE ADVISEO KERRY WTIH
STAN MITLER. INC.
Cn/IHOMPSON INC.
JEFF BRAUN
FITIO QEPRESTNTAT|Vt
rNcHts
LP
APDIIO/TD 8Y DA}.I
Compoction
Iest Report
cLENT clTY iIARKET FOOD
P.O. BOX 729
GRAND JUNCTION,
?t,r*oMPSoN. rNc.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
& PMRMACY
co 61502
DATF 09/16/96 rca rlo 01 796
ftPoaT No 62 sHEET lor
suBfcr vAlL coMMoNs VILLAGE
VAII., COLORADO
FOUNDATION WAI.L BACKFITL
NO.tocAIroN
DEPTH
FEEI
TEST
wPt
I.ABORATORY FIEI.D
SOILWPE
MAX
DENSIWrcf
oMc DRY
DENSITYrcf
MC
7"
coM-
ncTloN
r33 8.0 NUC 131.5 8.1 123.0 9.9 94
CURVE NO,3
JOB NO.o1796OUTSIDE NORTH WALI AT PI/K
't34 8.0 NUC l3l.5 8.1 125.0 12.3 95
cuRvE No 3
JOB NO.01796OIITSIDE NORIH WALI AI PI/M
135 8.0 NUC l3l,5 8.1 128.0 I .|.6 97
CURI/E NO.3
JOB NO.o1796OUTSDE NORI}IWALI AT PI/O
BEI.ot,I/ GRAD€
95 ",6oFMpdrMUM ASTM D698
MoTSTURE wrTHrN lv % or .PTTMUM
TYPE OF COMPACTION EQUIPIVENTAND NO OF UNITS:
-rI DRTVEN YIBRATgBY SHEEPSFOOT B_Or.rER
I) WATK BEHIND VIBRATORY SHEEPSFOOT ROLTER
MoTsTuREADDEDBY MTUB4!1 l) HOSE
THr'(NEss oF L,FT -4.: l? NCHES
IVPT OF EARTH MO\{NG EQUIPMEMAND NO. OT UNIIS
r) FEoM Er)fP roAD,EE l) Do,ZFR
MOGRESS REPORT THE ABOVE IESTS WERE TAKEN AT PRESEM FILI. LEVETS. Att TEST RESUTTS IND{CATE
SATISFACIORY COMPACTION W]IH THE EXCEPTION OF IEST NO. I33. THE COMRACTOR WAS NOIIFIED AND SAID
THE AREAWILL BE REU/ORKED. A RETESTWItt BE PERFORMED.
THIS REPORT PRESENTS OPINIONS fORMEDASA RESULT OF OUR OBSETTVAIION
OF FiLL PTACEMENI AS WELT AS IHE IESTS SHOIVN ABO/E Wt I]AVE RET1ED
UPON THE CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE EFFORTAND
MOISTURE TO ACHIEVE SPECIFIED COMPrcTION DURING TIMESWHEN OUR
OBSEIA/ER IS NOT PRESENI AND AI TOCATIONS OTNER THAN THOSE TESTTD
TEST DATA ART NOT THE SOLE EASIS FOR OPINIONS ON WHETHER IH€ FItL ME€TS
SPECIFICATIONS.
cn-/tHoMPSON lNC.
rX rx our onxro* rLr coMmcnoN MEFrs sprcrrcATroNs As rNDrcArED By oup oBsERvAtoNs AND r[" "".,t,
I 3a'9-13.5^
Ita
il rN ouR oprNroN FtLr. coMmcTtoN DoEs Nor MEEI spEcrFtcATtoNs As tNDtcArED By ouR oBsERvAnoNs AND rtsr No.lsl :--
AIID SHOU1D BE REWORKEO
scopr or o3liEnr'ArpN: tilru[rrME; -] pERroDrc,oNcAgB gs; C( coNrucToRs oR cuENrs R€IREsENT lwt ADvlsGo IGRFY WTH
STAN MITIER, INC.
JEFF BRAUN
fILD AIPRESTNTATM
tP
APPAOV{D 8Y
Compoction
Tesl Report
CLIENT C]W IiIARKET FOOD
P.O. BOX 729
GRAT,ID JUNCTION.
L/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
& PMRMACY
co 81502
DATE 09/l 7/96 rca No 01796
RrPoRr rlo 63 sHtEr I or
slBJEcr vAlL coMMoNs vlLtAGE
VAIL, COLORADO
FOUNDATION WATL BACKFILI
crt/IHoMPsoN.
8EI.OW GRADE
JEFF BRAUN
iitto nrpnestr.rrz,rrur
LP
% OF MAXIMUM ASTM D 698
% OF OPILMUM
95 THIS REPORT PRESENTS OPINIONS FORMEDASA RESUTI OT OUR OBSET{/ATION
OF Fltt PIACIMENT, AS WEIL AS IHE TESIS SHO\iVN ABOVE WE |{AVt RELIED
UPON IHE COMRACIOR IO APPIY IHE NECESSARY COMPACTM €fFORTAND
MO SIURE IOACHIFvt SPECIFIED COMPACTION DURING TIIVESWHEN OUR
OBSEIA/EA IS NOIPRESENI ANDAT TOCATIONS OIHER TIiAN THOSE TTSTED
IEST DAIA ARE NOT THE SOI-E BASIS FOROPINIONS ONWHETHTRIHE TIIt METTS
SPECIFICAT ONS
M.T'TURE wrr'rN ltUA
Ir"E OF COIVPACTION EQUIPMENTAND NO. OF UN TS
I ) DRTVEN VTBRATORY SHEEPSFOOT ROLLER
I) WALK BEHIND SHEEPSFOOT ROTTER
Mo STURL ADDED BY MTURAL
THI.KNESS oF rt 8-12
TYPT OT LA?TI.1 MOIING ISUIPMENT AND NO. OI UNITS'r) DozER l) FROM END LOADER
PRoGRESSREPoRT rHE ABOVE rESTS WERE TAKEN AT PRESENr FtL! IEVELS. At[ TESTS INDICATE SAnSFACTORY
COMPACTION,
tX rx oun onHpN r.'' coMeAcrpN MEErs sp.crf rcLoNs
^,
rNDrcAr€D By ouR ossE.vAtoNs AND lEsr Ho.1s; . l33A' 136' 137 & 138
I tN OUR OptNtON FtttcoMpAc oN ooEs Not MEET SPECtf tcATtoNs As tNotcAIEO 8Y OUR OBSERVAIIONS AND rE$ NO.(Sl
At'lD SHOUTD 8E RE!r1/ORXED
scoPE oFoBsERvArloN: rxFuullM€: tl PERloDlc.oN cAtL sAsls; tX coNrRAcToR's oR cuENrs REPRESENTATVE ADvlsEo KERRY WITH
STAN MILLER, INC.
IEST
NO.tocATtoN
OEPIH
fEEI
I
TEST
TYPE
IABORATORY FIEI.D
sortwPE
MAX
DENSITY
PCF
oMc DRY
DENSITY
PCf
MC coM-
'ACTION
133 NUC 131.5 8.1 125.0 6.2 95
CURVE NO.3
JOB NO.ot 796REIEST OF TEST NO. I33
136 OUTSIDE NORIH WATL AT IiE 5.0 NUC l3l .5 8.1 t 25.0 7.9 95
CURVE NOr 9
JOB NO.o1796
r37 5.0 NUC l3l .5 Ll 128,0 8.8 97
cuRVE.ryO. s
JOB NO.ot 796OI'TSIDE NORTH WALT AI I/E.s
138 5.0 NUC 131.5 Ll 125.0 8.1 95
CURVE NO.3
OI'TSIDE NORTH WAIL AT I/8.5 JOB NO.o1796
AIPROVTD 8Y ;k-"0,,:fi;;;ifr
Compoction
Test Report
cLTENT CIIY MARKET FOOD
P.O. BOX 729
GRAT.ID JUNCIION,
L/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
&P||ARMACY
co 81502
DArr 09/18/96 rce No 0l 796
QrPor?i No 64 sHttr I or
srrBJrcr VAILCOMMONSVIIIAGE
vAtt, cotoRADo
FOUNDATION WAIL EACKFITL
IEST
NO.r"ocAltoN
DEPTH
FEET TYPE
IABORATORY fIEID
SOII.IYPE
M'd
D€NSIW
rcF
oMc
7"
DRY
DENSITY
rcF
MC
7"
coM-
ACI|O
139 OI'TSIDE NORIH WALI AT PI/P 4.0 NUC t 3l.5 8.1 124.O 9.2 94
CURVE NO.3
JOB NO.01796
't40 OI'TSIDE NORTH WALL AT P]/O 4.0 NUC l3l.s 8.1 125.0 l l.4 95
cum/E No.3
JOB NO.01796
r4l OUTSDE NORIH WATT AT PI/N 4.0 NUC 131.5 8.1 127.O 13.3 97
CURVE NO.3
los No'otTc6
142 OI'TSIDE NORTH WAtt AT PI/M 4.O NUC 't3l .5 8.1 128.0 I1.4 97
CURVE NO. 3
JOB NO.01796
143 4.0 NUC 131.5 8.1 143.0 9.9 100-
CURVE NO.3
OI'TSIDE NORIIH WAI-I. AT PI/A JO8 NO.01796
144 onTsrDE Honrx wn r nr pil 4.0 NUC l3l .5 8.1 129.0 10.4 98
CURVE NO.3
JOB NO.01796
8E O\'V GQADE
WPE OF COMPACTION TAUIPMENTAND NO. OF UNITSI
r) DRMEN V|ERATOSY SHEEPSFOOT ROLTER
r ) wArK senrHo vrBRAroRy sxe rpsFoor RoTLER
MorsTUaE ADDED BY l{'AruRA[
TH,ckNrSS o*FT 8-l 2
TYPE OF EAR]I] MOVING EOUIPMENT AND NO. OF UNIIS:l) FROM END TOADER l) DOZER
PfiOGRESSREPORT THE ABOVE TESTS WERE TAKEN AT PRESEM FItt LEVEIS. ALt TESI INDICATE SATISFACTOFY
COMPACIION EXCEPT FOR IEST NO. I 39. IHE CONIRACTOR WAS NOTIFIED AT.ID THE AREA WAS REWORKED. NO
RETEST WILL BE NECESSARY.
JEFF BRAUN
THIS REPOAT PRESENTS OPINIONS FORMED AS A RESUTT OF OUR OBSERVATION
OF IItL PLACEMENT, ASWETTAS THE TESTS SHO\ryN ABOVE. WE HAVE RELIED
UPON THE CONTRACTOR TO APPIY IHE NECESSARY COMPACTIVE EFFORTAND
MOISTURT TO ACH F,/E SPECIIIED COIVPACIION DURING TIMESWHEN OUR
OBSTRVER IS NOI PRESENIAND AT IOCA]IONS OTHER IFiAN THOSE TESIED.
TEST DAIA ARI NOT THI SOTE BASS fOR OPINIONS ON WHETHER TH€ FITL MEETS
SPECIFICAIIONS.
INCHES
rX rN o'ronxroN ru. coMDAcroN MEEI. sp.cr'rcATroNs o, TNDT.ATED By ouR oBsERvArtoNs AND IEsr No.(s) l40t lllj^1421 I49 a !-4-4-
a rN ouR oprNro* t* coMpActoN DoEs NoI M€n spEcr;rc^toNs As TNDT.ATED ay ou* oBsERvAtoNs AND IESI No.(sl ! 39
ANO SHOUID 8E REWORIGD
SCOPE Of OsSEM/AIION: :XTUU.IIME: ( 1 PTRIOOIC. ON CATI EASF: d(CONTRACIOR'S OR CUENTS RIPRESTNIAITVE ADVISEO KERFY W]TH
STAI.I MILLER. INC.
rIItO AEPRTSTNIATlVF
tP
APPRO\./EO BY
ETL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
i)irr O9n5P6 .roB \o 01796
1.{,:orrr Nc 65 sHFt' I or
'dE,rcr VAILCOMMONSVILIAGE
vAlt. coLoRADO
FOUNDANON WALL BACKFITT
cUrNT clTY I/IARKET FOOD & PFIiARMACY
P.O. BOX 729
GRANDJUNCNON.CO 81502
ITST
NO.LOCAIION
DEPIH
FEET
I
IESI
IYPE
LASORATORY HEtD
SOII, TYPE
MAX
D€NSITY
PCF
oMc DRY
DENSIIYrct
MC coM-
PACIION
r45 INSIDE WEST WALL AT P9/R 0.o NUC 131.5 8.1 125.0 4.7 95
CURVE NO, 3
JOB NO.Ol796
146 INSIDE WEST WALL AT P9.8/R 0.0 NUC 131.5 8.1 125.0 6.3 95
CURVE NO.3
JOB NO.01796
147 NSIDE SOLTI}| WA[t AT Plo/A 0.0 NUC 131.5 8.1 128.0 9.0 97
CURVE NO.3
JO8 NO.01796
148 NSIDE SOIITH WATI AT PI O/O 0.0 NUC 131.5 8.1 123.0 6.3 94
cuRvE NO.3
JOB NO.Ol796
149 NSIDE SOIJTH WAIL AT PI O/M 0.0 NUC l3l .5 8.1 130.0 9.8 99
cuil/E No. 3
JOB NO.Ol796
150 NSIDE SOU}I WAIL AT PIO/N o.0 NUC 131.5 8.t 125.0 7.O 95
CURVE NO. 3
JOB NO.o1796
IEIOW GRAD€
WPE OT COMPACTION €QUIPMEN] AND NO OF UNITS:'t) wArK BEHTND VIBRATORY DRUM
2) WACKERS
MosluaEADDEDBY I{ATURAL
TH|O(NESS oF Lrrr 8- l 2
,IYPE Oi LAI.'TH MOVING ESUIPMENI AND NO Of UNITSl) BoBcAr
95 ./" oF MpdrMUM AS1M D 698
MorsIUru wrrHrN VA 't or oPilMUM
THIS REPORI PRESENIS OPINIONS IOAMEDASA RTSUTIOF OUR OBSERVATION
OF IILL PtrcEMTNI, ASWETL AS THE TESTS SHCNNN ABOVE WE FIAVE RTLITD
UPON THE CONTRACTOR TO APPTY IHE NECTSSAI{ COMPACTM TFFORIAND
MOISTURE TO ACHIEVE SPECIf ED COMPACIION DURING IIMESWH€N OUR
OBSERVEA IS NOT PRTSENI AND AT LOCATIONS OTHER THAN THOSE TESTED
TTSI DAIA ART NOT THE SOLE 8ASIS f OA OPINIONS ON WHEIHER THE FITI IVlEETS
SPECIF CAT]ONS
paocf?rss REponr TESTS WERE PERFORMED AT PRESEM FltL tEVEtS. ALt TESTS INDICATE SATISFACIORY
COMPACTION W]IH THE EXCEPTION OF TEST NO, 148. KERRY W]TH STAN MILTER, INC. WAS NOTIFIED AND IHE
AREA WAS RECOMPACTED. NO RETEST IS NECESSAPV.
X
I
145,
IN OUR OPINIOIT fIU COMPACIION MEETS SPECIfICAIIONS A5 INDICAIEO 8Y OUR OBSTRVATIONS AND TESI NO.(SI
IN OUR OPINIOI.I. FIT[ COMPACIION DOES NOI MEET SPECITICAITONS AS INDICAIEO 8Y OUR OBSIRVATIONS ANO IEST NO.{SI
ANO SHOUI.D 8E REWORXED
scoPE of oSsERvATroN, x tu|.! ME:
JEFF BRAUN
t { i I) afl,f{ 5t NIAI \{
LP
146, 147. 149 & 150
r48
PERroDrc. oN c^tt BAsls; X coNrRAcroR's oR cuENT's RtPREstNr lrvE ADvls€D XERPY WIH
STAN MIILER, INC.
crrrHoMPsoN.lNc Og^- Do-r*,,-^
,,4 i r.,, :. DAN DO\ rNlNc, FIEID lvlAtlAcEft
port
cutNl clTY MARKET FOOD & PFIARI4ACY
P.O. BOX 729
GRANDJUNCNON, CO 81502
L/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
DATI 09127196 roB No 01796
r?Epo?T No 66 sqftl I or
SUBJTCT VAII- COMMONSVITLAGE
VAIL, COTORADO
FOUNDAilON WALT BACKFITT
TESI
NO rocATroN
DEPIH
I
TEST
WPE
IABORATORY FIEID
so . wPE
MAX
DENSIW
PCF
oMc DRY
DtNStW
rcF
MC coM-
PACTION
't5l ESCALATOR &ASE
I5 FEET FROM NORIHWALI 0.0 NUC 131.5 Ll 129.0 6.3 98
cuF/E NO. 3
JOB NO.01796
152
:SCALATOR BASE
I5 FEET FROM SOI'TH WAIT 0.0 NUC 131.5 8.1 129.0 7.O 98
CUR/E NO.3
JOB NO.Ol796
EETO\A' GRAOC
,rra,r,aor,o*a' 95 % OF MPIIMUM
l.l/A
A5TM D 698
?. Of OPTIMUM
TYPT OF COMPACIION EOUIPMENT AND NO. OF UNIIS
I) WATK BEHIND VIBRAIORY ROLIER
2) WACKERS
MorsTURr AD)ED By I.IATURAL
rHtcKNtss ot L'FI 6- l 2
TYPE O[ EARIH I\,IOV NG FQUIPMTNI AND NC OF UNITSl) BoBcAT
IHIS REPORT PRESENTS OPINIONS FORMED AS A RESUTI OF OUR OBSERVATION
OF FILL PLACIMTNIAS WTLT AS THE TESIS SHO\,IVN ABOVE, WE |IAVE RELIED
UPON THE CONTRAC]OR IO APPTY THE NECESSARY COMPACT1VE ETFORTAND
MOISTURT TO ACHIEVT SPTCIFIED COMPACTION DURING IIMESWHEN OUR
OBSEM/€R IS NOT PRESENT, AND AI TOCAI ONS OIHER IHAN THOSE TESIED
IFSI DAIAART NOT THT SOtt BASIS FOA OPINIONS ON WHETHIA IHE FItt METTS
SPECIFICATIONS
MOlSTURE WITHIN
PROGRISS I]IPOAI TESTS WERE PERFORMED AT PRESEM FILL LEVELS. AIt TESTS NDICATE SATISFACIORf
COMPACTION. STAN MIII-ER, INC, IS TAKING TIME OFF UMIL OCTOBER I4, I996. NO TESTS WILI BE
PERFORMED UMII. FURTHER NONCE.
l5l & 152IN OUR OPINION, III,I, COMPACTION M€€TS SPECIf ICAIIONS AS INDICATED 8Y OUR O8S€RVATIONS AND ITST NO.ISI
rN ouR oPrNroN F .t coMpAc oN oo€s Nor MECI spEctFrcAlroNs As rNDrcArEo 8y ouR oSsERvATtoNsAND lEsr No.lsl
AND SIIOUTD 8[ REWORKED
SCOPE OF OESERVATTON: X FutlnMr:
JEFF ERAUN
ttt t ll rll l,:rl :1 Nr/rr,1
LP
PERIODIC. ON CAIT 8ASIS: X COruNECTOI'S OR CTITNTS REPRESENIAII\/E ADVISEO KERRY W]TH
SIAN MILI.ER, INC.
:::.'::-*";k*Q-fi;i^?-
X
rl
Compoction
Test Report
cr LNT WARNER DEVETOPMEMS. lNC.
P. O, BOX 958
AVON. CO 81620
CIZ/THOMPSON. INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
DArr 10/14/96 ro8 No 02005
aEPoar No 1 ssrtr loF
suBJtcI VAIL COMMONS
VAIL, COLORADO
WITIIY TRENCH BACKFILL
TESI
NO.LOCATION
DEPlH
TEET
rESl
TYPE
IABORAIORY fIEI.D
sofl, TYPI
MAX
DENSITY
oMc ORY
DENSITY
PCF
MC coM.{cno
SANITARY SEWER
50 FT NORTFTWEST OF MANHOTE A1 0.o NUC 132.0 8.2 '| 33.0 7.1 I00
CUR/E NQ,2
-roB NO.Ol796
2
SAN]TARY SEWER
r 70 FT NoRn{\ /psr or vlnHoir l o.o NUC 132-O a.2 't 33.0 6.9 I OO.
CURVE NQ.2
- -toB NO.o1796
I SEI.OII/ GRADE
spEcrtrcAroNs: 95 "/. oF I\44"\IMUM A'STM D 698
MoTSIURE wIHrN +l'? e. oF oPrtMLlM
IYPE OF CON/PACTION EQUIPM€NTAND NO. OI UNITS.
NOI OBSEF/ED
SANDY THIBAULT
rtttt) t?[PafsrNIArM
LP
IH S REPORT PRESENTS OPINIONS FORMED AS A RESULT OI OUR OSSERVATION
OF FITL PLACEMENI ASWETt A5 THETESIS SHOWNABOVE WT |{AVT RETIED
UPON THE CONIRACTOR TOAPPLY THE NECESSARY COMPACTIVE EFFORTAND
MOISTURE TOrcHIEVE SPECIFIED COMPACT1ON DURING TIMESWH€N OUR
OBSERVEA 6 NOT PRESEM AND AI IOCANONSOIHER IHAN IHOSE TESTED
IEST DATAARE NOT THE SOI-E 8A5IS FOA OPINIONS ON WHETHER THE FITL MT€IS
SPECIFICAIiONS,MorsTURr ADDED BY NOT OqS*EF/ED
rHrcKN€ssoFLIFT NOJ OBSE]WED ,
IyFE Of EA|?iii tlio\4fic EQUiPtulENTAND t{O OF UNIiS
r) BACKHOE _'r) BOBCAT
PROGRES R€POAT AS REOUESIED IHE SITE WAS VFMD TO PERFORM DENS]TY IESTS ON THE COMPLEIED BACKFILT
PTACED FOR THE NEW SAN]TAFY SEWER LINE INSTALTED BETWEEN MANHOTES AI AND A2. DENSITY TEST RESULTS
INDICATE SATISFACIORY DENS]TY AND MOSTURE CONTENI' CTL/THOMPSON WAS INFORMED BY IHE COMRACTOR
T}IAT IHE EACKFILL MAIERIAI. WAS THE SAME MATERIAI. USED PREVIOUSLY DURING THE ORIGIMI. BACKFILL
PLACED UNDER JOB NO, I796.
Xtx oun onHtoN fl[coMmcnoN MEm sptctfrclroNs As rNDrcArED By ouR oBsEpvAltoNsANo rEsr No.ls) 1
I IN OUR OPINIOIT
'IITCOMEACTION
DOES NOI MEEI SPECIFICATIONS AS INDICAIED 8Y OUR OBSERVATIONSAND ITSI NO.(SI
AND SHOUTD 8E RE\t OR|GD
scopr oF oBsERVAloNr I ruu. nME: Xptnroorc. or.r crur. BAsts: iXcoNrRAcIoR's oR cuENrs REPRESENTAIM ADVIs€o RICH WIIH
&2
/\ WARNER DEVETOPMEMS
cr.,rHoMPSonlNC A-- U*.-.'.'6
Compoction
Test Report
ct tNI WARNER DEVELOPMEUTS, lNC.
P. O. BOX 958
AVON. CO 81620
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
DAIE lcyl4/96 roB No 02005
nEPoar NC I sxttt 1cr
suB,EcT VAlt COMMONS
VAIL, COLORADO
UTILIIY IRENCH BACKFILL
.TEST
NO.tocAlroN
DCPTH
ECCT IYPE
I.AEORAIORY FIE[D
SOII. TYPE
MAX
D€NSIW
oMc DRY
oENSTW
MC coM-
PAC1ION
7o
SANTTARY SEWER
50 FT NOPTT{WFST OF MANHOLE A1 0.0 NUC 132.0 4.2 133.0 7.1 to0
CURVE NO. 2
roB No 01796
2
SAN]IARY SEWER
I70 FT NOPTI{1.I/EST OF MANHOTE ,A 0.0 NUC 132.O 8.2 '| 33.0 6.9 'loo
CUWE No.2
- -roB No.ol796
I aElow eR D€
sPtcrFlcAroNs: 95 O/. OF MAXIMUM
+l-2
WPE OF COIVlPACTION EQUIPMENTAND NO OF UNITS:
NOT OBSEM/ED
,,lorsTLRE ADDED Bv NOT OBSES/ED
SANDY THIBAUTT
| fl D At')nfsrNTAl^/i
tP
MOISTURE WITHIN
ASTM D 698
06 OF OPTIMIM
rH S ATPORT PRESENTS OPINIONS FORMED AS A RESULT OF OUA OBSER^,/ATION
OF FII-I PTACEMENI AS WELL A5 THE TESIS SHOWN ABOVE, WE I-IAVt RELIED
UPON iHE CONTRrcTOR TO APPTY IH€ NECESSARY COMPACIM EFFOAI AND
MOISTI.]AE 10 ACHIEVE SPEC1FI€D COMPACTION DUAING TIM€SWHEN OUR
OESEEVER IS NOT PRESTNI AND AI LOCAIIONS O]HEA THAN IHOSE IESTED
IEST DATA AAE NCT TH€ SOI.E BASIS FOR OPINICNS ON WH€THER THT TILL MEETS
SPE C IF ICATIONS
rdrc(Nrss oF uFT NOT OBSERVED
IvF€ OF EAi?iii lviOVli.lG ECU|FMENTAND tio OF UNIIS
r) BACKHOE l) BO9QAT
pRoGaESs aEpoRT LS REAUESTED THE SITE WAS VISffiD TO PERFORM DENSTW TESTS ON THE COMPLFTED BACKFILI
PLACED FOR IHE NEW SANITARY SEWER IINE INSTAILED BEIWEEN MANHOLES AI AND A2. DENSIry TEST RESULTS
INDICATE SATTSFACTORY DENSITY AI.ID MOTSTURE COT{IEM. CIIJ1HOMPSON WAS INFORMED BY THE CONIRACTOR
TFIAT IHE BACXTILI. MATERIAT WAS IHE SAME IiI4ATERIAL USED PREVIOUSTY DURING THE ORIGIMI. BACKFILL
PLACED UNDER JOB NO. I796.
. X rH oun oprlroN n[ coMncloN Mtgts spEcrnclnoNs As rNDtcArED By ouR oBsERv noNs AND rEsT No.(s] I
, I tN OUR OplNlON fltr COMeACflON DOES NOr MEEI SPECTTICAIIONS AS INOICATED 8Y OUR OESERVAIIONS ANO rESr NO.(SI
AND SHOUI.D BE REWORKED
scoPE or oEstRvA oN:I FUg,ItMt; )GtntootC,OH Cat-t s sri J(cONIRAcloR'S oR ClJENrs REPREsENIATM ADvts€o RICH WITH
&2
/\ WARNER DEVELOPMEMS
clr, rHoMPsoN. lNc u^, ue*,t,';-.6
^
R[C'D itii,i u
VTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
l:, 1996Compoction
Test Report
CUENT clIY MARKET FOOD
P. O. BOX 729
GRAND JUNCTION.
& PFARIT,ACY
cotoRADo 81502
lil PORI NO
5UB.'TCI
r)i'it 10/14/96 rog No 01938
5 sxttr lor I
NORI}I FROMAGE ROAD IMPROVEMEM
vA[, coMMoNs, vAlL. COTORADO
UNLIY TRENCH BACKFILT
TESI
NO.tocA oN
OEPTH
fEEI
TEST
WP€
TASORATORY TICID
SOIITYPE
MAX
DENSIry
PCF
oMc DRY
DENSIW
rcF
MC coM-
PACTION
NO TESTS PERFORMED
sprcrFrcAtoNs: 95 o/o oF MAxrMUrv ASIM D 698
MOISTURE WTHIN, "/. OF OPTIMUM
TYPE OF COMPACTION EOUIPMENIAND NO. OF UNIIS:
l) V|BRATORY SHEEPSFOOT ROLLER
THlS REPORI PRESENTS OPINIONS FORMED ASA RESUTI OF OUR OBSERVATION
OF FILL PIACEMENI AS WETL AS THE TESR SHOVVN A8OVE. WE FAVE ATLIED
UPON THE CONMACIOR TO APPTY THE NTCESSARY COMPACINr'E EFfORIAND
MOsTUNE IO ACHIEVE SPECIFIED COMPACTION DURING IIMESWHEN OUR
OBSERVTR IS NOT PRESENT, AND AT LOCATIONS OTHER IHAN THOSF IESTED.
TEST DATA ARE NOT THE SOLE MSIS FOR OPINIONS ON WHETHER THT FLtL MEEIS
SPTCIFICATIONS.MOISTURT ADDED BV
IH]CKNESS OI T1FT INCHES
TYPE OF EARTH MOVING EQUIPM€NTAND NO, OF UNITS:
r) BACKHOE l) TOADER
pRocREssREpoRr AT IH|S VtSlI IHE COMRACIOR WAS tNSTAtLtNc IHE 30 |NCH A.D.S. lN IHE GREEN BELT AREA
AI IHE INTEI AT STANON 7+ 15 WORKINC TO THE NORTH OR TOWARDS THE NEW CITY MARKET SIORE. NO
EACKFILI WAS BEING PI.ACED AT THF TIME.
LI IN OUR OPINION FIITCOMPACTION MEFTS SPECIFICAIIONS AS INDICAIED 8Y OUR OBSERVAIIONS AND IESI NO.(SI
lttNouRoptNtoNftLIcoMpAcnoNDoEsNorMEEIsPtcrftcAlroNsAsrNDrcAlEDEYouROSSERVAI|ONSANDrESrNO.lSl
AND SHOUI..D 8€ REWORrcO
scop€ of o3sEgr' 1oN: I I fuuT;ME; tilpenroorc, oH cl.[ sAsrsi r-xcoNrucTol'soR cuENrs RIPRESENI n\E ADVISEO SIEVE WIH B & B
SANDY IHIBAULT
iliLo ntpntsrru*tw '
LP
Compoction
Test Reporl
cuiNl c]ry MARKET FOOD A PMRI,IACY
P. O. BOX 729
GRAND JUNCNON, COI.ORADO 81 502
-UTL/THOMPSON. INC.
CONSULTTNG GEOTECHNICAL
AND MATERIALS ENGINEERS
DAII
ATPORI NO
SUBJECI
10/15/96 roa Nro 01938
6 srrtr lor I
NORftI FROMAGE ROAD IMPROVEMEM
vAtt coMMoNs, vAlt, coLoRADo
UNUIYTRENCH 8ACKfIII-
YE<'
NO.tocAr|oN
DEPTH
fE€I
TEST
WPE
IAEORATORY TIEID
SOII. TYPE
MAX
DENSITY
rcF
oMc DRY
DEr,|srwrct
MC coM,
PACIION
NO TESTS PERFORMED
ryPE OF COMPACTION EQUIPMTNTAND NO OF UN TS
'| ) vtBRAroRY SHEEPSFOOT ROttER
95 7. oF MAXTMUM A'SrM D 698
MOISTURE WITHIN % OF OPTIMUI\ir
IHIS REPORT PRESENTS OPINIONS TORMEDAS A RESUI,T Of OUR OBSERVATION
OI F LL PLACEN,4ENI AS WETL AS IHE TESTS SHOIVN ABOVE WE rrAVE RELIED
UPON THE CONTAACIOR TO APPLYTHE NECESSAAY COMPACTIVE ETFORTAND
MOISIURE TOACHIEVE SPECIFIED COMPrcNON DURING IIMESWHEN OUR
OBSET{/ER IS NOT PRESENI ANDAT LOCAIIONS OTHER THAN IHOSE ItSTED
TEST DATA ARE NOT THE SOIE BASIS FOR OPINIONSON WH€THER THE FItL MEETS
SPEC FlCATIONS
-n
crL,rHoMPsoNlNc U* Uru.-,'.- 6
ep,'no^.roev -Drul OowiONG. fnto [ilAl.lAGER
N,,ro'sluat ADDg D By MTURAI
TH.CKNESS OT I FT
WPE OF EARTH MCi\,1NG EQUIPMENTAND NO OF UNITS:
PROGRESSREPORT DURING IHIS VIS]T THE CONIRACTOR COMINUED TO EXCAVATE TO INSTAII THE I8 INCH A,D'S.
STORM SEWER PIPE NORTFI OF INTET NO. SD.4 AT STATION 7+ 15. IHE CONTRACTOR INFORMED OUR
CTLTTHOMPSON REPRESEMATTVE IFAI IHE 30 INCH A.D.S. AS INDICATED IN DAITY REPORT NO, 5 WAS CI{ANGED
TO I8 INCH A.D.S. THE COMRACTOR PI.ANS ON BACIGILI.ING THE EXISTING EMRANCE ON WEDNESDAY,
10t16t96.
I I tN OUR OptNtON F||tCOMPACflON MEEIS SpECtFtCAflONSAS TNDTCATED tY OUR OESERVATTONS AND IESI NO.IS) .. -- .-
ittNouRoptNtoltflttcoMacnoNDoEsNorMtgtsPEcrfrc^ItoNs^srNDrcArEDBYouRoBsEnfiAfloNsANDIESINO.(S).--
AND SI{OUI,D 8E REII'ORXTD
scopE oF ossErvAroN: -r ruuTIME; tilprnporc,oru cel[ BASF: d(coNrRAcroR's oR cuENTs nEpREsENT TtvEADMsEo [itA,RK WTH I & B
SAI.IDY IHIBAULT
rrrLo nt pnr slr'iteinn -
LP
Compoclion
Test Reporl
CLTENT: clIY MARKEf FOOD & PHARMACY
P, O. 80X 729
GRAND JUNCTION, COTORADO 81 502
-ETL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
DATF 10/16/96 ,oe,.ro 01938
REPoRT No 7 sr-rttt lor I
suBJ€cr NORIF| FROMAGE ROAD IMPROVEMEM
VAIT COMMONS, VAIL, COTORADO
I'TILITY TRENCH BACKF ILT
lESI
NO.tocA oN
DEPTH
FEET
TESI
WP€
IABORATORY FIELD
so . wPE
M'J(
DENSITY
PCt
oMc DRY
DENSITY
rcF
MC coM-
PACIION
2
I IO FEEI NORTH OF INLET S}'4
EMRANCE TO SAFEWAY 2,0 NUC 122.O 12.0 t 9.0 l5.l 98
cl^Y,sttw,st.
SANDY.BROWN
BEIOW Flf,llSHD Gn O€ESNi/UIED OY A ONE Po|M
THIS REPORT PRISENTS OPINIONSf ORMED ASA RESULT OT OUR OBSERVATION
OT f tL PLACEMENI AS W€It A5 THE IESTS SHC}'VN ABOVE. WE FIAVE RETIED
UPON THE CONIMCIOR TO APPLY IHE NECTSSATIY COMPACIIVE EFFORIAND
MOISTURE TO rcHIEVE SPECIFIED COMPACTION DURING IIMES WHEN OUR
OBSER\4R IS NOI PRESINT, AND AT I.OC}TIONS OTHTR THAN THOST IES1ED
Tt ST DATA ARE NOT THE SOLE MSIS FOR OPINIONS ON WHETHER II.] E FItI MEETS
SPECIf ICATIONS,
THICkNFSS OF LIF- 12
T\?E OF EARTH MOVING ESUIPMENT AND NO. OF UNITS
2) BACKHOES t) TOADER
pRocREssREpoRT DURING TH|S VlSr rHE COMRACTOR WAS COMPACTING IHE FtLt PIACED AEOVE lHE l8 INCH
A.D.S. STORN SEWER NORTH OF INLET SD-4. THE CONIRACTOR WAS OBSER/ED APPI,YING COMPACIIVE EFFORT
FOR APPROXIMAIETY I5.20 MINI'TES. TI'{E COMRACTOR COMINUED TO EXCAVATE IN THE IANDSCAPE AREA NORTH
OF THE EXISTING SAFAJ{AY PARKING TOT ENIRANCE.
dtH oup optlpN nucoMp cloN MGErs sprcFrclnoNs As rNDrcArED cy ouR oBsE$r'ArtoNs AND TEsr No.rrr- 2 ...
t'] tN ouR optNrc}t{ fllt coMPAcl|oN Do€s Not MEET sPEctf tc^TtoNsAs tNorcAICD EY ouR oEsERvAlroNs ANo IESI NO{S}
AND SHC){JI,D 8E REWON|(EO
scop€ of orsEn ArtoN: I I ruu TIME: : xreproorc. oH crl E srs: tx coNrRlcroR's oR cuENrs RGPRESEm ltvt ADVISGD MARK WltH I & B
sPEclFlcArloNs: 95 % oF MAXTMITM - 4SfM D 698
M.T'TURE wrTHrN ltl/A ., % oF opTrMUM
WPE Of COMPrcION EQUIPMENTAND NO OF UNITS:
]) V|BRATORY SHEEPSFOOT ROTTER
SAT{DY THBAULT
i[Lo nrpnarnrerG-"--
LP
crr,rHoMpsoN.lNC A.- Do^r.- ;,-7
Ap'',o.{ory DAN DO,t/t,[NG. ffELO ivfnU6gn
Compoction
Test Reporf
C]IY MARKEI FOOD & PMRIViACY
P. O. BOX 729
GRAND JUNCTION, COTORADO 81502
90 % oF MAXTMUM AS'IM D 698
pRocRESsREpoRT DURING THIS VFf IHE COMRACTOR l'lAD NOT PTACED AttY ADDflOMt BACKFIIL AT THIS TIME.
THE COMRACTOR COMINUEDTO EXCAVATE IN THE I.ANDSCAPE AREA NORIH OF lHE SOI'TH EXISTING EMRANCE TO
SAFEWAY. IN THE I.ANDSCAPE AREAS 9O1" OF ASTM D 698 IS REOUIRED,
-t tN ouR optNtoN ftlrcoMncnoN MEEts spEcrac^r|oNs As tNDtcATED EY OUR OSSERVAnONS AND rESr NO.(SI -.
t I IN OUR OPINION FII.TCOMPACTION DOES NOI MEEI SPECIfICATIONS A5INDICAIED 8Y OUR OESERVATIONS AND IEST NO.{sI
^ND
SHOUID 8E RFI'ORKED
scopE or oBsERvATtoN: . j runlME: Xprnroorc. ol ceg B srs: lXcoNrRAcToR's oR cuENrs REIRESENT Twt ADvltito ttlhRK WltH B & B
cIt/rHoMPsoN rNc.
SANDY I}IIBAULT
fltrD aaPat$NIAIr\4
LP
L/THOMPSON. INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
DATE lUlTl96 Jos No 01938
aEPot?I No 8 srrer lot I
suBrEcI NORI}I FROMAGE ROAD IMPROVEMEM
VAIL COMMONS, VAIL, COLORADO
UIIIWIRENCH BACKFITL
IEST
NO.r-ocAlroN
DEPIH
FEEI
Itst
WPE
IAEORATORY ftEto
so . TYPI
MAX
DENSIW
PCF
oMc DRY
D€NSITY
MC
7"
coM-
PACTION
7"
NO IESTS PERFORMED
MoTSTURE wrrHrN tl/A
I/PE OF COMPrcIION EAUPMENTAND NO OF UNITS:
I) VIBRATORY SHEEPSFOOJ ROLIER
MOISTURE ADDED BY MIURAT
rHrcKNrss oF LrrT l 2-18
IYPE OF EAI?IH MOVING EOUIPMENI AND NO OF UNITS
2) BACKHOES
TH]S AEPORT PRESENTS OPIN ONS TORMED ASA RESULT OF OUR OBSEAVATION
OF TILt PLACEMTNIASWETL AS IHE TESTS SHOVVN ABOVT, WE FIAVE RELIED
UPON IHE CONIAACTOA TO APPTY TNE NEC€SSARY COMPrcIVE ETf ORI AND
MOISIURE IO ACHIEVE SPECIFI€D COMPACTION DURING IIMES WHEN OUR
OBSERVER S NOT PRESEN-], AND AT TOCAT ONS OTHE R THAN IHOSE TESTED.
TTST DATA ARE NOT THE SOIE 8ASIS FOROPINIONSON WF]EIHER THE FILL MEETS
SPECIFICAIIONS.
./. OT OPTIMUM
apf,no,,,ro s"
Compoclion
Test Reporl
ctrENT: CIIY [illARKFI FOOD
P.O. BOX 729
GRAI.ID JUNCIION.
ETL/THOMPSON. INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
& PI.IARMACY
co 81502
DATE
AEPORT NO
SUBJTCT
l0/lE/96 roe No 01796
67 sHEFT lor
VAII. COMMONSVILLAGE
VAIL. COLORADO
SUBGRADE PREPARANON
Itsr
NO.[ocATtoN
OEPIH
FEEI
IEST
WPE
IABORAIORY flEl"D
soltwPE
MAX
DENSITY
PCf
oMc DRY
DENSIWrct
MC coM-
PACTION
NO IESTS PERFORMED
"/O OF MAXIMUM
MOSTUru WTHIN
wpE dF coMpAcTroN EourpMENrAND No. oF uNrTs
% OF OPTIMUM
MOISTURE ADDFD BY
THICKNESS OT I-IFT , INCHES
TYP€ OF EAI?IH MCA/ING €QUIPMENTAND NO Of UNITS:
THIS REPORT PRESENIS OPINIONS FORMEDAS A RESULT OF OUR OBSER/ANON
OF FILL PLACEMENT, ASWELL AS THE TESIS SHO\A/N ABOVE WT I-IAVI REI.IED
UPON IHE CONTRACTOA IO APPTY THE NECESSARY CON,IPACTM EFFORTAND
MOISTURE TOACHIEVE SPECIFiED CON,,1PACTlON DURING TIMESWHEN OUR
OBSTRVER IS NOT PRESENI ANDAT LOCAIIONS OIHER I}!cN THOSE ITSTED.
TEST DATA ARE NOT THE SOLE MS S FOR OPINIONS ONWHEIHEA IHT FILL MEER
SFECIFICATIONS.
pRoGR€ssREpoRT DURING THIS VISI IHE COMRACIOR, B & B, FIAD REMOVED THE EXISTING ASPMTT ALONG THE
SOtfiTI SIDE OF THE PARKING SIRUCruRE, LEAVING THE EXFNNG ROAD EASE IN PIACE. IHIS AREA WAS PROOF
ROTLED wlTH CONSIRUCIION TRAFFIC AND I.OADED ASPMTT TRUCKS. THE SUBGRADE WAS OBSERVED TO BE
SATISFACTORY DURING IHE PROOF ROLLING.
ll tN ot R optNtoN Fu. coMAcnoN MEm sPtctFtcAt|oNs As rNDtcAlED 8Y ouR o8liERvAlroNs AND rEsl No.lsl
tl lN OUR OPlNlOtt Fltl COMmCIION DO€S NOI MEEI SPECIIICAIIONS AS INOICAIED BY OUR OISERVAIIONS AND IESI NO.tSl
ANO SHOU|.D 8E REWORKTD
scopE oFoEsEFr' ToN: ('t fuunME: d(penroorc. or cer.r. EAsrs: txcoNrR croR's oR cuENrs REPRESENTATVE ADvlsEo sTEVE WrH B & B
SANO THIBAUTT
fl€tD nEmt$NIATM
LP
Compqction
Test Reporf
cUENr ClIy iiI/ARKEI FOOD
P. O. BOX 729
GMNDJUNCNON.
VI-L/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
& PMRMACY
coroRADo 81502
DAr. 10/18/96 JoB No 01938
REPOAT NO 9 sHEEr lot I
suB.rtcl NoRrH FRoMAGE ROAD IMPROVEMEM
VAII COMMONS, VAIL, COTORADO
I'TITITY IRENCH BACKFILT
TESI
NO.r.ocAltoN
DIPIH
FEET
r€sT
rYPE
I.ABORAIORY FIEI,D
sotl rYPE
MA)(
DENSITY
PCt
oMc DRY
DENSITYrct
MC
%
coM-
PACIION
NO TFSTS PFPFOPMFI)
90
MOISTURE WIHIN
./" OF MAXIMUM
wA 90 OF OPTIMUN/l
ASTM D 698 IHIS REPORT PRESENTS OPINIONS FORMED ASA RESUTT OF OUR OBSERVATION
OF F tL PTACEMENI AS WELL AS THE TESTS SHOWN ABOVE. WE HAVE RELIED
UPON THE CONTRrcIOR TO APPTYTHE NEC€SSAfT/ COMPACIM EFFORTAND
MO STURE TOACH EVE SPECIFIED COMPACTION DURING TIMES WHEN OUR
OBSEM/ER IS NOT PRES€NI AND AI LOCATIONS OTH€A THAN THOSE TESTED.
TEST DATA ARE NOT THE SOtE BASIS FOR OPINIONS ON WHETHER TNE FItt MFETS
SPECTFTCATTONS
IYPE OT COMPACTION ESUIPMENT AND NO OF UNITS
I) VIBRATORY SHEEPSFOOT ROTLER
MoTSTURE ADDED By MIURAT
THrcKNEss cF r Fr I 2'l I
]YPT OF EARIH MOVING EOUIPMENTAND NO. OF UNITS
2) BACKHOES l) LOADER
pRoGREssREpoRT AT THIS VISIT THE CONIRACTOR COMINUED TO EXCAVATE IO INSTAL! THE STORM DRAIN lN THE
I.ANDSCAPE AREA 40 FEET NORTH OF INI.ET SD,4. THE CONIRACTOR INFORMED OUR CTIJTHOMPSON
REPRESEMATTVE THAT THE I.ANDSCAPE AREA SHOULD BE READY FOR A DENS]IY TEST ON MONDAY 10121196,
i I IN OUP OPINIOTT FII.T COMPACTION MEETS SPECIfICATIONS AS INDICATED 8Y OUR OESIRVAIIONS AND IESI NO.(SI
l tN olrt optNtott ftu. coMPAcTroN DoEs NoI MEEr SPECTFTCAITONS AS TNDTCAIEO EYOUp OESEP\TAIIONSAND ICSI NO.(SI
ANO SHOUTD B€ RfWORKED
scopG oF oBsEFr'ArroN: at FU .lMti Xprtroorc, ox ceLt. sAsrs; iXcoNTR croRs oR clJENrS REPnESCNnTIVE ADVISED MARK WIH B & B
cTLirHoMPsoNlNc. A* l*. ;.--"'" qry (Jec't''--b
S^NDY IH!8AULT
fItD ftPR'SFNIAIM
LP
/\t'P((-r!tD 8V DAT.I DOTJI/NING, FIELD IVIA}IAGER
Compoclion
Test Reporf
CtW TVIARKET FOOD & PI'IARI\,ACY
P. O. BOX 729
GRAND JUNCTION, COLORADO 81 502
go _ ./. oF MT'XTMUM ASTM D 698
MoTSTURE wrTHrN IVA % or oPITMUM
IVPE OF COMPACT1ON EQUIPMENIAND NO OF UNITS:
l) V|BRATORY SHEEPSFOOT ROLLER
MO STUaF ADDrD Bv MTURAL
THICKNESS OF LIFT NCFIES
t/Pt OF EARTH MOVING EQUIPMENT AND NO. Ot UNITST
SANDY IHIBAULT
i'rto ne pmur'rwrrn
tP
!trLITHOMPSON. INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
DArE 10/21/96 Joe flo 01938
mPopr No l0 sHrEr lor I
suBrFcr NoR$l FROMAGE ROAD IMPROVEMEM
vAlt coMMoNs, vAlt, coLoRADO
IJTII-]IY TRENCH BACKFITL
IESI
NO.tocA oN
D€PIH
fEEI
IESI
WPE
LAEORATORY FIEI,D
SOII TYPE"*lDENSTW I,at ,l
oMc DRY
DENSIW
PCt
MC coM-nc or,,l
3
IANDSCAPE AREA
25O FEFT NOPTH OF INTET SD-d .5 NUC 122.O 12_O 14.0 15.7 93
claY,slLw,sL.
SANDY.BROWN
'| 8E!ow ocsnte ecloe 2 gnuano w I oltE potM
THIS REPORT PRESENTS OPINIONS FORMEDASA RTSULT Of OUR OBS€RVATION
Of F LT PLACEMTNIASWETT AS THE TTSTS SHCN,VN ABOVE WE FIA\f REL1ED
UPON IHE CONIRACIOR TO APPLV THE NECESSARY COMPACTIVE EFFORTAND
MOISIURE TO ACHI€VE SPECIFIED COMPrcNON DUAING TIMESWHEN OUR
OBSEM/ER IS NOI PRESENI, AND AI LOCATIONS OTNER I}]AN THOSE TESTTD
TEST DATA AI?E NOT THE SOLE BASIS FOR OPINIONS ONWHTTHER IHE FItL MEETS
sPECrf cATroNS
pr?ocREssREpoRT DURING THIS VISIT THE COMRACTOR COMINUED TO EXCAVATE lN THE LANDSCAPE AREA NORTH OF
fHE SAFEWAY ENIRANCE AND INLET S}'4 AT STATION 7+ 15. BACKFILL MAlERli{t FIAD BECOME WETTER DUE TO
OVER NGHT SNOW. IT WAS SUGGESTED TO IHE COMRACIOR TO MX THE FILI MATER!{. PRIOR IO PTACING 1T
FOR BACKFIIT IN THE I.ANDSCAPE AREA. EXCAVATION CONNNUED TO BE STOW DUE TO THE EXCAVATION
FOLTOWING A PHONE TINE.
fXtH our oprt.lpN rucoMEAcTtoN M€Ers spEcrncAloNsAs tNotcATED !y ouR oBsERvAltoNs AND rEs,
"o.lsl
.3
D tN OUR OptNtON ftrr coMn cTtoN DoEs Nor ME€l SPECTHCA|IONS AS TNDTCAIED 8Y OIJR OSSEMITONS AND IESI NO.(S)
AND SHOUI,D 8E REVORrcD
scopG or oBs€RvATroN: l l Fuu nMe t Xprnoorc. or cen BAsrs: txcoNrRlcroR's oR cueNrs REPREstNr ttvt ADvlsED ]t/tARK Wlthl B & B
crurHoMpsol,rNc U_
APPRC^/[C8Y DAN DOA/NING
)ca,'t.* i,*7
t, FIETD ['/|AM6ER
Compoction
Test Report
cr-rENI CIY fritARKET FOOD & Pl-lAR[,lACY
P. O. 80X 729
GRAND JUNCTION, COLORADO 81502
L/THOMPSON. INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
:)ArF 10/2?96 .los r.rc 01938
RrPoRr No I I sHtEI lor I
SUBJiCI NORTH FROMAGE ROAD IMPROVEMEM
vAlt coMMoNs, vAlt, cotoRADO
I'TILITY IRENCH BACKFILL
IEST
NO.tocATtoN
DEPTH
T€ET
IEST
TYPE
IAsORATORY FIEI.D
SOII TYPE
MN(
DENSITY
rcF
oMc DRY
DENSIWrct
MC
%
coM-
NCTON
NO TESTS PERFORMED
Ir?E Ot COMPACTION EAUIPMENTAND NO. OF UN IS
l) V|BRATORY SHEEPSFOOT ROU.ER
MoTsIURI-ADDIDBv MTURAI
THTcKNESS oF L,FT I 2- I I NCHES
TYP€ Of EARIH MOVING EOUIPMENT AND NO. OF UNITST
2) BACKHOES r) TOADER
THIS REPORT PRESENTS OPINIONS FORMEDASA AESUTI OF OUR OBSERVATION
OF FITL PLACEMENT, ASWELI AS THT TESTS SHC}'N ASCVE WT HAVT REI-IED
UPON IHE CONTRrcTOR TO APPTY THE NEC ESSARY COMPACTIVE Ef FORTAND
MOISIURE IOACH]EVE SPECIFIED COMPrcTION DURING TIMESWHEN OUR
OBSEIWTR IS NOT PRESENT,ANDAT TOCATIONS OTHER IHAN IHOSI IESTED.
TEST DATA ART NOTTHE SOIE BASIS FOA OPINIONS ON WHETHER TH€ FILL MEEIS
SPECIFICATIONS
90 % oF MAXTMUM
MoisTURE wiIHrN WA
ASTM D 698
% OF OPTIMUM
PROGRISS REPORI DURING THIS VISIT THE CONIRACTOR CONNNUED TO EXCAVATE IN THE IANDSCAPE AREA TO
INSTALL THE I8 INCH A,O.S. STORM SEWER PIPE.
L tN OUR OptNtort flt-rcoMpAcItoN MEErs sPEctflcAlroNs As TNDICAIEO 8Y OUR OBS€RVATIONS AND IESI NO.(Sl
IINOUROPINIOI{TII,LCOM9ACIIONDOESNOTMEEISPICIfICATIONSASINDICAIEDEYOUROESER'\r'AIIONSANDI€STNO.(S}
AT'ID SHOUTD BE RA/\/oRKED
scoPE or o8sE[|r'AlloN: I FUunME: t Xpentootc. ox cert s sls: lXcoNTR croR'soR euENrs REPRE€NrAltvE AovlsEo lrltARK WIH B & I
SAI.IDYTHIBAUTI
rrilo ntpnrsrr.rwG
LP
Compoction
Test Reporf
WARNER DEVELOPMEMS. INC.
P. O. BOX 958
AVON, CO 81620
DAri lCy23l96 ros No .02005
arPcRr No 2 sFEEr loF I
st BrEcT VAIL COMMONS
VAIL, COLORADO
SUBGRADE PREPARATION
/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
&7
M.T.TURE ADD€D By I',IATURA!
r|rc(NEssoFUFT NOT OBSES/ED
,'\?E OF EARTH iVlC\4NG EOUIPMENT AND NO. OF U}11IS
r) LoADER a TANDEMS
pRocRESs REpoRr THE SlrE WAS VISIIED AS REOUESTED. DENSIIY TESIS WERE PERFORMED ON THE COMPTETED
SUBGRADE AS REQUESTED. AGGREGATE BASE COURSE WAS PLACED ON 70% OF THE SUBGRADE OURING THF VISIT.
DENSIIY TEST RESULTS INDICAIE SAIISFACTORY COMPACNON, EVEN THOUGH IHE SUBGRADE WAS FROZEN. THE
COMRACTOR RICH SETH WTTH WARNER DEVEIOPMEM WAS INFORMED THAI IHE AGGREGATE EASE COURSE SHOULD
NOT BE PIACED ON FROZEN SUBGRADE. EASE COURSE PIACEMEM COMINUED.
95 _ % oF MAXTMUM ASIM D 6gg
MoIsTURE wm-irN +l:2 o,'o oF opTrMUM
IYPE Of CCMPACiO\ EQdIPMENTAND \O OF LNI-5
NOT OBSERVED
SANDY IHIEAULT
lrio ntpnrv"*w'- -
LP
IHIS REPORT PR€SENTS OPINIONS FORMEDASA AESUTT OT OUR OESETA/ANON
OF Fttt PLACEMENIASWEIL ASTH€ IESIS SkO\ivN ABOVE wt FtAlt AETLED
UPON IHE CCNTRACTOR TO APPLY IHE NECESSATIY COMPACT'VE ETFORIAND
MO STURE TO ACHIEVE SPECIFIED COMPACTION OURING TIMESWHEN OUR
OBSER\IR IS NOI PAESENIANDAT TOCATIONS OINER IHAN IHOSE TESTED
IEST DAIA ARE NOT IHE SOI-E BASIS FOR OPINIONS ONWHETHER IHE FILL ME€TS
spEcrflcAr oNS.
:Xrxoupoprxro n[[ coMpAcroN MEErs spEcrncAnoNsAs rNolcATEo ByouR oBsERvAroNs AND tEsr no.ttt. 3,4'--9,6
II IN OUROPINION TII,TCOMPACTION DOES NOI MEEI SP€CIFICAIIONS A INDICAIID EYOUR OSSERVAIIONS AND IEST NO.ISI .
ANO SHOUI,D 8E REUloRrcD
SCOPE OT OBSERVAIION: iI FULI.IIME: J(PTNIOOIC. OI CTU EASIS; IXCONIRACTOR'S OR CUENTS REPRESENIAIM ADVISED RICH WITH
WARNER DEVETOPMEM
NO.locAltoN
DEPlH
TEEI
IEST
TYPE
I.ABORATORY FIETD
SOIL TYPC
MAX
DENSIW
PCF
oMc DRY
oENS|W
PCF
MC coM-
PACNON
3
SUBG.RADE .39 FEEI
NORTI{^/EST OF MANHOI E A]0.0 NUC 'l32.0 4.2 I33.0 6.6 IOO
c.usvE No._2
Jr)B NO.OI796
4
SUBqRADE . I40 FEET
NORTI{\I'IESI OF MANHOTE Al 0.0 NUC 132.0 4.2 l3't.o 8.3 99
cu_B/E N,q..2_
JOB NO.o1796
5
SUBGRADE - 30 FEET
SOUIHEAST OF tvlANHoLE A2 0.0 NUC 132.0 4.2 126.O 1.0 95
cuRvE tro.2 _
JOB NO.Ol795
6
SUBGRADE. I5 FEET
0.0 NUC 132.0 8.2 t 32.0 7.5 100
CURVE NO. 2
NORTHEAST OF [il,ANHoLE A3 JOB NO.o1796
7
SUBGRADE . 36 FEET
SOTJITI OF MANHOLE A3 0.0 NUC 132.0 8.2 130.0 8.6 98
CURVE NO..2-
JOB NO.o1796
| 8€toweAD€
CIT,IHOMPSON,lNC. ..a 1\
r.r'u,c,,',tr e, DAN ffiNiNeYiffiilfi&R
cTllrxoptPSoN. lNc.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
)Arr 10/23/96 Joe \o
REPOaINO 2
su8rEcr vAl[ coMMoNs
vAtt, coLoRADo
SUEGRADE PREPARATION
IHIS R€PORT PRESENTS OPINIONS FORMED AS A RESUTT OF OUR OBS€IIVATION
OF FILL PLACEMENIAS WELLAS THE TESTS SHOVVN AEOV€, WE ITAVE REII€D
UPON IHE CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE EFIORIAND
MOISTURE IO ACHIEV€ SPECIFIED COMPACTION DURING NMES WHEN OUN
OBS€RVER IS NOT PRESENIANDAT TOCATIONS OTTER T}{AN THOS€ TESTED
IESI DATA ARE NOT IHE SOIE &ASIS FOR OPINIONS ON WH€THER THE FILL MEEE
SP€CIFICAIIONS.
02005
SHEET 'loF .1.
MoTsTURE ADDED BY -I'IATUBA!
rHrcKNEssor uFT NgJ OBSE-R/-ED
]./PE OF EARI}1 fu1O\4NG ESUIPMENTAND NO, OT UNIIS
r) L,oADER a TAN,DqMS
pRocRESs REpoRr THE SIIE WAS VISITED AS REAUESTED. DENSITY IESTS WERE PERFORMED ON IHE COMPLETED
SUBGRADE AS RESUESTED. AGGREGATE EASE COURSE WAS PTACED ON 70% OF THE SUEGRADE DURNG TH6 VIST.
DENSfi IEST RESUTTS INDICAIE SANSFACTORY COMPACTION, E\GN IHOUGH ITIE SUEGRADE WAS FROZEN. THE
COMRACTOR RICH SETH W]IH WARNER DEVELOPMEM WAS INFORMED II{AT IHE AGGREGATE BASE COURSE SHOUTD
NOT BE PIACED ON FROZEN SUBGRADE. BASE COURSE PUCEMEM COMINUED.
lXtxounopttttottFrr.tcoM*cloNMEErssp€crFrclroNsAsrNorcArEDByouRoBsERvAnoNsANoTrttno.trr-,-,9,\F!,9&7
i I rN ouR oPlNlot( fllLcoMmcnoN DoEs Nor MEgr sPEcrfrcAlroNs As rNDrcAlED 8y ouR oEstPvAloNsANo IEsr No.lsl _
ANO SHOUID 8E PEWORXED
scoPe or o8sEsv noN: il FUuIME; lXptnroorc. or cerL BAsrsi aX coNrpAcroR's oR cuENrs REPRE5ENI ITVE ADvtsEo RICH WIIH
WARNER DEVELOPMEM
clL/tHoMPso}{ tNc.
SANDY IHIBAUTT
iiiio iepnrsrturar",i'
- -
tP
Compoction
Test Reporf
WARNER DEVELOPMEMS, INC.
P. O. BOX 958
AVON, CO 81620
I SELOVY GRAD€
srecurc^r,o*s. . g5 o/o oF MAXTMUM ASTM D 69g
MoTsTURE wrrHrN +l! o/o oF oPTTMUM
IYP€ OF COMPACTION EQUIPMENTAND NO- OF UNITS
NOT OBSES/ED
TESI
NO.tocATloN
DEPTH
FEEI
IEST
TYPE
I.AEORAIORY flEtD
SOII. TYPE
MA)(
DENSITY
rcF
oMc
%
DRY
DENSITY
PCF
MC
%
coM-
PACIION
3
SUBqRADE .39 EEET
NORTFIWESI OF MANHOTF AI o.0 NUC 132.0 8.2 133.0 6.6 100
C-URVE N9-2
. JOB NO-OI796
4
SUBGRADE : 1.40 FEET .
NORTFIWEST OF I\4ANHoLE Al 0.0 NUC I32.0 4.2 131.0 8.3 99
c_u_R!E N_q. _2
.loBNoot706
5
_SuB_G.RAQE_ -. _30 F FEI
SOUTHEAST OF IvlANHotE .A2 0.0 NUC 132.0 8.2 126.0 1.0 95
_cuRvE-No.2_
JOB NO.Ol796
6
,s-uBGRAp*E - l5 FEET
NORTHEASI OF
'ilANHOLE
A3 0.0 NUC 132.0 8.2 132.0 7.5 100
CUF/E NO.2
JOB NO_01796
7
SUBGBASE - 36 fEET
SOIJTH OF MANHOLE A3 0.0 NUC 132.0 8.2 't30.0 8.6 98
CUP/E NO.2
JOB NO.Ol796
apnr.\-t,rro 8\DAN
Compoction
Test Report
CIIENT: CTY MARKET FOOD & PI{ARIVIACY
P. O. BOX 729
GMND JUNCTION. COLORADO 81 502
I BEI.OW GNAD€2 eox or lsru o 6e8 REor,rRED
95 % oF MAXTMUM
MoTsTURE wrTHrN I'VA
L/THOMPSON. INC.
CONSULI ING GEOTECHNICAL
AND MATERIALS ENGINEERS
r)Arr 10/23/96 ro8 Na 01938
aFpci.'r No 12 sHErr pr I
SUBJFC] NORIH FROMAGE ROAD IMPROVEMEM
VAIL COMMONS, VAIL, COTORADO
IITILITY IRENCH BACKFIIL
A,SIM D 698
% OT OPTIMUM
IHIS REPORT PRESLNTS OPIN]ONS FORMED ASA RESUTT OF OUR OBSERVATION
Of FILL PLACTMENI AS WELI AS THE ITSTS SHO'N ABOVT WT |-IAVE AETIED
UPON THE COIJTRACTOR TO APPTY IHE NECESSARY COMPACT]VE ETFORTAND
MOISruRE IO ACHIEVE SPEC FIED COMPACTION DUR NG TIMES WHEN OUR
OBSER\TR IS NOT PRESENI, ANDAT LOCATIONS OTHER IHAN IHOSE TESTED.
IEST DATA AAE NOT THf SOIE BASIS FOR OPINIONS ON WHETHER THE FILL MEETS
SPECIIICA]IONS
WPE OF COMPACI ON EOUIPMENT AND NO OF UNITS:
l) V|BRATORY SHEEPSFOOT ROLTER
MorsruRE ADDED BY MTURA!
THrcK\tss or -rT- l8
TYPT OF EARTH MOVING EQUIPMENI AND NO. Of UNITS
2) BACKI|OES I)LOADER
NCHES
paocRrssREpoRT DURING THIS Vlslt THE COMRACTOR WAS EACKFIILING THE STORM SEWER lN IHE I-ANDSCAPE AREA
AT THE AEOVE TOCATION AND BELOW SUBGRADE AI IHE AREA OF TEST NO. 5. THE COMRACTOR I{AD STARTED TO
EXCAVATE ITIROUGH THE NORTH EMRANCE IO SAFEWAY. IHIS NORTH EMRANCE WILI 8E EI.IMIMTED WHEN THE
NEW ALIGNMEM IS COMPI.ETED. IT WAS SUGGESTED IO THE COMRACTOR TO COMPACT THE BACKFII-L PIACED
BEMEEN iiIANHOtE SD-l l AND INLET SD 12 AND NORTIMEST OF lvlANHOtE SD l l WHEN THE BACKF|LL ltl,AWS Ot T.
I l{N ouR oprNroq nr-r. coMQAcTroN MEErs spEcrrc^TroNsAs TNDTcATED 8y ouR oBs€RvATroNs AND r:sl No.ts) 4 & 5
1 I IN OUR OPINION [II.I. COMPACIION DOES NOI MEEI SPECIFICAIIONS AS INDICAIED 8Y OUR OESERVAIIONS ANO IESI NO.(S)
AND SHOUID IT RF/IIORrcD
scoPE ot oBstRVAIloN: I I tu[rTIME: i ]XERloDlc.oN c^r[ EAslS: tnGoNIMCloR's oR cUENI's REPPESINTAIIVE ADVISED i,ARKAND COIA'BOY
WIIHE&B
SAT.IDYTHIBAULI
flElD AtPat$NlAIrVt
TP
NO.LOCATTON
DEPTH
FEEI
IEST
TYPE
IABORAIORY flEt-D
SOII. TYPE
MAX
DENSITY
rcF
oMc DRY
DENSIIYrct
MC coM-
PACTION
A
I.ANDsCAPE AREA . 38O FEET
NODTI]FAqT r.lF INI FT qI'!-'20 Nlte t2? (lto lro t a9 08
I cLAY,StLil,S!.
SANDV NDr)WN
5
STORM SEIVER . 40 FEET
NADTIJFAqT f.}F INI FT qN.I
'n Nltc 132 t a2 1)tr (A2 05
CURVE NO.2
r..lR Nn nI 70/
Compoction
Test Report
CI- ENI WARNER DEVEToPMEMS. INc.
P. O. BOX 958
AVON. CO 81620
/THOMPSON, INC.
CONSULTING GEOTECHNICAL
ANO MATERIALS ENGINEERS
rArr 10/24196 .ro8 No 02005
?tPolr \O 3 SptET pF
"' i'j,i: vAL coMMoNs
VAII.. COLORADO
AGGREGAIE BASE COURSE
IEST
NO.tocATroN
DCPTH
ryPE
LABORAIORY fIEtD
SOIt IYPE
MIJ(
DENSITY
rcF
oMc DRY
DENSIIY
PCf
MC
"/.
coM-
IIACIION
,"/"
a
A8C .. I05 FEET
N6OTI.T1A/FqT .'\F MANIJdI F A I nn N (1 l3,q r A5 I -1' r A o7
AGGREGATE
RAqF
'6I
IDSF
o
ABC =. T 95. FEET
Nr)PTI.IU/FqT r)F MAN1.I6I F A I nn N||l^'| 34 r A5 1at I AO o7
AGGREGATE
IACE
'T
IDCE
ln
ABC . IO FEET
q(1lTHFAqT l1F MAN].ll.)I F A'nn N a liA a A6 I .1-1 a ?,o on
AGGREGATE -_
aaqE l^a! Dq,E
A8C .6 TEET
q6ITTH (1F MANIJnI F A1 dn N l^l -1A a A5 t3n a ?n OA
AGGREGATE
aaeE af.\l loqE
I getow euoe 2 EsniiAtEo gv t ox: Port{
95 7" oF MAXIMUM
MoTsTURE wlTHrN fVA
IYPE OF COMPACTION EQUIPMENiAND NO. OF UN IS
l) VIBRATORY SMOOTH DRUM ROU-ER
MorsTUaE ADDED BY -tlAIURAt
THlcKNEss or LIFI 4-B
IYPE OF EARTH MCI4NG EQUIPMENT AND NO OF UNITS
l) ELADE l) LOADER
, SANDY IHIBAUTT
FIETO A€PRESTNIAIT/T
LP
ASIM D 1557
% OF OPTIMUM
IHIS REPOAT PRESENIS OPINIONS FORMED AS A RESUTT OF OUR OBSEI?VATION
OF F Lt PLACEMEN-]:AS WELI AS IHE IESIS SNOWNAEOVE. WE FIAVE RELIED
I.]PON lNE CONIAACTOR TO APPLY ]TE NECESSARV COMPACIN/E EFFORTAND
MOISTURE TO ACHIEVE SPECIFIED COMPACIION DURING IIM€5 WHEN OUN
OBSEAVER IS NOI PRESENI AND AI TOCAIIONSOTNER THAN TI]OSE IESTED.
IEST DATA ARE NOT ]H€ SOTE EASIS FOR OPINIONS ON WHEIHER II.']E FILT MEETS
SPECIFICAIIONS
PQoGaEss REPcaT DURING THIS FIRST VlSr THE COMRACTOR COMINUED TO IMPORT AGGREGATE BASE COURSE. AT
THE SECOND VIS]T 9O7O OF IHE ROAD BASE WAS COMPACTED. MOISTURE WAS NOT ADDED TO IHE BASE COURSE
OUE TO COOI TEMPERATURES, DENSTY TEST RESUTTS INOICAIE SATISFACTORY COMPACTION AND MOISIURE
CONIEM. IHE COMRACTOR INFORMED OUR CTI./THOMPSON REPRESEMATM THAI lHE A8C WILI BE COVERED.
I XN oul oprNroN Fru. coMpAcnoN MEETS sptcrFrcAnoNs As rNDrcArEo Bv ouR oBsERVATroNs
^ND
rEsr No.(s) 8, 9, I 0 & I I
I ] IN OUR OPINION TII.t COMPACIION DOES NOI MEET SPTCIFICATIONS AS INDTCAIED 8Y OUR OsSERVAIIONSAND IEST NO.IS}
AND SHOUI"O 8E RCWORKED
sCoPE or OSSERVAIION: I I FUI IlMt; i DeERlODlc, oN cAtL BAslS: i )GONTRACTOR'S OR CtltNrs REPRESINTATIVE ADVISED TIM Wtl]l
WARNER DEVETOPMENT
crr,THoMPsorrrNc u* D**,.-b
^!''II')V1OI]V DAN DOWNING. FIELD MAMGER
Compoction
Test Report
CLTENT CIY MARKET FOOD
P. O. BOX 729
GRAND JUNCNON,
O.,-*.MPS.N, rNc.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINFERS
& PIIARMACY
coLoRADO 81502
DATE 10,f24l96 JoB No 01938
n[Poar No t3 st]EET loF I
suB.rtcl NoRTH FROMAGE ROAD IMPROVEMEM
VAIT COMMONS. VAIL. COIORADO
UTIL]TY TRENCH BACKFILL
IEST
NO,roc^floN
DEPIH
f€Er
IESI
WPE
IASORAIORY fIETD
sot[ mtMAX
DENSITY
rcF
oMc ORY
DENSITY
PCt
MC coM-nc oN
6
STORM DRAIN - I25 FEEI
NOPNIFAST c)F INI FT SD-I ?o.8 NUC 132.0 8.2 126.O 9.9 95
cuFvE NQ,2
-toB No o1796
I srtow cRADE
spEcrFrcA1oNs: 95. "/. oF MAXTMUM
MoTsTURE wTHrN lVA
WPE OF COMPACTION EQUIPMENTAND NO OF UNITS:
I) BACKHOE WIIH SHEEPSFOOI BUCKET ATTACHED
l) V|BRATORY SHEE-PSFOO.T ROLTER
MorsTURr ADDED BY MTURAT
'HIC^NESS or LlrI l2-1 8
TYP€ OF EARTH MOVING ESUIPMENTAND NO, OF UNITS
2) BACKHOES l) TOADER
IHIS REPORI PRESENTS OPINIONS fORIVED ASA RESUTT OF OUR OBS€T{/ANON
OT FItL PIACENlENI,AS W€I,I AS IHE TTSTS SHOIVN A8OVT. WE IIAVE RELIED
UPON IHE CONIRACTOR TO APPLV TNE NECESSAIIY COMPACTIVE EFFORTAND
MO STURE TOACHIEVE SPEC1FIED COMPACTION DURLNG TIMES WHEN OUR
OBSEM/ER IS NOTPAESENT, AND AT TOCATIONS OIHEA T||AN THOSE TESTED
TEST DATA AR€ NOT THE SOLE BAS1S FOR OPINIONS ON WhETHER THE FILL MEETS
SPECIf lCATIONS.
ASTM D 698
% Of OPTIMUM
.INCHES
pRocaEssREpoRT AI IHIS VFII THE COMRACTOR CONINUED TO EXCAVATE THROUGH THE EXISIING NORIH EMRANCE
IO SAFEWAY. NO BACKFII-L WAS PLACED IN THIS AREA TODAY. EXCAVAIION AT.ID 8ACrcI[ COMINUED ON IHE
SIORM DRAIN BEMEEN INLETS SD- I 2 AND SD- I 3.
lxrN ouR oprNroN nu, coMpAcnoN ME€TS spccrFrcAroNs As rNDrcAlED By oup oSsERvATroNs AND TEsI No.lsl 6
: ] tN OUR OPINION f II.I COMNCI|oN DOCS NOT MEEI SPECIFICATTONS AS INDICAI€D 8Y OUR OBSTRIr'ANONS AND TESI NO.ISI
AT.ID SHOUTD BE P€WORIGD
scopE orourERvA oN: -l FutLT|ME: t xpsrroorc, on cnr. s srs; i xcoNrR croR's oR cuENrs PEPRESENIAIUE Aot/|sEo ltIARK Al.lD MIKE
wlll{ B & B
SANDYTHBAUTT
I'tLO mpnrstrutelvt
TP
'Compoction
Tesf Report
WARNER DEVEI.OPMEMS. INC.
P. O. 80X 9s8
AVON. CO 81620
TYPE OF COMPACIION EQUIPMENTAND NO OF UNITS
l) VIBRATORY SMOOTH DRUM ROttER
SANDY THIEAULT
FIELO AIPA€$NTAItlt
LP
/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
DArr 10/24196 JoE No 02005
pEpcr,.i' f.io 3 sHEFr pF
:. i..ii.' vAlt coMMoNs
VAIL. COLORADO
AGGREGAIE EASE COURSE
IEST
NO.tocAlroN
DEPIH
FEEI
TEST
WPE
IABORATORY FIEI-D
SOII, TYPE
MAX
DENSITY
oMc
76
DRY
DENSIW
MC coM-
PACTION
7o
A
A8C = 105 FEET
N6OTH\A'FSY .1T MANq/1I E AI nn N (i l3A r Aq 11t f A1 o7
AGGREGAIE
taeE ,^61loqE
o
ABC . 195 FEET
N6DTI.NA/FST 6F MANIJI'\I E AT nn N a laA r A1 11t I Ad a7
AGGREGA1E
aaqB |^al| toqE
IN
A8C . IO FEEI
q{1I FI.IFAqT l1E MANIJ11I E A'nn NII'l?A r A5 I 1-? r 30 OA
AGGREGAIE:",
aacE ar.\ ocB
A8C. 6 FEET
q{1llTl.l 6F MANt{l1t E A'r nn N a ltA r AA l3n n 3n oA
AGGREGATE
aacE r^r1l lDcE
I ge tow oplo: 2 Esnuxgo gv I otrG porrt
95 oa oF r\,4AxrMUM ASTM D 1557
MoTSTURE wTHrN IVA % oF oPrMrJM
TI.']IS QEPORT PRESTNIS OPINIONS FORI\,4ED AS A RESULT OF OUR OBSEAVAIION
OT FIIL PLACEMENT. ASWELI- AS IHE TESTS SI.OA/N ABO\t WE I-IAVE EEI.IED
UPON THE CONTRACTOR TO APPLY THE N€C€SSARY COMPACIIVE EFfORTAND
MOISIURE TOACHlEVE SPECIFIED COMPACTION DUR]NG TIMES WHEN OUR
OBSERVER IS NOI PRTSENIANDAT I-OCAI|ONSOIl.1ER iHAN THOSE IESTED.
rESI DAIA ARE NOT ]I-1E SOIE BASIS FOR OPINIONS CN WHETHEA NlE FItL MEETS
SPECIFICATIONSMorsIUr?E ADD€D BY -I{ATURAI
THlcr(NEss oF LIFT 4-8
IYPE OF EARIH MO\./ING €QUIPMENT AND NO Of UNIlS
r) Br-ADE r) LOADER
PRoGaESS aEPoar DURING THIS FIRSI Vsrr THE COMRACTOR COMINUED TO IMPORT AGGREGAIE BASE COURSE. AT
THE SECOND VISIT 90olo OF fHE ROAD BASE WAS COMPACTED. MOISTURE WAS NOT ADDED TO rHE BASE COURSE
DUE TO COOL TEMPERATURES. DENStry TEST RESUTTS INDICATE SATISFACTORY COMPACTION AND MOISTURE
COMEM. THE CONIRACTOR INFORMED OUR CIIJ]HOMPSON REPRESEMAITVE ITIAT IHE ABC WITL BE COVERED.
: XN OUR OPlNrot{ Fl[t COMPACION MEETS sPECrflcAIroNs As TNDTCATED 8Y ouR oBsERvAlrONs AND IEST NO.lSl 8. 9, I 0 & I I
I I IN OUR OPINIOIT FITI. COMPACIION OOES NOI MEFT SPECIFICAIIONS AS INDICATED 8Y OUP O&SERVAIIONS AND T€ST NO,IS)
AND SHOULD 8E REWORrcD
scoPE oF o8sEnvAnoN: I I FUr.r I|ME: :.)PERTOOTC, ON CArt BASTS; i XCONTRACIOR S OR CL|ENTS REPPESENIAIM ADVISED nM WIH
n WARNER DEVELOPMEM
crL,THoMPsoN.lNc U* Ue*,.- ;-.6
/.I''I.IO.'{[ EY DAT.I DOWNING, FIELD TUANAGER
Compoction
Test Report
SANDY THIBAULT
flttD a[PRastNIAIr\,t
t-P
CTT,/THOMPSON. INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
WARNER DEVELOPMEMS, INC.
P. O. BOX 958
AVON, CO 81620
O/O OF MAX MUM
MOISTUA€ WITHIN
DAI:
atPoar No
SUBJECI
10/25/96 ro8 r'io 02005
4 SHFE I P'
VAII. COMMONS
VAII., COLORADO
UNUIYTRENCH BACKFIIL
TYPE OF COMPACIION EOU PMENIAND NO OF UNIIS
MOlSIUAE ADDED BY
IHICKNESS OF LIFT
]YPE CF EA,ATH MO/I}]G TQUIPMENT AND NO OF UI']I]S
IHIS REPOAT PR€SENIS OPINIONS FORMEDAS A RESULI OF OUR OBS€RVATION
OF FlLL PtrcEMtNT. ASWETLAS IHE IESI-S SHO\,/N ABOr'E. WE |IAVE A€LiED
UPON Tl.1E CONIMCTOR IO APPTY THE NECESSARY COMPACIIVE EFFORIAND
MOISIURE TO rcHIEVE SPECIf IED COMPACIION DURING TIMESWHEN OUR
OBSER\tR 15 NOT PRESENI AND AT LOCATIONS OIHER THAN THOSE TESTED,
TESI DAIA ARE NOT IHE SOLE 8A5IS FOR OPINIONS ONWHETI-IER TFE FItI- MEETS
SPECIFICATIONS
06 0F opr[v1uM
PPoGRESS REPoaI DURING lHlS VSn THE COMRACTOR SHUI DOWN DUE TO rHE WEATHER. IHE CONIRACTOR l{AD
STARTED TO EXCAVATE IO INSTAI THE STORM DRAIN IN THE IINDSCAPE AREA EETWEEN THE SAND TRAP IN
FROM OF CIIY I'ARKET TO THE INTET TO CONNECT IHE FOUNDATION DRAIN OF IHE CONDOS NOR]H OF CITY
MARKET. ]I WAS SUGGESIED TO RICH W]TH WARNER DEV. TO INFORM THE CONIRACTOR WHEN THEY RETURN 1}{AT
THE COMPACTION SPECIFICATION IS 90% OF ASTM D 698.
, 1 IN OUP OPINION IIII COMPACTION MEEIS SPECIfICAIIONS AS INDICATED 8Y OUR OESERVAT|oNSAND TESI NO.ISI
I J IN OUR OPINION fILI. COMPACTION DO€S NOT MEEI SP€CITICAIIONS AS INDICAIED BY OUR OESERVAIIONS AND I€SI NO,ISI
AND SHOUI,D BE REWORrcD
SCOPE OF O&SERVATION: . I tUtt llM€r )fERtoD|C, ON CAl,l, EASIS: i I CONIMCTORS OR CIIENTS REPRESENIAIIVE ADvlS€D
TEST
NO.tocAfloN
OEPTH
TEEI
ISST
TYPE
IAEORATORY FIEI.D
so . wPE
MAX
DENSIW
oMc DPY
O€NSIIY
PCF
MC coM-
\cno
7"
c-TL,THoMpsoN.lNc O4^- Do--,,_^
n:''/1 :r'l\'
DAN DowNtNG, FIELD tvlAI{AefR
Compoction
Test Report
CII€NI WARNER DEVELoPMEMS, INc.
P. O, 80X 958
AVON, CO 8]620
o,i, OF MAXIMUM
I\,IOISTURE W TlrlN
CTTiTHOMPSON. INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
DAr€ 10/25/96 roB No
atPoar r.Jo 4
suBJEcr vAlL coMMoNs
VAIL, COLORADO
UTILTY TRENCH BACKFILL
0200s
SHEFT IOF
96 OF OPTIMUM
IHS AEPOAT PRESE\IS OPINIONS IORMED ASA RESUTT OF OUR OBSERVANON
Of F'LL PLACEMTNI, ASWELL AS THE TESTS SFIOWN A8O\T WE I-]AVE AELIED
UPON T}]E CONTMCTOR TO APPTY THE NECESSARY COMPACT]VE EFFORTAND
MOlSTURE IO ACHIFVE SPECIFIED COMPACIION DUR1NG T]MESWHEN OUR
OBSEAITA S NOT PAESENIAND AT I.OCATIONS OTNEA IHAN THOS€ TESI€D
IEST DATA AAE NOI THE SOLE BASIS FOR OPINIONS CI'J WHETHER TIIE FItL MEEE
SPECIF CAI ONS
ryPT OT COMPACTION EQUIPMENIAND NO OF UNIIS
MOISTUAE ADDED BY
IH1CKNESS OF LIFT
TY,OE CF LARTH MOVIIlG EQIJIPM€NT AND NO OT IJI]LIS
PaOGRESSREPonT DURING THIS VEr THE COMRACTOR SHt r DOWN DUE TO IHE WEAIHER. THE COMRACTOR HAD
STARIED TO EXCAVATE TO INSTA.L THE STORM DRAIN IN IHE IANDSCAPE AREA BETWEEN THE SAND TRAP IN
FROM OF C]rY MARKET TO THE INTET TO CONNECT THE FOUNDATION DRAIN OF IHE CONDOS NORTH OF C]TY
IVTARKET, IT WAS SUGGESIED TO RICH WITH WARNER DEV, TO INFORM THE COMRACTOR WHEN THEY RETURN I}IAT
THE COMPACTION SPECIFICATION IS 9O7O OF ASTM D 698.
tN oup oPrNtoN Fltt coMPAcnoN MtEts sP€crncAloNs AS lNorcAtto 8Y ouR oEstFr'AnoNsAND lEsr No.lsl
tN ouR oprNtoN fru. coMPAcroN DoEs Nor M€Er spEctflcAltoNs A5 lNorcAItD 8Y ouR oEsERvATroNs AND IISr NO.{S}
AND SHOUI,D 8E REWOPKED
SCOPE OF O&SIRV T|ONr l tUUtlMti )fEPlODlC, ON CAtl, EASIS: I I CONIMCIOR'S OR CUENTS REPRESENTAnVE ADVISED
il
I]
SANDY THIBAULT
IILD n[pafs[NIAIT\,[
tP
tEqt
NO.rocAlroN
DEPIH
fEEI
lESr
TYPE
I.ABORATORY TIEID
50[. wPE
MAX
DENSIW
oMc DRY
DEN$TY
PCF
MC coM,
PACTION
N|1 TE<TC OEDE,'\DIT'EI-\
crt']rHoMPsoNlNc U-* Do--,'-^
;r'|t ": ii tr! DAN DowNlNG. FIEID l{Ar.lAefR
Compoction
Tesf Reporf
CLTENT C]TY MARKET FOOD & Pl{ARl\ilACY
P. O. BOX 729
GRAND JUNCNON. COLORADO 81502
95 % oF MAXTMUM
MorsTUREwrTNrN ltUA
VTL/THOMPSON. INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
DATE
REPORI NO
SUBJICI
10/25/96 JoB No 01938
14 sHEEI lor I
NOR1TI FROMAGE ROAD IMPROVEMEM
vAtt coMMoNs, vAlt, cotoMDo
IMUTYIRENCH BACKFITL
IYPT OF COMPACTION EOUIPMENT AND NO. OF UNITS
l) V|BRATORY SHEEPSFOOJ ROttER
MorsTL?E ADDrD By MIURAT
tHtc kNtsS 0r LrFT
ryPE OF TAATH N,4CX,/ING EOUIPMENIAND NO. OF UNITS:
ASTM D 698
% OF OPT]MUM
. INCHTS
II.']IS REPOAT PRESENTS OPINIONS TORMEDAS A RESUTI OF OUR OBSEI?VATION
OF FITL PTACEMENIASWELI AS IHE TESTS SHOWN A8O/E. WE |IAVE RTLIED
UPON IHE CONTRACTOR IO APPLV THE NECESSARY COIV1PACIIVE EFFOAIAND
MOISTURE TO ACHIEVE SPECIFIED COMPACIION DURING TIMESWHEN OUR
OBSIRVER IS NOI PRESENI AND AI LOCATIONS OTHER THAN THOSE IESTED.
TEST DATA ARE NOT THE SOI-E BASIS FOR OPINIONS ON WHETHER THE TItT MEEIS
SPEC]FICAIIONS
pnocftssaEpoRT DURING THISVISITIHE COMRACTOR FIAD NOT PTACEDANYADDITIOML BACKFILT SINCE OUR I-AST
VIS]T ON IHURSDAY, 10,124196. THE SITE WILI. BE VISITED ON MONDAY. 10'128196. EXCAVATION COMINUED
NORTH OF THE NORTH SAFEWAY EMRANCE. WATER IINE EXCAVATION STARTED TODAY AT THE EMRANCE TO VAIL
COMMONS - WARNER DEVETOPMEM. THE WATER LINE WILI. RUN ALONG SIDE IHE FROMAGE ROAD IO THE
NORTHEAST.
I]INOUROPINIONFITICOMNCIIONMEEISSPTCIFICAIIONSASINDICATEDEYOUTO8SERVAIIONSANDTESINO.(S).
I I IN OUR OPINION FITT COMRACIION OO€S NOI ME€T SPECIfICAIIONS AS INDICAIED 8Y OUR OBSERVAIIONS AND ITSI NO.ISI
AND SHOUID BE REI,\ORXEO
scopE or oBsEn AltoNr U FUuTtMt; Xpenroorc. olr clr.t EAriF; tXcoNIRAcToR'soR cr.rENrs REPRESENTAIM ADVISED MARK AND MIKE
wllll I & B
SANDYIHIEAUTT
rILD AEPRTSTNIAlM
to
IEST
NO.tocAfloN
DEPIH
FEET
IESI
TYPE
IASORAIORY FIEI.D
sott wPE
MAX
DENSITY
rcF
oMc DRY
DENSIW
PCt
MC
"/o
coM-
PACTION
NC) TFSIS PFQFOPMFD
APpl?OVt O BY DAN DOWNING, FIEI.D
Compoclion
Test Report
c r'N- CITY IVIARKEI FOOD
P. O. BOX 729
GRAIIDJUNCIION
L/THOMPSON. INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
& PHARMACY
coLoRADO 81502
DAri 10/26196 .ro8 No 01938
ilFpor?T No l5 Sr'FiT pf I
SUs.IICI NORTH FROMAGE ROAD IMPROVEMEM
VAIT COMMONS, VAIL. COTORADO
I'IIUTYIRENCH BACKFII.L
NO.tocATtoN
DEPTH
FEET TYPt
I.ABORAIORY FIEI,D
so - wPE
MAX
DTNSITY
rcF
oMc DRY
DENSIIY
MC coM-
ACTTO
N.) TFSTS PFOF')DMFN
pRocRrssr?EPoRi THE SITE WAS V6mD TODAY,
INFORMED US THEY WERE TEMPORARIIY SHI'T
FURTHER TESTING IS NEEDED.
IHIS REPORT PRESINTS OPINIONS FORMED ASA RESULI OI OUR OBSEM/ATION
OF tltl PIACtMFNT. ASWEtt AS THE TESIS SHCI/VN ABOVE WE I-IAVE REIIED
UPON IHE CONIAACTOR TO APPTY THE NECESSAI{Y COMPACTM EFFORTAND
MOISTURE TO ACHIEVE SPECIIIED COMPACTION DURING TIMESWHEN OUR
OBSERVTR IS NOI PAESENT, AND AT TOCATIONS OTHER IIIAN THOSE TESTED,
TEST DATA ARE NOT IHE SOLE BASIS FOR OPINIONSON WHETHER IHE IlLt MEETS
SPECIF C-AT]ONS
rNcHts
AS REOUESTED. WHEN WE ARRTVED ON SITE, CO\I/BOYW]TH 8 A E
DOWN DUE TO WEATHER CONDIIONS. WE WITL BE NOTIFIED WFEEN
95 % oF MAXTMUM
MOISTURE WIIH N
ASIM D 698
O/O OF OPT MUM
IYPE OF COMPACTION TQUIPMENTAND NO OF UNITS:
MOISTUITE ADDED 8Y
THICKNESSOF LIFT
TYPE OT EAATH MOVING EQUIPMENIAND NO OF UNIIS
I I IN OUPOPINIOI{ FILI. COMACTION MESIS SPECIFICAIIONS AS INOICAITD BY OUR OESERVAIIONSAND TESI NO.(SI
I I tN OUR OPINION FITI. COMPACTION DOES NOT MEEI SPECIFICAIIONS A5 TNDICATTD BY OUR OESERVAITONS AND TESI NO.(SI
AND SHOUTD 8E REWORKED
scopE oa oBseRrr'AroN: I I fuu nME; ' .xEFtoorc. oN cAtt BAsrs; i l coNrRAcIoR's oR cuENrs REPRESENIAINE ADVISED
qoN MolE_
IItD RTPRTSTNIAIM
IP
Compoction
Test Report
CTIINJ CIY I\i'!ARGT FOOD & PFARMACY
P. O. 80X 729
GRAND JUNCNON, COIORADO 81 502
95 o/" oF MAXTMUM
[J L/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MAIERIALS ENGINEERS
DAII
I?FPCI?I \O
s'Jli.,lcl
10/28/96 .roB No 01938
16 sHEtT pr I
NORTH FROMAGE ROAD IMPROVEMEM
vAil. coMMoNs, vAlt, coLoRADo
INITYTRENCH BACKFIIL
MOISTURE wlTHlN l'J/A
IYPE OI COMPACTION ESUIPMENIAND NO Of IJNIIS
l! VTBRATORY SHEEPSFOOT ROUER
ASTM D 698
9; Of OPTIMUM
THIS REPORT PRESINTS OP NIONS FORMED AS A RESUTT OF OUR OBSERVAIION
Of FIIT PLACEIVENI. AS WETI AS IHE IESTS SHO\iVN ASOVE WE FIAVE NELIED
UPON IHE CONIRACTOR TO APPIY IHE NECESSARY COMPACTIVE EFFOR] AND
MO SIURE TO ACHIEVE SPEC1FIED COMPACT ON DUR NG TIMESWHEN OUR
OBSEIWER IS NOT PRESTNT, ANDAI LCCATIONSOIHER IHAN IHOSE TESIED
IEST DAIA ARE NOI THE SOLE EASIS fOR OPINIONS ON WHETHERTHE FITI ME€TS
SPECIFICATIONS
I) BACKI{OE WTTH SHEEPSFOOT WHEET AITACHED
Morsr(rr?F
^DDLD
BY l.lATURAL
lHrcKNEss or uFr 12-18 rNcHEs
IYP€ OF EARTH MOVING EOUIPMINIAND NO OF UNITS:
3) BACKHOES 3) TOADERS l) BI-ADE l) DOZER
PAOGR€SS REPORI DURING THIS VIS]I THE WATER LINE EXCAVATION STARIED IN THE AREA OF INTET SD.I3 WAS NOT
READY FOR BACKFILI. NO ADD]TIOMI, EXCAVATION I-IqD BEEN DONE SINCE OUR IAST VIS]I, BACKFIIL
CONNNUED AT IHE SAFEWAY ENIRANCE. BACKFITI MATERLU COMAINED +3O% 314INCH GRAVEL COBBTES AAID
BOUTDERS. 1T WAS SUGGESIED TO IHE COMRACTOR TO SORT THE FIL! TO APPROXIMATETY -I2 INCHES. IHE
COMRACTOR STARTED TO REMOVE MUD FROM THE SURFACE BEMEEN IHE NORIH AND SOI.'ITI EMRANCES TO SAFEWAY
IN PREPARATION FOR SUEGRADE PREPARATION. A TELEPHONE COMMUNICAIONS VAULT WtT BE INSTATLED IN
THE AREA OF THE AEOVE IOCATION. THF VAULT IS APPROXIMATETY THE CENTER OF THE CTIY IVIARKEI PARKING
GARAGE ENIRANCE OFF THE N
I XN OUR OptNrort FN. COMPACnON MEErS ouR oEsERvATloNs AND r€sr No.ts) 7 . ,.--,
(l tN ouR optNtor( Hu coMncnoN DoEs Nor MEEI spEcrflcAlroNs As TNDTCATED BY ouR oSsERvATroNs AND rtsr No.lsl
AND SHOUI.O 8€ QEWORXED
scoPE ot oBsE$r'A oN: I I fuu lMEi i rxERtoDrc. oN cAr.r 8A5rs; I I)€oNIRACIoR'S OR CUINTS REPRESENTAIIVT ADvlSEo liil,ARK Al.lD COWBOY
wllltB & 8
_ _ SAND'T IHBAUTT
IIETD NIPATSfNIATM
tP
rfsT
NO,r,ocAnoN
DEPIH TESI
TYPE
LABORAIORY flEt"D
so[ wP€
MAX
D€NSIry
PCF
oMc DRY
DENSITY
PCF
MC
%
coM-
PACTION
7
I IO FEET SOI'I}M/ESTnr rNr ET qn_r n Al Nlta tet r A'1t7 |ol OA
cuR\/E NO.2
lr.tt Nt.t nl to,/
I artolrr ocslne emoE
Compoction
Test Report
cfFNI C]TY MARIGT FOOD & Pl.nRrvlACY
P. O. BOX 729
GRAl.lD JUNCIION, CO|ORADO 81 502
95 "/. oF NTaxTMUM ASIM D 698
MorsTURt wTHrN WA % oF oPTMUM
WPE OF COMPACTION EOUIPMENIAND NO OF UNIIS:
1) BACKHOE wlIH SHEEPSFOOT WHEEL ATTACHED
Mo sruaE ADDrD B\ MTURAT
THrcKNEss oF uFT I 2-l 8 rNcHrs
]Y.DE OF Er'.R|U MO\./!r.tG EeUtpMENTAflD r\to. Ot r..rN .rS
2) MCTGTOES 2) TOADERS
SANDY IHIBAUIT
FITLD RTPRISTNIAIM
tP
O.,r*oMPSoN, rNc.
CONSULTING GEOTECHN ICAL
AND MATERIALS ENGINEERS
DArE 10/29196 rcs No 01938
ruPoar No 17 sHEET bF I
susJEcI NORIH FROMAGE ROAD IMPROVEMEM
vAtt coMMoNs, vAlt, co[oRADo
Uf ILITY IRENCH BACKFILL
THlS R€PORI PRESTNTS OPINIONS FORIVED AS A RESULT OF OUR OBSERVATION
Of tILL PLACEMIN-I, ASWETLAS IHE ftSTS SHOWN ABOr'E. WE I-IAVE RELIED
UPON IHE CONIRACIOR TO APPLY TIIE NECTSSARY COMPACTIVE EFFONIAND
MOISTUAE TO ACHIE\/[ SPECIFIED COMPACTION DUAING TIMESWlEN OUR
OESERV€R IS NOT PRESEN'I AND AT LOCAIIONS OTHER IHAN THOST IESTED.
IIST DATA ARE \OT IHI SOLE BASIS FOR OPINIONSON WHEIHER THE FItI- MEETS
SPECIFICATIONS
pRoGREssREpoRT DURING IHIS VISII THE COMRACTOR WAS NOT WORICNG lN THE AREA OF THE SAFEWAY ENIRANCE
INCLUDING SUEGRADE PREPARATION. ftIE COMRACIOR COMINUED IO EXCAVATE TO INSTATL THE WAIER IINE AT
THE ENIRANCE NO. 3. IHE SIE WAS VSTED lwo ADD]TIOMI TIMES. T}IE COMRACTOR I'!AD NOT EXCAVATED
OR PTACED AI{Y BACKFILI MAIERIAI.. IT APPEARED IHEYWERE WAIIING FOR IHE REPAINS TO TITE SANITARY
SEWER BROKE DURING THE EXCAVNON. BACKFII.I- STARTED AT THE FOURI}I VISII.
, xN OUP OPlNtOrt frU, COMPACTTON MTETS SPGCTICAnONSAS TNDTCATED 8Y O{lR OESEIVAITONS ANO rESI NO.IS) 8
IIINOUROPINIOITFIUCOMPACIIONDOESNOTME€ISPECIFICATIONSASINDICAIEDBYOUROBSEXIr'AIIONSANDTESINO.(SI
ANO SHOUI"D 8E REWORXTD
I'TARKWIIH
8 & B EXCAVANNG
: I FUUTIME; ]X€R|oOIC,ON CATI. BASIS: I |)GONTRACIOR'S OR CUENI'S REPPESENIAIIVE ADVISED
TEST
NO.toc^TtoN
DEPIH
FEEI
It5l
WPE
LABORATORY flt]D
SOII IYPE
MAX
DENSIWrct
oMc DRY
DENSITY
PCF
MC coM-
PACTION
a
WATER IINE. & FEET NOR1HEAST
r)F MANI.{OI F AI tL.o NUC 132^(4.2 126.4 8.9 95
cu8_vE No.2
loB No-oI79t
I gaow enrDE
CIL/THOMPSON.INC yr nI,-)+'1 (tlett'- i"7
Aoi/L'.rL pi DAl.l DorrNlNG. FIELD lvlAl.llcER
Compocfion
Test Report
CI IENI C]TY Ii/IARKEI FOOD & PMRMACY
P. O. BOX 729
GRAT.ID JUNCIION, COTORADO 81502
95 "/" oF MAXTMUM A,S[M D 698
MorsruRE wrTHrN tl/A ./. OF OPTIMUM
TYPE OF COMPACTION EOUIPMENTAND NO OF UNITSI
I ) BACffiOE WITH SHEEPSFOOI WHEET ATTACHED
MOISIUaF ADDID BY MruRAt
THTCKNESS oF UFT 12-18 NcHrs
IYPE OI EARIH N4OVING TQUIPN4ENT AND NO Of UN S
2) BACKHOES 2) LOADERS
SAI{DYTHEAULT
flfrD atPntstNTAIM
tP
VI-L/THOMPSON. INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
DATE 10/30/96 iots No Ol9E8
RTPORT NO l8 sHEtT pF I
suBJFcr NORllt FROMAGE ROAD IMPROVEMEM
VAII, COMMONS, VAIL, COLORADO
I'TIIITY TRENCH BACICILL
TEST
NO.tocAnoN
D€P'H
fEET 'CCYTYPE
IABORATORY FIEI.D
SOII. TYPE
MAX
DENSITY
PCF
oMc DRY
DTNSITY
PCF
MC coM-
PACTION
o/o
o
WAIER tlNE .50 FEET NORI}IEAST
-rE lr^ tlunl E A 'l f t|| t/^l2t A'1aa I Rll o{CURVE NO.2
tn D N/.'! nl to/
tn
IITILfi CROSSING AT ]NTEI
ct\ o E ct ant tl'th c4 Nn.^l?l 'r(1 lat a ln o-4
SAND. GRAVET
elr TV qDarllrN
I'TII.JTY CROSSING AT INI.TT
Qh_o _ EACf aa.rl lttri nt N a laA i A5 ltR I A5 OA
I AGGREGAIE
DACr a.' tDeE
lla DETECT TTE TECT Nft N a l?.At A(100 I 5t o6
9 AGGREGAIE
aaaE ,^aI tDeE
I miow oneD€ 2 esnultp gv I oHe potin r cc* oF AstM D | 657 RrcTUIRED
PRoGRrss REPof?T DURING IHIS VlsII rHE COMRACTOR COMINUED TO EXCAVAIE TO lNSTAtt IHE WATER LINE
NORTHEAST OF i.I,ANHOLE AI AI ENIRANCE NO. 3. 1T WAS SUGGESTED TO IHE COMRACTOR. B A B EXCAVANNG,
TO REMOVE AND REPTACE lHE BACKFILI. PTACED SO TFMEST OF MANHOTE AI DUE TO PUMPING OBSERT/ED UNDER
THE TOADS OF CONSTRUCNON IRAFFIC. IMUTY CROSSING EXCAVANON STARTED AT INLET SD.g. IHE IOP 12
INCHES OF IHE WATER TINE BACKFITI NORITIEASf OF MANHOLE AI BECAME WET FROM SNOIV AND RAIN. COWBOY
WITH 8 & B INFORMED OUR CIUTIOMPSON REPRESEMATM II{AT THE WET AI.ID PUMPING AREA OF EACIGIII
PIACED AEOVE THE WATER LINE WILI 8E REWORKED DURING THE SUBGRADE PREPARANON.
XN ouR oprNroN, nr-r coMpAcTroN MEErs spEcrfrcAroNs As rNorcAlED By oun ogsERVATIoNsAND TEsI No.(sl 9. l0 & I lA
I rN ouR oprNrou FrLr. coMpAcloN DoEs NoT MEEI spEcrrrcATroNs ls TNDTcATED By oun oBsERvAroNs AND tEsT No,{s) I I
ANO SHOU1D 8E REWORIGD
SCoPE Or OBstFvAIloNr I I rUtrTIME: I ;XCRIODIC, ON cAlrsASls: I );poNIMCIOR'SOR CugNrS IEPRESENIAIIVE ADVISED COWBOY W]IH
B & B EXCAVATING
THIS R€PORT PATSENTS OPINIONS FORMEDASARESUTT OF OUR OBSERVATION
OT TILL PLACIMENI A5 WETI AS IHE TESIS SHOVr'N ABOVT WE HAVE RELIED
UPON THE CONIAACIOR TO APPLY TNE NECESSARY COMPACTIVE EFFOAIAND
MOISTUAE IO ACHIEVE SPTCIFITD COMPACTION DURING IIMES WI]EN OUR
OBSERVER S NOT PRESFNI ANDAT TOCAT]ONS OTNERTHAN IHOSE TESTED,
IEST DATA ARE NOITHI SOtt MSIS FOR OPINIONS ON WHEIHER IHE FIIT MEETS
SPECIFICATIONS
cTt'rHoMPsoN'lNc
A-- [rt-r-,"*7
':t 'r"o ir 'r DAN Do\,vNlNG, FIELD t\,lAl.lAdER
Compoction
Tesl Report
CIIINI CTY TV|ARKET FOOD A PHARi/IACY
P. O. 80X 729
GRAND JUNCIION, COTORADO 8'1502
spEcrncAnoNs: 90 % or I\4AXTMUM ASIM D 698
MOrsTUrlr wrrHrN l.UA % oF oPT MUM
.TYPI OF COMPACTION EOUIPM€NTAND NO. OF UNITS
l) MCKHOIV WIH SHEEPSFOOT ROILER AnACHED
DAI 10/31/96 .ro8 No 01938
t.)l foei \O 19 sHrrl p: I
1'IIt\.IC NORIH FROMAGE ROAD IMPROVEMEM
VAIL COMMONS, VAIT, COLORADO
IJTIIlryTRENCH EACKFIIL
L/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
co\ /80Yw]TH
B & B EXCAVATING
IHIS REPORI PAESENIS OPINIONS FORMEDASA RESULT OT OUR OBS€RVAIION
OF FILL PIACIMENI. AS WEIL AS THE TESIS SHO{/VN ABCniE WE |-lA\,t REt ED
UPON THE CON]RACTOR IO APPLY THE NECESSAAY COMPACTM ETFORTAND
MOISTURE IOACHIFTi SPECIf IED COMPACTION DURING IIMESWNEN OUR
OESERVER IS NOT PAESENT, ANDAT LOCATIONS OTHER I|IAN IHOSE TESTED
TESI DATA ARE NOT It.]T SOLF BASIS TOR OPINIONS ON WHEIHER THE F LL MEETS
SPECJFICATIONSMoTSTURE ADDED BY . iIAIURAI
TH cKNEss oF r ET NOT OBSERVED
ryPE OF EARIH I'.1O./I1..IG IQUIPMEi{'TAND t{C OF UNI'Is
r) BLADE 2) BACKHOES 1) TOADER
paoGRISs a€POaT DURING IHIS VIS]T IHE CONIRACIOR WAS EXCAVANNG TEMPORARV DTCHES BEMEEN THE 8I,S STOP
AND IHE C]TY IiIARKET PARICNG STRUCIURE TO COMROL IHE SNOW MEII AND RAIN SO SUBGRADE PREPARATION
COUTD START. IHE CONIRACTOR }IAD COMPLETED l}IE EXCAVAIION OF IHE WAIER IINE IN IHE TANDSCAPE AREA
IN FROM OF THE BRANDESS BUILDING. CONCREIE KICKERS IIAD TO BE POURED BEFORE EACKFILI COULD
COMINUE. AT THE SECOND VISI THE WATER TINE TRENCH IN FROM OF THE BRANDESS BUII.DING WAS
COMPIETE.
i]INOUROPINIONFIITCOMPACIIONMEIISSPECIFICATIONSASINDICA'IEDBYOURO8SERVATIONSANDIESINO.ISI
I I IN OUR OPINIOT.I FILI. COMRACIION DOES NOT MEEI SPECIFICATIONS AS INDICAIED BY OUR OESERVAIIONS AND TESI NO,(S)
AND SHOT,'ID 8E REWORKED
i I rUU IIME; i IXERIODIC, ON cAl't 8 5lS: I I€ONTRACIOP'SOR CUINTS REPRESENIATIVT AOVISED
SAT.IDY ITIIBAUTT
f rn ti f.ttPQtsf NlATtJt
LP
IESI
NO.t"ocATtoN
DEPTH
FEET
TEST
WPE
IABORAIORY FIEI.D
SOITTYPE
MAX
DENSITY
PCt
o N4C DRY
DENSITY
rcF
MC coM-
PACTION
NI1 TE<TC DTDE.TDMEN
,'fiA*
Compoction
Test Report
CLIINT C]TY MARKET FOOD & PMRMACY
P. O. BOX 729
GRAND JUNCTION, COLORADO 81502
LiTHOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
r)Arf l l/01/96 .rots No 01938
Atr,C ?T NC)20 sdrtl lf,r I
s,r6.r:cT NoR{}l FROMAGE ROAD IMPROVEMEM
VAIL COMMONS, VAIL, COTORADO
SUBGRADE PREPARANON
NO.rocAloN
O€PTH
fEET
IESI
TYPE
LABORA]ORY FIElD
solrwPE
MAX
DENSIW
PCt
oMc DRY
DENSIIY
PCr
MC coM-
PACIION
N.1 TFSTS PFDFdOMFN
IYPT OF COMPACTION EQU]PIVENIAND NO. OF UN TS
MorsTuet ADDED BY IIATURAI
IHICKNTSS OF L -
IYPE OT EARTH MC\/ING EQUIPMENT AND NO OF UNITS:
r) 8r.ADE a LOADERS l) 613 SCRAPER
SANDY THIBAULT
f[tD afPatstNIAIM
TP
95 %or MA;*MUM ASIM D 698
MOISTURE WTHIN T.I/A "/" OI OPNN4UM
THIS REPORT PRESLNTS OPINIONS fORN,4EDAS A RESULT OF OUR OBSERVATION
OF FIIT PIACII"4ENIAS W€Lt ASTHT TESTS ST]O\^/N ABOVE WE I-IAVT AELIED
UPON IHE CONTRACIOR IO APPTY THE NECESSAT{V COMPACIIVE EFFORTAND
MOISTURE TO ACHIE\,'T SP€CITIED COMPACIION DURING TIMESWHEN OUR
OBSERVER IS NOI PAESENIAND AT TOCATIONSOTHER I|1AN THOSE TESIED.
TEST DATA ART NOI THE SOTE BASIS f OA OP NIONS ONWHETHER THt FlLt MEETS
sP[CIFICATTONS
PAOGRISSRIPORT THE COMRACTOR STARIED TO REMOVE THE VERY WET OVERBURDEN SOILS IO ACHIEVE SUBGRADE
EI.EVATION BEMEEN STANONS I6+50 AND 20+50. SIEVE WTTH B & B INFORMED OUR CTI"/IHOMPSON
REPRESEMATM IHAT II{EY WOIJID CONNNUE IO REMOVE IHE WEI SOITS IO SUEGRADE ETEVAilON. AI II{AI
TIME THE SUBGRADE WOUTD BE TESTED AND PROOF ROTTED. IHE CONIRACTOR REOUESTED A SATURDAY VISIT.
I tN OUp OptNtON FtLr COMPACI|ON MEEIS SptCtHCATtONS AS |ND|CAIED 8Y OlrR OSSIRVAIIONS ANO rESr NO.(SI
I] IN OUR OPINION FITI COMPACIION DOES NOT MEEI SPECI'ICAIIONS AS INDICAITD sYOUR OBSEPVATIONS AND TESI NO.(SI
AND SHOUTD 8E REWORXID
scop€ oF oBsERv TtoN: i I FUu. ME; lxERtODtC, ON cAr.r. B Srs: I)GoNTRACTOR'S OR CLTENIS REPRISENIAIIVE ADVISEo SIEVE WII}I
cr,THoMpsoN.lNc U- D**',iixcAVArlNG
/'.',ar?ovrDEy DANDO/|/NING,FIELDM MGER
Compoclion
Test Report
CIIiNi C]TY IVIARKET FOOD & PFIARMACY
P. O. 80X 729
GRAND JUNCNON. COLORADO 81502
r Beiorvsus6nAD€ 2 esnutlp wtolrpoM
SPECIFICAIIONS: 95 % OF t\.4pxrMUM
MorsruRt wrltl N wA
ryPI OF COMPACTION EOUIPMENT AND NO Of UNIIS
I) VIBRATORYSMOOTH DRUM ROI.LER
L/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
r)ATr l l/0?96 rou r'ro 01938
RrPor?T nc 2l sFrir br 2
suBJFcr NoRIH FROMAGE ROAD IMPROVEMEM
vA[. coMMoNS, VAlL, COIORADO
LTfllIIY IRENCH
SUBGRADE PREPARANON
Mors'LRE ADDrD BY MIURAI
THTCKNESS oF LIFT 6:8
IYPE Of tARrH MO,,/|NG EQLITPMFNI AND NO OF UNITS
2) BACKHOES l) EIADE 2) TOADERS
THIS REPOAT PRESINTS OPINIONS TOAMEDAS A AESULT OF OUR OBSEIIVATION
OF FILt PLACEI\4ENT, ASWELT AS THE TESTS SHOWN ABOVE,WE I-IAVE RILIED
UPON THT CONTRACTOR 10 APPLY IHE NECESSARY COMPACITVE EFTORIAND
MOISTUAE 10 ACHIFVE SPECIFIED COMPACTION DURING TIMES WHEN OUR
OBSEAVER IS NOI PRESEM.AND AT LOCAIIONS OIHTR TI-]AN THOSE TEST€D.
IESI DAIA AR€ NOT THE SOIE BASIS TOR OP N]ONS ON WHETHER IHE F tT MEETS
SPECITICATIONS
pRocarss REpoaT DURING IHIS VISIT IHE COMRACTOR WAS INSTAILING IHE 30 INCH ADS EEMEEN l\i'lANHOtE Al'lD
INLET SD-9 AND SD,I O. IHS AREA IS IN A I.ANDSCAPE AREA. I}IE COMRACTOR CONTINUED TO EXCAVAIE IO
SUBGRADE ELEVATION EETWEEN STAIIONS I6+50 AND 22+OO. THE CONIRACTOR INFORMED OUR CTL/THOMPSON
REPRESEMATM THAT IHE CI.ASS 3 PIT RUN FIAD BEEN PREVIOUSLY PIACED BEMEEN APPROXIMAIE STAIIONS
22+00 AND 25+00 AT THE START OF IHE JOB FOR EXCAVATTON AND REMOVAT OF ON SITE SOltS. (COMINUED
oN PAGE 2, REPORT 2l)
i j lN OUP ORNION Fll.t COMPACIION MEETS SPECIfICAIIONS AS INDICAIED BY OUR OBSTPVAT|oNS AND IESI NO.(S)
I ] IN OUR OPINIOI.( TttI COMDACIION DOES NOI MEEI SPECIFICATIONS AS INDICAIEO sYOUR OBSERVAIIONS AND IEST NO.(SI
AND SHOUTD 8E REWORKED
scopE ot oSsERvAloN: l FUulME: lXERoDtc.oN cAU, BAsrs: I l)CoNrR croRs oR cuENrs REpRESEt{r l|vt ADV|SED
ASIM D 698
7C OF OPTIMUM
COI TBOYAtlD SIE\EWIH
B & 8 EXCAVANNG
SAI.IDY IHIBAUTI
f[I D RIPRISI NIAI(/I
TP
IESI
NO.rocATroN
OEPIH
FEET
IEST
wPt
I.ABORATORY FIEI.D
SOIL IYPE
MAX
DENSIW
PCt
oMc DRY
DENSITY
PCt
MC coM-
PACTION
t2
SUBGRADE
stanoN I 7+5n o_c NUC l3l 7.O 130.(0_7 99
st\llD, GRAyEr.
SILW. BPOWN
l3
SUBGRADE
STATION lO+50 o_0 NUC l3l (7.O 130_(lo.:99
IAND, GRA\ET
slw BpowN
CIT,IHOMPSOT..INC. 6 N
^'p{r'1, P! o*t&fi'^#rElilffi&*
Compoction
Test Report
CITY MARKET FOOD & PI.IARMACY
P. O. BOX 729
GRAND JUNCTION. COIORADO 81502
95 "/. oF N/prrMUM
MoisTURE wrTHrN IVA
DATI I l/0?96 JoB No
AFPO'II NO 2l
UL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
01938
Sirtf I E)t 2
SUBJ|CT NOMI FROMAGE ROAD IMPROVEMEM
VAIL COMMONS. VAIT, COTORADO
IIIIIJIYIRENCH
SUBGRADE PREPARANON
TEST
NO.rocAlroN
DEPIH
FEET
rESI
IYPE
|ASOEAIORY ftEtD
SOII. TYPE
MAX
DENSITY
PCF
oMc ORY
DENSIW
PCF
MC coM-
PACTION
ASIM D 698
',6 OF OPTIMUM
lHIS RfPORT PRESINTS OPINIONS FORMED AS A RESULT OT OUR OBSERVATION
OT FITL PIACEI"4ENT, ASWETT AS THE TESTS SHOWN AEOVE WE FTAVE RELIED
UPON THE CONTRACTOR TO APPLY THE NECESSARY COMPACTIr'E EFFORIAND
MOISTUAI TO ACHIEVE SPECIFITD COMPACTION DURING TIMTS WHEN OUR
OSSERVER S NOT PRESENI AND AT LOCATIONS OTHER IHAN THOSE TESTED.
TESI DAIA ARE NOT THE SOTE BASIS FOR OPIN ONS ON WHEIHER IHE fILI MEEN
SPTCIFICATIONS
IYPI OF COMPACNON EQUIPMENTAND NO. OF UNITS
SEE PAGE I. REPORT 2I
MOISTURT ADDED BY
IHICKNESS OF tIFi
WPE OI EARTH MO\r'ING EQUIPMENTAND NO OF UNITS
paoGRESSREpoRT (coNnNUED FROM PAGE l, REPORT 2l) PROOF ROLUNG W]IH A TOADED 966 TOADER BEMEEN
STANONS I6+50 AND 2O+OO, IHE OMSDE EDGE AND STARIING AT STANON 'I7+50, FUI.I WDTH, SHOWED SIGNS
OF MOVEMEM UNDER lHE CONSTRUCNON IRAFFIC PROOF ROTL. 1T WAS ST'IGGESIED IO IHE COMRACTOR TO
SUBEXCAVATE TO SUJTAELE MATERIAI- OR TO PIACE FABRIC EEMEEN THE SUEGRADE AI.ID 1TIE CIAS 3 PIT RUN.
DUE TO IHE TIME OF YEAR AI.ID WEATHER TIMTANONS, ITIE FAERIC WITT 8E PIACED TO STAEIttrE IHE SLIGHT
MOVEMEM OBSERYED DURING PROOF ROIIING. GREG W]TTI CITY MARKET WAS INFORMED OF IHE OBSERVATIONS
AND IHE USE OF IHE FAERIC.
I L tN OUp OptNtott F .t- COMPACI|ON MEEIS Sp€CtFTCATTONS AS |ND|CATCD 8Y OUR O8S:RVAITONSAND rESr NO.(SI
I I N OUE OPINION FIII COMNCTION DOES NOI MEET SPICIFICATPNS AS INDICAIED BYOUR OsSERVATIONS AND T€SI NO.(SI
AND SI{OUID BE REWORKED
SCOPE OF OBSERVAIION: i I Fuu IIME; lXERtoDlc. oN CAtt sASIS: -|$oNlRACIoRs oR ctlcNts REPRES€MAIT\|E ADVISED COl rEOY AND SIEVE WII}I
8 & B EXCAVAIING
SANDY I}IIEAUTI
FITLD PIPAT$ NIATI\4
tP
GER
1q- lCu'-*o"PSoN, rNc.
I 1-l I coNsulrrruc GEOTECHNICALI EEI I AND \4ATERTALS ENGTNEERS
r)i\rF , I l/05/96 .ro8 No 0'l 796
r{ i'()t,,] N(. 68 SriF i I }r[
-s ti.rlc'r vAlL coMMoNsvltLAGE
vAlL, col.oRADo
STRUCTURAL FILL
Compoction
Tesf Reporf
cUENI
P.O. BOX 729
GRAND JUNCTION, CO 61502
'| mLorv GnADE
95. % oF NTAXTMUM
MoTSTUREWTTHTN +l-2
IYPE OF COMPACTION EOUIPMENTAND NO OF UNITSI
l) wAcKER
I) DOUBLE DRUMROLIfR
MorsruREADDEDBY iIATURAL
THrcKNEssoF url NOT OBSEFYED
I\PE CT !A,I?TI1 I,4OVING IQUIPIJIEI\JT AND NO Of UNITS
r) BoBcAT
SANDY IHIEAULT
pRoGRESS RrpoRT DURING THIS VISIT THE COMRACTOR WAS PLACING Fltl lN THE TRASH COMPACTOR AND TRUCK
DOCK AREAS, THE FITL WAS IO GRADE. OUR CTL/THOMPSON REPRESEMATTVE WAS PREVIOUSTY INFORMED TI-IAT
THESE AREAS WOULD 8E FIttED WTTI-I I-EAN MX CONCRETE. IT WAS SUGGESTED IO GREG WITH ClN MARKET
TFAT IHE WET BACICILT BE REMOVED PRIOR TO PIACING CONCRETE NORTH OF THE COMPACTOR EEIWEEN GRID
LINES ITO WP2IO 15. THIS FILL BECAME WET FROM MELTING SNOW AND RAIN.
r xN ouR oprNroN Frt.t. coMpAcTroN MEErs spEcrncAlroNs As rNDrcAlED By ouR ogsERvATroNs
^No
rEsr No.rsr I 53, I 54 & I 55
It rN ouR oplNroN Hr.r. coMpAcltoN DoEs Nor MEEI spEcrfrcAlroNs As rNorcArED SYouR oSsERvAIroNsAND rESr NO.lSl
AND SHOULD 8E RIWORXTD
scoPE ot oBsERvArtoNi t l tuu llMEi i De€Rloolc, oN c^r|' BASIS: t lGoNrMCroR's oR cLlENls PEPRESENTATIVE ADVlsEo
TEST
NO.r.ocATtoN
DCPIH
f€El
IEST
WPE
LABORAIORY FIETD
SOIt TYPEDENSIW
oMc DRY
DENSIIY
PCF
MC coM-
PACIION
"/"
l5i
IRASH COMPACTOR APFA
l:DIN HA,IIA no N a 111 A1 lta I 79 OA
CUF/E NO.3
rr.lR N(1 nI70l
15,
TRASH COMPACIOR AREA
i:Dtn u t/t 7 on N (:l3l !nl lt^ f A'g15
cuR/E NO.3
tnn Nat nl 7()r
I -5_5
BELOW SI.AB-ON.GRADE
aDtrt t/Dt R nn N a t-?I !AI l3n a 'r7 oo
CURVE NO. 3
lt1R Nl.) nl TOlt
ASIM D 698
",; oF oPIII,/UM
TH S REPORT PAT$NTS OPINIONS FORMED AS A RESULT OF OUR OBSERVATION
OF FITL PLACTMINI AS WETI AS THE IESTS SHOWN ABOVE WE ITAVE RELIED
UPON TI]E CONIRAC]OR TO APPi.Y TH€ NICESSAI{V COMPACIM EFFORTAND
MOISTURE 1O ACHIEVE SPECIf ED COMPACT]ON DURING TIMES WHEN OUR
OBSERVFA IS NOT PfiESENI AND AT LOCATIONS OTHEA THAN THOSE TESTTD
IFSl DAIA AIIT NOI II.I .SOIE BASIS IOA OP NIONS ON WHETHEA THE FITI MEETS
SPECIF CA;IONS
CTIi THOMPSON, INC.
IELO AEPQ€StNIATM
TP
Ap{novf r) rY DAN
n
U.- Qe'.t^.;.'-s
DOWNING, FIE|D I'LAMGd
Compoction
Iest Report
crrfNT CIIY MARKET FOOD
P. O. BOX 729
GRAND JUNCNON,
r)1T, 11107196 .ro8 N()
.l :()lil l!(, 24
L/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
0't938
sliFET I ot, I
& Pt{,ARfvlACY
coLoRADO 8r502
95 % ot MAXTMUM ASIM D 698
MoTsTURE wrTHrN wA % or oPTTMUM
,,Lrr_r.Jrcr NoRIH FROMAGE ROAD IMPROVEMEM
VAII COMMONS, VAIL, COTORADO
SUBGRADE PREPARATION
IYPE OF COMPACTiON EAUIPMENTAND NO, OF UNIlS:
I) VIBRATORYSMOOTH DRUM ROTLER
r\lorsTURE ADDED BY MTURAT
IHIS REPORT PRTSENTS OPINIONS FORIVEDASA RESUTT OF OUR OBSEIIVATION
OF FILT PTACIMENIAS WELT AS THE TESTS SHCI/VN ABOVI.WE I-{AVE RELIED
UPON THE CONTRACTOR IO APPTY TNE NECESSARY COMPACTIVE EfFORTAND
MOISTURE IO ACHIEVE SPECIFIED COMPACTION DURING TIMESWHEN OUR
OBSERVER IS NOI PRESENI AND AT I.OCATIONS OTHER TIIAN THOSI TESIED.
TEST DATA ARE NOI IHE SOLE &ASIS FOROPINIONSON WHETHER THE FIIL MEETS
SPTCIFICATIONS.
INTCKNISS Ot L,Fl 6:8
n'PE C: EAR]H t 4ovlt'lG teu|PfuEtJTaND NO. Or Ur]r''S
2) BACKHOES I) BLADE 2) I"OADERS
PI?OGR€SSREPORT AT IHE FIRST VISIT, THE COMRACIOR WAS REMOVING FROST AT SUBGRADE ELEVANON BEMEEN
STATIONS 2O+OO AI.ID 2I +OO, AT APPROXMAIEI,Y STATION 2I +OO IS THE AREA THAT THE ROADWAY SECIION WAS
PREVIOUSLY PLACED AT lHE START OF THE JOB. IT WAS SUGGESTED TO THE COMRACTOR TO SUBEXCAVATE THE
wET SUBGRADE SOTLS BETWEEN STATTONS 20+00 Ar.tD 2l +OO, (EMRANCE NO. l) AND IHICKEN WITH CIASS 3 PlT
RUN. THE CONIRACTOR INFORMED OUR CII/IHOMPSON REPRESEMATTT,/G t!!\T IWO UFTS OF ASPHALTWLL BE
IAID TO ACHIEVE THE 5 INCH LIFT.
.] tN OUR OPINION FIttCOMgACIION MEEIS SPECIfICAIIONSAS iNDICAIED 8Y OUA OBSERI/AIIONS AND TESI NO.(S)
iI IN OUR OPINION FII.I- COMPACIION DOES NOT MEET SPECIFICATIONS AS INDICATED 8Y OUR OBSEPVAIIONS AND IESI NO.(S) ....
AND SHOUI.D BE REWORKED
scoPE of oSsERVATtoN: I FU|II|ME; I XptptOOtC.Or.r Clt-r SASTS:
SANDY IHIBAULT
f[rD atPatsfN]alvt
tP
rxcoNrnAcroR's oR cuENrs REPRESENTAIVE ADvls€D SIEVE WIIH
B & B EXCAVANNG
crL/rHoMpsoN.rNc. U* Dr.-r.,,,^,, 6
'.r,rrrc\]r)Bv DAN DOWNING. FIEID MAI{AGER
NO.tocAr|oN
DEPIH
fEET
IEST
wPt
I.ABORATORY FIETD
so[, wPE
MAX
DENSIW
PCt
oMc DRY
DENSIW
PCF
MC coM-
NACTION
"/"
Nr) TFSTS PFPFOPMFD
Compoction
Test Report
ctrFNI CIY [\4ARKET FOOD
P.O. BOX 729
GRAND JUNCTION,
& PMRMACY
co 81502
r)i'\rl I l/07/96 .roB \o
iil r)()r.,r r',rc; 69
TL/THOMPSON. INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
01796
SFE:T I or
sufrrrcr vAlL coMMoNs VILLAGE
vAil., cotoRADo
STRUCTURAL FItt
95 "/"oFMAXTMUM ASIM D 698
fi/O]STURE WIIHIN % OF OPTIMUM
TYPE OF COMPACTION ESUIPMENT AND NO. Of UN TS
r) wAcKER
l) VTBRATORY DOUBTE DRUM ROttER
MOISTUAF ADDFD BV
THtC(NtSS Of . rf -
TYPI OT IARIH ivlov NG EOU PMENiAI.]D IiO. OF UNITS
t) BoBcAr
PROGRESSREPoaT DURING THIS VISIT THE COMRACTOR I{AD STARTED TO COMPACI THE STRUCIURAL FII.L AT GRADE
IN THE LOADING DOCKS. A SECOND VIS]T WAS MADE. THE TOP TIFT OF FILL HAD NOT BEEN COMPACTED. THE
SffE WILL BE VIS]TED FRIDAY, I I/08/96,
I-I IN OUR OPINION FIII. COMNCTION MEETS SPECIFICAIIONS A5INOICAIED BY OUR OBSERVAIIONSAND IESI NO.(S)
I I IN OUR OPINIOIT FII-T COMPACTION DOES NOT MEFI SPCCIFICATIONS A5INDICATEO 8Y OUR OBSERVAIIONSAND IESI NO.ISI
AND SHOUI,-D 8E RSWORXTD
SCOPEOf OSSEPVATION: I I FULI.TIME; iXPERIODIC.ON CArt 8ASIS: TICONIRACTOR'S OR CTI€NT'S REPRTSENIATIVE ADVISED GREG WTH
THIS REPORT PRESTNIS OPINIONS FORMED AS A RESULI OF OUR OBSERVAT1ON
OF Fltt PtACtl\4FNI ASWEtt AS Il.lE TESTS SHCI/VN ABOVE. WE FTAVE RILIED
UPON THE CONTRACTOR IO APPTYTHE NECESSAAY COMPACTM EFFORTAND
MOISTURE IOACHIEVE SPECIf lED COMPACT1ON DURING TIN/ESWHEN OUR
OBSEI?VFR IS NOI PRISENI AND AT LOCATIONS OIHER THAN THOSE TESTT D
TEST DATAART NOi THI SOtE BASIS TOR OPINIONS ON WHEIHTA IHE FIIt MEEiS
sPECrf lcAT ONS
SANDYTHIBAULT
fITIDRIPATSINIAIIVT
tP
n ctIY iTARKET
crrrrHoMPsoN.lNc A* Uer^t,,- ;.*5
^Pnpovit)rr\ DAN DOWNING, FIEID MAI'IAGER
TEST
NO.LOCAIION
DEPTH
rEEI
TEST
TYPE
IASORATORY FIEI.D
SOIITYPEDENSITY
PCF
oMc
%
DRY
DENSIW
PCF
MC coM-
PACIION
"/"
N') TFqT: PFDFaOMFT'!
Compocfion
Test Report
Ct INI CTY MARKET FOOD
P.O. 80X 729
GRAND JUNCTION.
& PF{ARMACY
co 8t502
i)^Tr I l/0&96 roe Nro
rt i:Oat NO 70
:i'-Brtcr vAlt coMMoNs vlLtAGE
vAtt, coloRADo
SIRUCTURAL FILL
L/THOMPSON. INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
o1796
sFtFr I (t
IESI
NO.tocAIroN
DEPIH
fEEI
rEsl
TYPE
IABORAIORY FIEI.D
SOIITYPE
MAX
DENSITY
PCf
oMc
"i"
DRY
DENSIIY
PCF
MC coM-
PACTION
N'.r TEETq DEDE'.\DIMFh
spEcrncAnbNs: 95 % oF MAXTMUM ASTM D 698
MOISTUNE WII.]IN ?O OF OPTIMUM
IYPE OF COI\,4PACTION EQUIPMENTAND NO. OF UNITS
MO STURE ADDED BY
TNIS REPORT PAE$NIS OPINIONS FORMEDASA RESULTOf OUR OBSEI?VATION
OF FIIL PLACEMENIASWELT ASTHE TESTS SHO\44\] ABOVE. WI FIAVT RETIED
UPON IH€ CONTRACTOR TO APPLYTHE NECESSARY COMPACTIVE EfFORTAND
MOISTURE TOACHIM SPECIFIED COMPrcTION DURING IIMESWHEN OUR
OBSERVER IS NOT PRESENT, AND AI TOCAT ONS OIHER THAN IHOSE TESIED
IEST DATA ARE NOI IHE SOLE BASIS FOR OPINIONS ON WHEIHER IHE FIIL IIEETS
SPECIFICATONS.
THICKNESS OF LIfT rNcHts
T}?€ OF EARTH MO!/ING IQUIPMENT AND NO. CT UNIIS:
PROGRESS REPORT DURING THIS VIS]T REINFORCING STEEL }tAD AI.READY BEEN PI.ACED IN THE LOADING DOCK AREA,
NO DENS]TY TESTS WERE PERFORMED, DUE TO REINFORCING STEEL BEING IN PLACE.
1I IN OUR OPINION TIII. COMPACTPN M€ETS SPECIFICAIIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO,ISI
I I IN OUR OPTNION IItI COMPACTION DOES NOI MEEI SPECIFICAITONS AS INDICAIED 8Y OUR OBSERVAIIONS AND TEST NO.ISI
AND SHOUTD BE REWORKED
SCOPE Or OBSERVAIION: i I tuu IIME: I XPERIODIC. ON CAtt EAsls: XCONIRACIOR'S OR CUENTS REPRESENTAINtr ADvlsED GREG WIH
C]TY MARKET
. SANDY IHIBAUTT
TITTD RTPRISINIATM
TP
cn/IHoMPSOr.r. lNC.
AMAO^TD BY DAN
nU.- l)o*'-,'-.,^7
DOWNING. FIELD [4A].|AdtQ
Compoction
Test Report
CIIINI CTY I4ARKET FOOD & PHARMACY
P. O. 80X 729
GRAND JUNCTION. COLORADO 81502
I getoiveuoe
sPEcrFrcATroNs: 95 % oF MAXTMUM
MOISIURE WITHIN
TYPE OF COMPACTION EQUIPMENTAND NO OF UNITS:
I) VIBRATORY SMOOTH DRUM ROLTER
L/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
r'\r I l/08/96 .oe ^'to 01938
t. i {\lf?T f.io 25 sflFEr lor I
N i] IC] NORTH FROMAGE ROAD IMPROVEMEM
VAII COMMONS, VAII., COLORADO
SUBGRADE PREPARATION
MorsluRE ADDED BY l.nruRAL
THIS REPORT PRTSENIS OPINIONS fORMEDASA RESULI Of OUR OBSERVATION
OF FIIL PLACEI\,4ENI AS WELL AS THE TESTS SHOIVN ABOVE WE IIAVE RETIED
UPON IHE CONTRACTOR TO APPTY IHE NECESSARY COMPACT]VE EFFORTAND
MOlSTURE TO ACHITVT SPEC FIED COMPACIION DURING TlMES WHEN OUA
OBSEIIVER IS NOT PAESENI ANDAT LOCATIONS OTHER THAN THOSE TESTED.
IEST DATA ARE NOT THE SOLT EASIS FOR OPINIONS ON WHEIHEA IHE FILL MEETS
SPECIFICAIIONS
THTcKNESs oF LIFT 6-8
]YPE OF EARIH IVIOVING EQU PMENIAND NO OF UNIIS:
2) BACKHOES 2) LOADERS
PROGAESS REPORT DURING THIS VISTT THE COMRACTOR FlqD COMPTETED THE SUBGRADE PREPARANON AND
SUBEXCAVATION BEMEEN STATIONS 2O+OO AND 2I +OO. STEVE WIIH B & B EXCAVATION INFORMED OUR
CTUTHOMPSON REPRESEMAIIVE TFIAT THE SUB-BASE MATER!{I. t{AS BEEN PTACED EEMEEN STATION 2I +OO TO
STATION 29+50 AND WAS PREVIOUSIY TESTED. AGGREGATE EASE COURSE TESTS WILL BE REOUIRED FOR IHE
FULI LENGTH BETWEEN STATIONS IO+50 AND 29+50. THE CONIRACIOR INFORMED OUR CIIJ]HOMPSON
REPRESEMATTVE I}.|AT THEY PLAN ON PAVING SUNDAY, I I/I 0/96.
rXrN ouR oprNroN FrttcoMpAcroN M€Ers spEcrFrcAnoNsAs rNDrcArED gy ouR oBsERvAroNsAND rEsl No.rsl I 9
ft tN oun oprNror,t F[r coMmcrtoN DoEs Not MEET sPEcrf tc^I|oNsAs rNDtcArED 8Y ouR oEsEFrAlloNs AND IEST NO.tsl
AND SHOUTD BE REWORKEO
SCOPE Ot OBSERVAIION: I I FUl,l IIM€: I XPERIODIC. ON CAtl. BASIS: LXCONIMCTOR'S OR CLlENrS REPRESENIAIIVE ADVISED
ASTM D 69E
% of OPI\,4UN/
SAI{DY THIBAULT
fltLDrltmt$NrArvt
TP
NO.tocAI|oN
DEPTH
TEET TYPE
TAEORAIORY Ft€t-D
sottwPE
MAx
D€NSITY
PCF
oMc
7.
DRY
DENSITY
MC
"/a
coM-
PACTION
%
l0 qt tneDAr\F - qTATr.)N tl +?q on Nltc 132 (.|A'116.O 8.5 95
CURYE NO.2
-toR No ol 7a6
CII.'THOMPSON.lNC. t^ nlJa-" Qle*t.-;',+7
,1PT''U\,{DBY DAN DOWNING. FIETD [4ANIT6ER
Compoction
Tesf Report
c.rrNT crY I4ARKET FOOD
P. O. 80X 729
GRAND JUNCTION.
LiTHOMPSON. INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
& PHARMACY
cotoRADo 81502
Di\rr I l/09/96 .loo r'ro 01938
tiipof)I \o 26 sHrET br 'l
SIIB.]ICI NORIH FROMAGE ROAD IMPROVEMEM
vAlt coMMoNs, vAlt, coLoRADO
AGGREGATE BASE COURSE
IESI
NO.tocATtoN
DEPTH
FEIT
TEST
WPE
IABORAIORY FIEI,D
SOITWPE
MAX
DENSITY
PCt
oMc
o/o
DRY
DENSITY
PCF
MC coM-
PACIION
1"
20 0.c NUC 136.(6.5 136.(3.8 100
AGGREGAIE
BASE COURSE
21 ABC - STATION I9+OO 0.0 NUC 136.(6.5 130.(3.7 96
AGGREGAIE
BASE COURSE
I sgrowceADe 2 Esnulo w l otu potm
spEctFtcAltoNs | 95 % oc 11AXrMLy ASIM D 698
VOIS'U?F WITII\
ryPE OF COMPACTION TQUIPMENTAND NO. OF UNITS:
rl VIBRAToRY SMOOTH DRUM ROU-ER
THIS REPORT PRESFNTS OPINIONS fORMEDASA RESUTT OF OUR OBSER/ATION
OF F LL PLACEME NT, AS WETL AS THE TESTS SHOWN ABOVE, WE FIAVE RELIED
UPON THE CONTRACIOR TO APPTY THE NECESSARY COMPrcTVE EFFORTAND
MOISTURE TO ACHIEVE SPECIFIED COMPACTION DURING TIMESWHEN OUR
OBSE$,tR lS NOT PRESENI. ANDAI LOCAIIONS OTHER THAN THOS€ TESTTD
TEST DATA ARE NOT THE SOLE BASIS FOROPINIONSON WHETHER THE FILL N,4EETS
SPECIFICATIONS.
SIEVE WIH
B & B EXCAWING
% OT OPTIMUM
WPE OF EARIN MCA"/ING TQUIPMEN]AND NO, OF UNITS:
r) BT.ADE
pRocaEss REpoRT DURING THIS VISI IHE CONIRACTOR FIAD COMPLETED IHE AGGREGAIE BASE COURSE (ASC) BEMEEN
STATIONSI6+50&20+OOAT.IDBEMEENSIATIONSI4+8OANDI5+80. NOMOISTUREWASADDEDDUEIOOVER
NIGHT FREEZING TEMPURATURES. THE AGGREGATE EASE COURSE WAS FROZEN WHEN PAVED ON. THE COMRACTOR
PAVED SATURDAY, I 1 IO9 19 6 INSTEAD OF SUNDAY, I I /I 0/96.
t xH oun oprr,'oN rrrl coMpAcTroN ME€Ts spEcrFrcAlroNs As rNorcArEo By ouR ossERVAroNsAND rtsT No.(sr 20 & 21
fl IN OUR OPINION IIO COMPACTION DOES NOI MEEI SPTCIFICAIIONS AS INDICATED 8Y OUR O8S€RVAIIONS AT,ID IESI NO.ISI
AND SHOUID BE REWORXTD
scoPE oF oBsERvATloN: i I FUI-I TlMEi )XERPD|C, oN cAtt EAsls; .l)CoNI[AcToR's oR CLIENI'S REPRESINI IlvE ADvlsED
vosluat aDDED BY I'IAIURA!
THrcxNEss oF uFT 6:8 TNcHES
SAT.IDY IHIBAUTT
r,rrO nfPmstlnnn
LP
crl"rHoMPsoN'rNc Oy D"-''' ''^"V
^,,r-?.r.rFey DAl.l DO\I,NING, FIELD MAI.IAGER
Compocfion
Test Report
CIIFNI CITY I\,IARKET FOOD & PFIARMACY
P. O. BOX 729
GRAND JUNCTION, COTORADO 81502
95 % OF MA\IMUM
IIrLTTHOMPSON, lNC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
i)Ar{ I l/l l/96 .,cB Nc 01938
p{ r{)rir flil 27 SH:ET lot I
:iriti.r:( I NoRIH FRoMAGE ROAD IMPROVEMEM
VAII. COMMONS, VAIT, COLORADO
AGGREGATE BASE COURSE
ASTM D 698
% OF OPTIMUM
THIS REPORT PQESENTS OP N1ONS FORMED AS A RESULI OF OUR OBSERVATION
OF Fltt PLACET\4ENI ASWELT AS THE TESTS SHOWN ABOVE. WE |IAVE RELIED
UPON THT CONIRACTOR TO APPTY THE NECESSAf{V COMPACIIVE EFFORI AND
MOISTURE IO ACHIEVE SPECIf ED COMPACTION DURING IIMES WHEN OUR
OBSERVEA S NOI PRESENI AND AT TOCATIONS OTHER THAN THOSE IESIED
TEST DATAARE NOT THE SOLE BASIS FOR OPIN ONS ON WHETHER THE fILL MEEIS
SPFCIF CAT]ONS
\IOTSTLJRI WrIH \
ryPE OF COMPACIION EOUIPMENTAND NO. Of UNIIS
l) vtERAloRY sMooJH DRUM ROLTER
MoisruRE ADDED BY MTURAI-
THlcKNEss oF urT 6-8
TYPE OI EARTH MOVING EQUIPMENIAND NO. OF UN IS
l) BI-ADE 2) LOADERS
pRocREssREpoRr DURING THIS VISIT IHE CONIRACTOR l.|AD EXCAVATED DOWN TO THE SURFACE OF IHE CTASS 3 PJT
RUN PREVIOUSLY PIACED BEMEEN STATIONS 24+OO AND 29+OO, AGGREGATE EASE COURSE IS BEING PI.ACED ON
TOP OT THIS PlT RUN BEMEEN STATIONS 24+OO AND 29+OO. PROOF ROTLING WIITI A LOADED TANDEM BEMEEN
STATION 24+OO AND 29+OO WAS SANSFACTORY. NO FAERIC WAS USED IN THIS AREA. THE CONIRACIOR
REMOVED THE WET BACKFILL MAIERIAI THAI BECAME WET FROM SNOW AND RAIN ABOVE IHE WAIER TINE
INSTAI-IED NORIHEAST OF MANHOTE AI AT ENIRANCE NO. 3.
) lN OUP OP|Nlotl. Fll-l COMmCIION MEEIS SPECITICATIONS AS INDICATED BY OUR OBSERVATIONSAND IESI NO.lSl
I IN OUR OPINION TIU COMEACIION DOES NOI MEET SPTCITICAT|oNS AS INDICAIED 8Y OUR OBSERVATIONS AND IESI NO.(S)
AND SHOUI,D BE REWORrcO
scoPE oT oEsERvAIIoN: I I FUI.I. IIME; . XPERIoDIC, oN CAIT 8A5Is: I)(CONIMCIOR'S OR CIIENT.S REPRfSENIAIIVE ADVISED STEVE W]TH
SANDY THIBAULT
FIEI.D RIPRtSfNTAINI
TP
TEST
NO.tocAltoN
DEPTH
FEEI
IEST
TYPE
IAEORATORY FIEI.D
sorr wPE
MAX
DENSITY
oMc./.DRY
DENSIIYrct
MC coM,
PACTION
7"
Nr) TFSTS PFDFr)PMFN
cL.,THoMPsoN,lNc U.t D^':1Y';AVATTNG
Compoction
Iest Report
ctrtNl CIY IVIARKET FOOD & PHARIVIACY
P. O. BOX 729
GRAND JUNCTION, COIORADO 81 502
95 %oFMAxTMUM ASIM D 698
MOISTURE WITHIN .. % OF OPIIMUI\,4
TYPE OF COI\,4PACTION EQUIPMENTAND NO. OF UNITSI
-1) VIBRAIORY SMOOTH DRUM ROI"TER
I ) BACKHOE WITH SHEEPSFOOT WHEEI. ATJACHED
MorsruRf ADDID BY MTURAL
L/THOMPSON. INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
r)^rr I l/l ?96 .]oB r.ro 01938
irt ljotil tJO 28 s|rirr Fr I
.u8.Jtcr NOR1H FROMAGE ROAD IMPRoVEMEM
VAIT COMMONS, VAIL, COIORADO
AGGREGATE BASE COURSE
& MLIY IRENCH EACKFIIL
THIS REPORT PRTSEN]S OPINIONS FORMED ASA RESUTT OF OUR OBSERVATION
Of F LL PLACEMENIAS WELL AS THE TESTS SHOWN ABOVT. WE HAVE RELIED
UPON THE CONTRACTOR TO APPTY THE NECESSARY COMPACTIVE EFFORTAND
IMOISTUAE IO ACHIEVE SPECIFIED COMPACTION DURING TIMESWHEN OUR
OBSEAVEA IS NOT PRESENI AND AT TOCATIONS OTHER THAN THOSE TESTED.
TES1 DATA ARE NOT IHE SOLE BASIS FOR OP]N ONS ON WHEIHER IHE F tt MEEIS
SPECIFICATIONS
TNrcKNEss or rrFT 6.8
TVPE OF EARTH MOVING EQUIPMENT AND NO, Of UNIN
r) BT.ADE 2) LOADERS a EACKHOES
moGRTssREPoRT DURING IHIS VIS]T IHE COMRACTOR WAS PI,ACING AGGREGATE BASE COURSE ON IOP OF THE
PREVIOUSLY PIACED CIASS 3 PlT RUN BEMEEN STATION 24+OO AND 3O+OO. IHE COMRACTOR STARTED IO
EXCAVATE FOR IHE WATER IINE AT TFIE 45 DEGREE BEND AT STATION 2I +50. NO BACKFITT WAS PIACED AT
IHIS TIME, THE SIIE WAS REVIS]TED TATER IN THE DAY, NO BACKFILL PIACED AT THE SECOND VISIT,
N IN OUR OPIN|oN TI[[ COMPACIION MEEIS SPECIFICATIONS AS INDICATEO 8Y OUR OESERVAIIONS AND IEST NO.(S)
I I IN OUR OPINION TII-I. COMPACTION DOES NOI MEEI SPECIFICAIIONS AS INDICAIED 8Y OUR OESEFr'AIIONSAND IESI NO.(S}
AND SHOUI.D BE REWORKED
scoPE or oBsERVAIloNr I tutt IlM€; i lXERloDtc, oN cAtt EAsls: I l)CoNIRACToR's oR cLlENrS REPRES€NTAIM Aovls€D SIEVE WffH
B & B EXCAVATING
SANDY IHIBAUTT
fIILD RTPIITSINIAIIVE
LP
TEST
NO.tocATtoN
DEPTH
TEET
Itsl
WP€
IAEORAIORY FIEI,D
sott wPE
MAX
DENSIW
oMc DRY
DENSIW
MC
"/"
coM-
PACTION
1"
Nf1 TFqTC DFDF.ID]I.'F T'I
Compoction
Test Report
cr'tNI clIY MARKET FOOD
P. O. BOX 729
GRAND JUNCTION.
UL/THOMPSON. INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
& PITARMACY
coLoRADO 81502
rr\r1 I l/13/96 ro8 r.,ro 01938
f.I POAT NL]29 slll ll Dt I
1,IJ|J.IC' NORTH FROMAGE ROAD IMPROVEMEM
vAlL coMMoNs, vAl!, col-oRADo
AGGREGATE MSE COURSE
& UlL]rYTRENCH BACKFIIL
IESI
NO.LOCAI|ON
DEPIH
fEET
IESI
TYPE
TABORATORY FIETD
SOILTYPE
MAX
DENSITY
PCF
oMc ORY
D€NSITY
rcF
MC coM,
PACTION
22
WATER LINE
STAT|ON '1+sfl 2.[NUC 132.(a.2 126,1 lo.95
CURVE NO.2
toR No nl70
23
STORM SEWER . I20 FEET
NOpTt{FASr .)F tNt FT SD- t O 5.C NUC 132.4.2 132.1 8.6 lo0
CURVE NO.2
loR N.) o1701
I utow oplot
TYPE OF COMPACTION EQUIPMENTAND NO OF UNIIS:
I ) MCKHOE WITH SHEEPSFOOJ WHEEL ATTACHED
I) VIBRATORY SMOOTH DRUM RO1LER
MorsrLRr ADDID 8v MTURAL
rsrcxNts or urr ...12:18
SANDY THIBAUTT
F ILD NEPATffNIATM
tP
IHIS AEPORT PRTSENTS OPINIONS FORMEDAS A RESUTT OT OUR OESERVATION
oF FtLt PLAC€MENIASWELT AS THE TESTS SHC^TN A8C'\,€. Wt t-lAvt RE|ED
UPON THE CONTRACTOR TO APPLY IHE NECTSSARY COMPACTIVE EFFORT AND
MOISIURE IOACHIEVE SPECIFIED COMPACTION DUR NG TIMESWHEN OUR
OBSER\IR IS NOT PRESINT, AND AI LOCATIONS OTHER THAN THOSE TESTED
TEST DATA ARE NOT THE SOIE BAS S FOR OPINIONSON WHETHER TNE FIIL MEETS
SP€CIFICATIONS.
95 "/" oF MAXTMUM
MorsTUaE wTHrN lVA
ASTM D 698
",," OF OPTIMUM
INCHES
I/PE OT EARTH MCA/ING EOUIPMTNIAND NO OF UNITS:
I) BLADE zJIOADERS 4 8AEXHOES
PRoGREss REPoRI DURING THIS VIS]T THE COMRACIOR WAS BACKFITLING THE WATER LINE AT STATION 2I +50 AI.ID
THE STORM SEWER NORTHEAST OF INLET SD.I O. AGGREGATE BASE COURSE COMINUED IO BE PROCESSED BETWEEN
STAT|ONS 24+00 AND 30+00.
t xN ouR oprNroN F .r. coMpAcnoN MEETS spEcrFrcAlroNs As rNDrcArED ByouR oBs€evAlroNs AND rEsr No.(s) 22 & 23
I I IN OUR OPINION FIU COMPACIION DOES NOI MEEI SPTCIFICAITONS AS TNDICAITO BYOUR OBSERVATIONSAND rcST NO.ISI
AND SHOUTD BE REWORKTD
scopE of oEsERvATtoN: I I rutr IrMr; ixenroorc, oN clu B srs: I)GoMRACIOR'S OR CltENr's REPRISENTAIIVE ADVISED STEVE AT.ID COWBOYWMI
B & B EXCAVAIING
cTt/THoMPsoNlNc A* L/o.u,- ;.-X
^'rI?(rJ,DBr DAN DOWNING. FIE1D MAi,lAgCR
Compoction
liest Report
crIFNT: ClIy ]I/4ARKEI FOOD
P. O. BOX 729
GRAND JUNCTION.
LiTHOMPSON, INC,
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
& PI{ARI/IACY
cotoRADo 81502
D/.rf 'l l/14/96 "oB NO 0 t938
AE'OAT NC 30 sHrrT llr I
sr.Brtcr NoRTH FRoMAGE ROAD IMPROVEMEM
VAIL COMMOM, VAII, COLORADO
AGGREGAIE BASE COURSE
IESI
NO.LOCAIION
DEPTH I 15l
TYPE
I.ASORATORY FIEI,D
SOII. TYPE
MA,Y
DENSITY
PCF
oMc
o/"
DRY
DENSITY
PCF
MC
7"
coM,
PACTION
"/"
2A aRc - sIATtoN 2d+50 o.o NUC 135.t 6_5 134.(4.9 99
I AGGREGATE
RASF (:c)ltpsF
25 . STATION 27 +ii o.o NUC 136.t 6.5 r39.(a.a loo ' AGGREGATE
L TTASF COUPSF
26 ARli - SIAT|r)N ro{-nn oo Nllc 136 r 65 r 38.(5,2 loo ' AGGREGAIE
r- RASF COUPSF
I rttoweuoe 2 esflMNeo sv t ot{t powt t es* or AsIM D ls57 REoutREo
sp€cracAroNs: 95 . % oF MAXTMUM ASTM D 698
MorsruRE wrTHrN 1.l:.2 ?" oF oPTTMUM
IVPT OF COMPACTION EQUIPMENTAND NO. OF UNI]S.
I)VTBRATORY SMOOTH DRUM R9LTER
I ) BACKHOE WIITI SHEEP5FOOT WHEET ATTACHED
MorsrJRr-ADDEDBY MTURAI
THIS REPORT PRESENTS OPINIONS FORMED AS A RESUI-I OF OUR OBSERVATION
OF f ITt PLACEMENT, ASWELL AS THE TESTS SHOWNABOVE.W€ I-IAVE REIIED
UPON THE COMRrcTOR TO APPTY THE N€CESSA[{/ COMPTIIVE EFTORIAND
MOISTURE IOACH EVI SPECIFIED COMPACTION DURING TIMES WHEN OUR
OBSEIiVER IS NOT PRESENIAND AT LOCATIONS OTHER TI-IAN THOSE TESTED.
IEST DATA ARE NOT TI-IE SOLE BASIS FOR OPINIONS ON WHETHER THE FItT METTS
SPECIF CAT]ONS.
rFro(\{-ssorLIFT 6-8/ l2:19
TYPI OF EqRTH MOVING EQU]PMENIAND NO, OT UNITS
1) BIADE 2}IOADERS,2) BACIfiOES
SANDY THIEAUIT
TItD ATPaISTNIATM
tP
. TNCHIS
pnocftssaEpoal DURING THIS USf IHE CONIRACTOR l-!qD COMPTETED THE AGGREGAIE BASE COURSE BEMEEN
STATION 24+OO AND 3I +OO. THE CONIRACTOR |-|AD PIACED APPROXIMATETY DOUBTE IHE SECNON OF CTASS 3
P]T RUN IN THE AREA OF EMRANCE NO. I. PUMPING WAS OBSEM/ED IN THE AREA OF STATION 2I +40. CIASS
3 PlT RUN PLACEMEM COMINUED. DUE IO DETERIORANNG WEATHER CONDIflONS, PAVING SCHEDUI.E IS
CMNGING DAILY.
o(N ouR opfNtolt Fr.t co'q croN MEErs spEcrf rcArroNs As TNDTcATED By ouR o8s€RvAroNsAND rEsI No.ts) 24,2s g 26
fl tN ouR optNtoN flrr coMmc oN Do[s Nor MEET sPEcrFrcATroNs As TNDTCAIED 8Y OUR O8S€RVAITONS ANO IESI NO.(SI . .
AND SHOUTD BE REUIORIGD
scoPE OF OBSERVATION: L l FUu TIME; I IXERIODIC, ON CAtt BAsls; Q$ONIRACIOR'S OR CUENTS REPRES€NTAIVE ADVISED SIEVE & CHIP WTH
n B&BEXCAVATING
crr/THoMpsoN.rNc A-- U*.-,,--5
^,,r(ro!{DBi DAN DOWNING, FIEID iiUMEER
Compoction
Test Report
CUENT CIIY MARKFT FOOD & PI.{ARMACY
P. O. BOX 729
GRAND JUNCTION. COTORADO 81 502
I rs.ow enlot 2 esnutro w t ote potm
95 %oFMAXTMUM ASTM D 698
MOISTURE WTHIN ",," Of OPTIMUM
IYPE OF COMPrcTION IQUIPMENTAND NO. OF UNITS
l) VIBRAT,ORY SIvIOOTH DRUM ROl.LER
I ) BACICIOE WTH SHEEPSFOOT WHEEL ATIACHED
Morsru?t ADDID BY MTURAI
THlcKNEss oF LIFT 6--8 I 12-lE NCHrs
WPE OI EARTH MC}/ING ESUIPMENTAND NO. OT I'NIIS
1) Br DE 't) BACKHOE
SANDY THIBAULI
I ILD ATPRTSTNIAINf
IP
FurrnouPsoN, lNc.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
r)ATi I l/15/96 .os .'ro
.?Froar No 3l
01938
sr+fl PF I
;I]BJECI NOR1H FROMAGE ROAD IMPROVEMEM
VAII COMMONS, VAIL, COLORADO
AGGREGATE EASE COURSE
& IJTIIITY TRENCH BACKFII-L
THIS REPORT PRTSENTS OPINIONS FORMEDASA RESUTT OF OUR OBSERVATION
Ot F Lt PIACTMENI AS WEtt AS THE TESTS S|IOWN ABOVT WE l-liAVE RELIED
UPON THE CONTRACTOR TO APPIY THE NECESSAAY COMPTTIVI EFFORTAND
MO STURE TO ACHIEVT SPTCIFIED COMPACTION DURING I]MESWHEN OUR
OBSERV€R IS NOI PRESTNT, ANDAI TOCATIONSOIHER TI]AN THOSE IESIED
TESI DATA ARE NOI ]i1E SOLT BASIS FOR OPINIONS ON WHETHER IHE FItL MEE]S
sPECrf rcAlloNS
pRoGREss a€poaT DURING THIS Vlslt IHE CONIRACTOR COMINUED TO IMPORT C|ASS 3 Plt RUN AND PTACE lt AT
EMRANCE NO. I. THE COMRACTOR WAS EXCAVANNG IO CONNECT THE SANIIARY SEWER TO lHE EXISIING
IVIANHOLE SOUTH OF EMRANCE NO. 2. EIGF{TY PERCEM OF IHIS SECTION IS IN A ISNDSCAPE AREA. FAERIC
FIAS BEEN PLACED APPROXIMAIEI.Y FROM STATION 14+80 IO STAIION 22+50. P]T RUN WITT BE USED TO
BACKFITT THE EXISTING MANHOTE SOUTI-I OF EMRANCE NO. 2 WHEN THE MANHOLE IS RAISED.
Il(N ouRoprNroN nu coMRAcnoN MEErs spEcrncAloNs As lNDrcArED By ouR oBsERvAnoNs AND rEsr No.rsl 27
1 I IN OUR OPINION fII.t COMPACIION DOES NOT MEET SPECIFICATIONS AS INDICAIED 8Y OUR OBSERVAIIONS AND T€SI NO.ISI
ANO SHOUID 8E R€WORIGD
scopE Or OBSERVATTON: L ruu ME; |NERTODTC. oN cAu. MsrS: INONIMCIOR'SOR ctlENlS REPRESENI IIVE ADVIS€D CHIP Wftl
^ n B&EEXCAVATING
crr,THoMpsoN,lNc lJq* Qc.+.rr.- i.-7()
^ppao./ro8y DAN DolvNlNG, FIELD MANAGER
TESI
NO.tocAloN
DEPTH
fEEI
IEST
TYPE
LABOiATORY FIETD
so - TYPI
MAX
DENSIW
PCr
oMc DRY
DENSIW
MC coM-
PACTION./"
27 on Nlte 130 !85 12E.(6.96
clA.ss 3
ptT pltN
Compoction
Test Report
ClW MARKEI FOOD & PFIARMACY
P. O. BOX 729
GRAND JUNCTION, COTORADO 81502
ASTM D 698
% OF OPTIMUM
oATf I I/19/96 roB No 01938
atPoRl f'to 32 sHttl l)t I
SUBJICT NORTH FROMAGE ROAD IMPROVEMEM
VAIL COMMONS, VAIL, COIORADO
AGGREGAIE MSE COURSE
& W|LITY TRENCH EACKFITL
THLS AEPORT PRESENIS OPINIONS FORMEDASA RESUTI OF OUR OBSERVATION
OF tltt PLACEMENL AS WELL AS THE TESTS sHO/VN ABOVE WE l-1A!t RELIED
UPON I}1E CONTRACIOR TO APPTY THE NECESSARV COMPACTM EFFORTAND
MOISruRE TO rcHIEVE SPECIFIED COMPrcNON DURING TIMESWHEN OUR
OBSERltR IS NOT PRESTNI AND AI TOCATIONS OIHER INAN THOSE IESIED.
TESI DATA ARE NOTTHE SOTE 8A5IS FOR OPINIONS ONWHEIHERTHE TITt MEEIS
sPEClf tcATloNs.
L/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
TEST
NO.LOCAflON
DEPIH
FEET
TEST
TYP€
I.ASORAIORY TIEID
sott IYPE
MAX
D€NSIW
PCf
oMc
70
DRY
DENSIIYrct
MC coM-
{cTto
N.) TFSTS PFDFr)PMFI)
sPEcrncAroNs: 95 .. % oF MAXTMUM
MoTsTURE wrTHrN wA
IYPE OF COMPACIION EAUIPMENTAND NO. OF UNITS:
_r)VTBRATORY SMOorlt DRUM ROttER
MorsTUaE ADDED BY I'IAIURAL
rxrcxrrssor lrrr . .6:E.. NCHEs
TWE OF FJQTH MCV]I]G EQUIPMTNTAND NO OF I.JNITS
I) BIADE D T9ADIR
PRoGRESSaEPoRI DURING THF USI THE COMRACTOR WAS COMPENNG THE AGGREGATE BASE COURSE PTACEMEM
EETWEEN STATION 24+OO AND 22+OO. THE COMRACTOR WAS PTACING THE WEI FII.L IVIATERIA,I PRIOR TO
PI.ACING IMPORT FITL MAIERIAI.. SEVERAL AREAS FAD TO BE SUBEXCAVATED AND REPIACED W]IH CI.ASS 3 PlT
RUN. THE MATERIAI. REMOVED WAS SATURATED. AREAS INCLUDE, BIII NOT LIM]IED TO STATIONS 22+50, 23+OO
AND 23+50. THE CONIRACTOR COMINUEDTO PI.ACE AGGREGATE BASE COURSE AT EMRANCE NO, I REMOVING
SURFACE WATER AS THEY PLACED THE BASE COURSE ON TOP OF IHE EXISTING BASE COURSE OF THE OtD PARKING
toT.
D
u
tN ouR oPrNroN FLr coMPAcfloN MECTS SPECTI TCAITONSAS TNDTCATED 8Y OUR OBSIIVAI|ONS A]tD IESI NO.(SI
IN OUR OPINION FII.I. COMPACIION DOES NOI MTET SPECIFICAIIONS AS INDICAIED BY OUR OESISr'ANONS AND TEST NO.ISI
AND SHOUI.D BE REWORKED
i ] FUlrIIME; IIXIRIODIC,ON CAI! M5IS; I IGONTRACIOR'S OR CUENTS REPRESENIAIIVE ADVISEO RANDYWH
B & B EXCAVATING
, qANDY THLBAUU
TITTD RTPAI$NTAIM
TP
cTt'IHoMPSoN'rNC U* D"-"- ""-2APp?crytD8Y Oltl OOWtttruG, FIELD frlmlEgn
Compoction
Test Report
CLIENI CIY IVIARKFT FOOD & PH/qRT\,IACY
P. O. 80X 729
GRAND JUNCNON. COIORADO 81502
I getow ouot 2 esnunro w e oxt poNr 3 ccx or Asntr D I s57 n€auno
r)^r I 1120196 ro8 No
li':Pof?l \C 33
LiTHOMPSON, INC.
CONSULIING GEOTECHNICAL
ANO MATERIALS ENGINEERS
01938
sr-rErl pf I
rnrBJF( r NORIH FROMAGE ROAD IMPROVEMEM
VAII. COMMONS. VAI[, COLORADO
AGGREGATE BASE COURSE
95 o/" oF N4AXIMUM
Mo sTURE wlr-rN l.VA
ryPT Of COI\,4PACTION EOUiPMENTAND NO. OF UNIIS
I) VIBRATORY SMOOTH DRUM ROLLER
MoTsTUREADDEDBY ttATURAt
TH cKNEss oF UFT 6-8
IYPE OF EAAft MO\"/ING €SUIPMENTAND NO OF UNITS
r) 8|.ADE 2) TOADERS
SA}.IDY IHIEAULT
fIILD R!PftStNl TM
LP
THIS REPOAT PRTSiNJS OPINIONS FONMEDASA RiSUITOF OUR OBSEAVATION
OF FItt PIACEMENIAS WELL AS THE TESTS SI1OWN ABOVE. WE HAVE RETIED
UPON THE CONTRACTOA IO APPLY THE NECESSARY COMPACTIVE EFFORIAND
MO]STURE IO ACHIEVE SP€CIFIED COMPACIION DURING TIMIS WHEN OUR
OESTRVER IS NOT PAE$NIANDAT TOCAIIONS OTHER THAN THOST TESTED
TESI DATA ARE NOT IHE SOLE BASIS FOA OPINIONS ON WHETHER THE FILL MEE'TS
SPECIFICAIIONS.
ASTM D 698
'/. OF OPTIMUM
PROGAESSAEPORT DURING IHIS VIS]T IHE COMRACTOR WAS COMPACTING THE AGGREGATE ROAD BASE IN THE AREA OF
EMRANCE NO. I, ASPFIAIT PAVING STARTED IN THIS AREA TODAY.
XN ouR oprNroN FnrcoMpAcTroN MEErs spEcrncAnoNs As rNDrcArED By ouR oBs€RVATroNs AND rEsr No.(sl 28 & 29
I IN OUR OPINION FII-ICOMNCTON DOES NOI ME€T SPECIfICAIIONS AS INDICAIED BY OUR OSSERIATIONS AND TESI NO.ISI
AND SHOUTD Bt REWORKED
ScoPE OF OBsEw TloN: I tul-t TIM€; i l[tRlODlC. ON cALt sASlS; ])€ONIRACIOR'S OR CutNrS REPRES€NIATM ADVISED SIEVE WIIH
B A B EXCAVATING
IEST
NO.tocATtoN
DEPTH
FEET TYPE
I.ASORAIORY fIEID
SOII. TYP€
MAX
DENSIW
PCF
oMc
"t"
DRY
DENSIWrct
MC coM-
PACT|oN
"/"
'A
AQl^ - qratla'rN tt rl4 nn N a l3n !R5 13A a LA lnn
3 CLASS 3
! PIT Ol lN
to AA1. eTAtl.1N trtqn nn N a '| aA (A5 'tal AO O.{
AGGREGATE
aaqE a6t tDsF
c'tr'HoMPsor'{lNc
o1-' [o-,'- "'-s':.'{" ' r'|h DAN DowNtNG, FIELD ]\4AMSER
Compoction
Test Report
CITY MARKET FOOD
P. O. BOX 729
GRAND JUNCTION,
& PMRMACY
cotoRADo 81502
ASTM D 698
"/" OF OFTIMUM
INCHES
tliE I I /! l/!! .roa ro
REPOAT \O 34
L/THOMPSON. INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
o1938
sHErr pt I
SUBJECT NORT}I FROMAGE ROAD IMPROVEMEM
VAIL COMMONS, VAIL, COI.ORADO
AGGREGATE BASE COURSE
TEST
NO.tocATroN
DCPTH
FEEI
TEST
TYPT
I"ABORATORY FIEI.D
so[. IYPE
MAX
DENSITY
PCf
oMc DRY
DENSITYrct
MC
7"
coM-
\cTlo
PRoGRESS REPoaT DURING IHIS VISIf THE COMRACTOR WAS REGRADING IHE COMPTETED AGGREGATE EASE COURSE
PIACED EETWEEN STATION 24+OO AND 3O+OO. THE COMRACTOR PI.ANS ON PAVING FRIDAY, 11122196.
95 % OF MPJIMUM
MOISTURE WITHIN
ryPE OF COIiIPACTION ESUIPMENTAND NO OF UN TS
MorsruR! ADDrD BY MTURAT
THICKNESS CF tIFT
TYPE OF EARIH MC\4NG EQUIPI..4ENT AND NO OF UNITS
ll ELADE
SAI.IDY THIBAULT
t|ftD ftPAISENTAIM
LP
IHIS REPORT PRESENIS OPtNiONS FORMED ASA RESUI-T OF OUR OBSERVATION
OT FItT PLAC€MENIAS WELI AS IHE TTS]S SHOVVN ABOVT. WE ITAVE RETIED
UPON IHE CO\TRACIOR IOAPPTY TNE NECESSARY COMPACTIVE EFfORTAND
MOlSTURE TOACHIEVE SPICIFIED COMPrcNION DUAING IIM€S WHEN OUR
OBSERVER IS NOT PRESENI AND AI TOCAI ONS OIHEN THAN THOSE TESTED.
TEST DATAARE NOT THE SOLE BASIS FOR OPINIONS ON WHEIHER THE FItL ,":5IS
SPECIF]CATIONS
CHIPWIH
B & B EXCAVATING
I I IN OUR OPINION FII.I, COMMCTION MEEIS SPECIFICATIONS AS INDICAIED BY OUR OESEPVAIIONS ANO IESI NO.(SI
I I tN OUR OplNtON f[-t COMPACTTON DOES NOr MEET SPTC|FTCAI|ONS A5 tNDrCAttO BY OUR OSSTRVATTONS AND rESI NO.(SI
AND SHOULD BE REWORKED
SCOPf or O0sr[nr'AnoN: I FUII TIME] iXERIODIC. oN CALL sASlS: i N:ONTRACTOR'S OR CtlENrS RCPRESENTffVE ADMSED
cr'ftioMPsoN lNc
A* [o-'*,..-7
'1t:r'oi:Da\ DAN DowNlNG, FIELD lr/uMEER
Compoction
Test Report
CITY IVIARKET FOOD & PI.IARI4ACY
P. O, BOX 729
GRAT..ID JUNCIION. COLORADO 8 I 502
PRoGaEssREPoaT DURING THIS VISIT IHE COMRACIOR WAS FINE GRADING AND APPLYING COMPACTM EFFORI TO
THE PRMOUSLY TESTED AGGREGATE BASE COURSE ATIEAD OF THE PAVING OPERATION. GREG WIIH C]TY I,IARKEI
W'"S INFORMED I}IAT THE OUTSIDE 3 TO 5 FEET OF IHE COMPLETED AGGREGATE BASE COURSE EEMEEN STATION
23+OO AI.ID 3O+OO WAS SATURAIED DUE TO RAIN AND MELTED SNOW. PAVING OPERATION COMINUED. NO
SUBEXCAVATION WAS DONE IN ORDER TO NOT HOI.D UP IHE PAVING OPERATION-
I ) IN OUR OPINION fIII COMPACTION MEETS SPECIFICAIIONS AS INDICATEO 8Y OUR OESERVATIONS ANO IESI NO.IS}
il tN ouR optNtoN flu. coMpAcltoN Dots Nor MEFr sPEcrftcAlroNs AS rNDtcATEo BY ouR o8s€RvAloNs AND TEsr NO.lSl
A'.ID STiOULD 8E REWORXED
SCOPE Of OBSEPVAIION: . I fUtL TIME; : IXEPIODIC. ON CALl.8A5lS: i : CONIRACTOR'S OR CUENTS REPRCSENIAITVE ADVISED
LlTHOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
LrAr{ I l/2296 ro0 No 01938
aEPO']1 NO 35 SrrErr pF I
5J6.].CI NORTH FROMAGE ROAD IMPROVEMEM
VAII COMMONS, VAIT, COLORADO
AGGREGATE EASE COURSE
SPECITICAIIONS: . 95 . % OF MAX MUN4
\40ts-uQt wrT'{\
IYPE OF COMPACTION EOUIPMENTAND NO OF UNITS
I) VIBRATORY SMOOIH DRUM ROIIER
MOISIURE ADDED BY I.IATURAI-
THrcKNEss oF lFr O-2
TYPE OF EARTH MOVNG EOUIPMENIAND NO OF UN TS
r)BLADE 2) TOADERS
SAI.IDY THBAUTT
FIIIO AEPA{SINTAIM
tP
ASTM D 698
",,. OF OPTIMUM
IH S REPORT PRESENTS OPINIONS FORMED AS A AESULT OF OUR OBSERVAIION
OF f ILL PLACEMENI, ASWETL AS IHT IESTS SHO\A./N ABO/E. WE I-IAVE REI ED
UPON THE CONTAACTOR TO APPLY THE NECESSAIIY COMPACTIVE €FTOATAND
MOISTURE IO ACHIEVE SPECIFIED COMPACTION DURING TIMES WHEN OUR
OESEAVER IS NOT PRESTNT, AND AT LOCATIONS OIHER TFIAN THOSE TESTED,
IEST DATA ARE NOTTHE SOTE BASIS FOR OPIN ONS ON WHETHER THE FILT MFFIS
SPECIIICATIONS.
crl.,THoMpSoN,lNC
A-_ /)o-r*,,--5
^r'r'rrxr)rv DAN DowNlNG. FIELD lrrAl.lAGER