HomeMy WebLinkAboutVAIL COMMONS CITY MARKET CONCRETE TESTING LEGALq[^Uc"-,r:ttrl
FIELD REPORT
DRTLLED prER,*"il.*r,o*
cLlENr; ctw MARKET FooD & pHARMAcy
P. O. BOx 729
GRAND JUNCTION, CO 81502{729
CTL/THOMPSON, INC.
cgNsuLT tNG GLO f EcHNIcALAND MATERIALS ENGINEERS
DArE: 05/23/96 JoB NUMBER : olgS.=.--.-
FEPoRT NUMBEF: 1 SHEET 1 OF __2_
PRGIECT: VAIL COMMONS V|LLAGE
VAIL,
GENEML CONTMCTOR:
NUMBERANDTypE oF B|GS: 1) CRANE W/DRILL
DRILLING
CONTRACTOR
PROGRESS REPORT
cAlssoN DRILLING STARTED TODAY ON THE E)ffEFtO_R !VA[rAT GR|D L|NE H.5/15 L|NE. CONTRACTOR HADTo swlrcH To A coRE BARREL To DilLLbrv#ftDENED. prER i.i7rs wnb DRTLLED wrrH 2 FEET oFPENErRArloN. srBUcruRAL qrverr,rtin wniin-r-onMeo av &E;'r^itiH;ii"
"or*r, oF rHE AMouNr oFPENETRATIoN oBTAINED FoR rHls Pl-C.';ii s:irig...............9pnnr Er.rarr.rien rr.ri6nueo 6REG THAT 2 FEET oFPENETRATI.N wAs sArlsFAcroRt' nr'r issuGi.ELEVAT,.N o; ;ilwft i,seo roony. Top oF coNcRErE FPIER H's/l5 wAs APPRoxlMArer-v e rNil{EJ eii5w enaoe. enee , iii 6riv turnnxer REpREsENrArrvE
:httJ5frlr?slff#f $l+pr1'^?Hr'."#';6i& orcnrssofeG;;rioi'r wArER rr,rixiioriijM oFrHE
Un
n
Trj\r i0h/I|tll t)iV iii il
CONCRETE TESTING
cn I orHER:
NUMBER OFTESTS; 1
RANGE OF FIELD sLUMp: 6-8
-----
E
n
coNcBErEsuppLtER: FOARING FORK REDI MIX
REINFORCEMENT
TIE AND PI.ACEM ET.IT BY:
GENERAL
coNTRACroR
SUBCONTRACTOR
WEATHER
Plglur_aLoupY_--
FULL NME OBSEBI/ATION
ON.CALL OBSEH'YATION
LP
BE|.?EB 3'E*, *"rt-o'o*
PRqlEcr: vArt coMMoNs vil.tAGEDATEOF JO8oRlLtlNG: ---€slagl96- iuueen: otaga
CTL/THOMPSON, INC.
CONSULTING GEOTECHNTCAL
AND MATERIALS ENGINEERS
REPORTNUIiIBER: I SHEET A OF ___e_
PIER NUIIBER H.5/15
DATE OF CONCRETE
nEltl,toA
PIER DIAUETER
aA n.
zo
F
slJ||l
GROUND
SI,RFACE Inn n
TOP OF PIER
onn
EOTTOr| OF PIEF
F.An
PI.ANNEO ELEVATION
OF SEOROCK
ACTUAL ELEVATION
OF BEDROCK
AAN
OEPTH OF
OVERBUROEI{I' N'ao
tF
z
4
REOUIRED
5n'
ACTUAL
9n'
TOTAL DEPTH
DRILTED lA n'
DEPTH TO TOP OF
CONCRETE - 2'),
I
o2
5
P|.AI{NEO
NONE
ACTUAL
1r n'
REOUIR€D IIINIXUII
|lNOn{TONE
F2uj
=ulIoll.z
||JE
NUIIBER AI{D
stzE I #8'S
EAR LENGTH
22.n'
TIES 3 #4 @IOP
#a's 6) ,i'
PLUTiENESS
crK
SHEAR RINGS {ONE
|r|
|rtEoz
8
THEORETICAL
^.oACTUAL
5_3
WATER
4'
SUPPORTING
STRATUU ]EDROCK
iANDSTONF
sroEs
ROUGHEI.IED vFs
REPRESENTATryE: ^SANDV TI{IRAIII T IFFF NPAIIN REVIEWED BY: t6l{N MFaHt tNl:, p F,
FIELD REPORT
DRILLED
''=* '*"I,,.O*
cLIENT:Cfry MARKET FOOD & PHARMACY
P. O. BOX 729
GRAND JUNCTION, CO 81502-0729
CTLiTHOMPSON, INc;.
CONSULTING GEOTFCHNICAL
AND MATERIALS ENGINEERS
nlA1,DATE: 05/24196 JoBNUMBER:
HEPORTNUMEEF: 2 SHEET
PRoJECT: VAIL COMMONS VlttAGE
VAIL. COTORADO
l_oF 2
GENEML CONTRACTOR:
ORILLING COI,TTRACTOR: L
NUMBERANDTYPE OF RIGS: W
coNcRErE SUPPUER: ROARING FORK REDI MIX
REINFORCEMENT
TIE AND PI.ACEMENT BY:
GENERAL
CONTBACTOR I.J
suBcoAnRAcToR I
WEATHER
DBILUNG s-l
CONTBACTOR '[J
CONCRETE TESTING
crL n orHER:
NUMBER OFTESTS: I
sPEclFlED STRENGTH: 3000 PSI
SPECIFIED SLUMP: 6-8
PARITY CTOUDY RANGE OF FlEL-D SLUMP: 6-8
PROGRESS REPORT
CAISSON DRILIING CONNNUED TODAY ON THE EXTERIOR WATL AT G,S/I5. AT A DEPTH OF I3.2 INCHES THE
COMRACTOR REMOVED THE CASING TO REMOVE TARGE ROCKS, I4 INCHES OF WATER MEASURED AT THE BOTTOM
OF THE PIER. A MUD BUCKET WAS USED TO DEWATER THE PIER, WATER WAS THEN MEASURED AT 6 INCHES.
A PLUG OF CONCRETE WAS USED TO SEAL OFF WATER PRIOR TO PLACING THE CAGE. THE CAGE WAS
INSTATLED THROUGH THE PLUG OF CONCRETE AND THE POUR WAS COMINUED. CAISSON E,9/I4 WAS STARTED
AND DRILLED TO IHE IOP OF IHE BEDROCK. 1I WILL BE COMPLETED ON 05.28.96.
FULL TIME OBSEBYATION
ON CALL OBSEB/A]ION
U
tr
LP
BFi:'EB 3,E*, *"rtlo'o*
PROECT:
vArL coMMoNs vrLrAGEDATEOF JOB
DRILLING: __,_46;p4l96__ NUMBER: Olgg4
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
FEPORTNUMBER:^SHEETaOF
PIER NUMBER G.8/r5
OATE OF CONCRETE
n^ttAtoA
PIER D&AIIETEA
aA n.
z
P
uj
I|,
GROUND
SI'FFACE 7()Al E
TOP OF PIER
TOEO R
BOTTOU OF PIEF
7c}/ R n
PLANNED ELEVAT]ON
OF BEDROCK
ACTUAL ELEVATION
OF BEDROCK
OEPTH OF
OVERBURDEN l, nl
ao
Ez
!
REOUIRED
-{ n'
ACTUAL
tE.
TOTAL DEPTH
OFILLED I^' <I
OEPTH TO TOP OF
@NCRETE - t11,
Eoz
5
PI.ANNED
1€NE
ACTUAL lr 5'
REOUIREO UINI U
tlNOfi I€NE
F2ul-ulo
GI
=ulc
NUMBER AND
stzE I #8'S
6AR LENGTH
13 ),
TIES 3 #4S @TOP
*a'a ta a,^.
PLUMENESS ()K
SHEAR RINGS {ONE
||rFul
Goz
8
THEORETICAL
4.2
ACTUAL
6.5
WATEF
6.O.
SUPPORTINO
STRATUII sEDROCK
iANT\qT6NF
SIDES
ROUGHENEO VFS
REPRESENTATIVE: -IFFF npAIIN, s^Nnv THInAIIIT REVIEWED BY: IoI]N ME.HII}I(:, P E,
5t=,f'tr ',i$i ""'f-,n, o *
cuENr:6gry MARKET FooD & pFrARMAcy
P. O. BOX 729
GRAND JUNCT|ON, CO 8l 502-0729
GEIIEML CONTMCTOR:
ORILLING COTITRACTOR: co(:G'tNs
NUMBER AND TYPE OF RIGS: ') CPANF WITH nptt I
CONCRETE SUPPUER: PGAPTNG FOQK PFfrt MX
CTLiTHOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
9ATE' eg/eg/?6 JoB NUMBER: 0lg&4---_-
REPoRT NUMBER:____€_ SHEET I oF ___+_
PRO.JECT: VAIL COMMONS VILIAGE
VAIL, COLORADO
CONCBETE TESTING
CTL fl OTHER:
NUMBER OF TESTS:
SPECIFIED STRENGTH: 3nnn PsI
SPECIFIED SLUMP: A-e
RANGE OF FIELD SLUMP: 6-8
REINFORCEMENT
TIE AND PTACEMENT BY:
GENERAL
CONTRACTOR LJ
SUBCONTRACTOR D
WEATHER
SIINTMRAI^U
DRILUNG J-l
CONTRACTOR ^J
PROGRESS REPORT
THE CONIRACIOR DRII.LED FOR BEDROCK PENEIRANON ON PIER E.9/I4 FOR ATOTAL OF I HOUR.
APPROXII\4ATELY 6 INCHES OF PENETRATTON WAS ACHTE\ED. DR|ILING MTE AT BEDROCK FOR ptER F.6i l4
WAS AT 30 MINIJTES FOR 6 INCHES. BOTH PIERS WERE CLEANED OIJT MICE W]TH WATER. THE ROCK AUGER
WAS USED TO CTEAN BOTH CAISSONS, PIER E,6/I4 WAS STARTED AND DRITLED TO IHE TOP OF EEDROCK,
BEDROCK WAS AT I3.O FROM GROUND SURFACE.
FULL NME OASERVANON
ON-CALL OBSERIr'ATION
n
!
LP
BFffEB 3'E*,*.rofr'o*
PRoJECT: vAtL coMMoNs V|LLAGE
DATEOF JOB
oRILLf NG: 05/28|96 NUMBER:
CTL/THOMPSON, INC,
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
REPORTNUMBER: 3 SHEET .t OF ,\ol a3d
PIER }IUIIBER E.9114 t.6114
DATE OF CONCRETE
o5t28t96 o5t28t96
PIER DI,AUETER
36.0'36.O'
z
9F
ql
Jtrl
GROUNO
SURFACE 796t.5 7961.5
TOP OF PIER
7959.5 7959.5
8OTTOil OF PIER
795r.8 7950.0
PI-ANNED ELEVAT]ON
OF BEDROCK
ACTUAL ELEVATION
OF BEDROCK 7952.3 7950.5
DEPTH OF
OI/ERBURDEN 9.2't t.0'
I
tFutt
c
REOUIRED
5.0'5.0'
ACTUAL
0.5'0.5'
TOTAL DEPTH
DRILLED 9.7'1.5'
DEPTH TO TOP OF
CONCRETE - 2.O'- 2.O'
-
0z
5
PIANNED
l\EINIE 1€NE
ACTUAL
7.7'9.5'
REOUIRED IIIMIIUT
tlNorH 1€NE T€NE
F-ul
=lto
5t!z
UTc
T{UIIBER AND
stzE t #8's 8 #8's
BAR I.ENGTH
9.0'9.0'
TIES ]#4@roP
F4'S @ 24'
3#4@TOP
#4's @ 24'
PLUMBNESS
OK OK
SHEAR RINGS {ONE NONE
Hl!co
6
THEORETICAL 2.3 3.3
ACTUAL 3.8 3.8
WATEF
NONE NONE
SUPPOFTING
STRATUII
IEDROCK
ANDSTONE
]EDROCK
NANDSIONE
sloEs
ROUGHEl{ED YES YES
REPRESENTATNE: SANDY IHIBAULT. JEFF BRAUN REVIEWEDBY: JOHN MECHI-ING. P.E.
FIELD REPORT
DRTLLED P.ER,*rrLor,o*
CLIENT:a* [irARKEr FooD & pr'rAR[,rAcy
P. O. BOX 729
GRAND JUNCTION. CO 81502-0729
GE}.,IERAL @NTRAG{OR:
DRILLING CONTHASTOR: c()GGINs
NUMBER AND TYPE OF R|GS: r I cpaNF wlrH nafl |
coNcBETE SUPPUER: poAplNG FoRK pFpt Ml){
CTL,THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
DAE, eS/Agl9C JoB NUMBEB: OlO34--.--
REPORTNUMBER:,SHEET.OF----=----------z-
PRoJECT:ya|1 COMMONS V|UAGE
vAtt, coLoRADo
CONCRETE TESTING
crL E oTHER:
NUMBER OF TESTS:
SPECIFIED STRENGTH: .?nnn psl
SPECIFIED SLUMP: 6-a
MNGE OF FIELD SLUMP: A-A
REINFORCEIIENT
TIE AND PI.ACEMENT BY:
GENERAL
CONTRACTOR IJ
SUBCoNTRACTOR I
WEATHER
SIINNY
DRILUNG fiCONTRACTOR I,J
PROGRESS REPORT
THE COMRACTOR COMPLETED BEDROCK PENETRATION ON PIER E,6/I4 AT A DRILTING RAIE OF 30 MINI'TES
FOR .5 FEET OF PENETRATION. IHE COMRACTOR COMPIEIED BEDROCK PENETRATION ON PIER E.ZI4 ATA
DRITTING RATE OF 45 MNTMS FOR I.2 FEET OF PENETRAIION. A NEW ROCK AUGER WAS I'SED FOR
PENETRATION ON PIER E,ZI 4. SIARIED CAISSON G,8/I4.5.
FULLTIME OBS|ERVANON
ONCALL OBSEB/ATION
fl
n
d.$
Y..5\'%
2742'.3
LP
BFf,-?EB 3,'=*,".r!}n,o*
PRo''Ecr:
vArL coMMoNS vrLrAGEDATEOF JOB
DRILLING: ____€+29y96_ NUUBER: Olg3,l
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
FEPORTNUMSER: ,I SHEET a oF
PIER I{UIIBER E.6114 E.2114
DATE OF CONCRETE
nqttotoA r1EttoroA
PIER DITAIIETER
aA n.aA n.
2
P
|r|JIt
GROUNO
SURFACE 70Ar (TOAI 4
TOP OF PIER
70RO <70qo R
BOTTOH OF PIEF
TOAA d 70qn (
PI.ANNEO ELEVATION
OF BEDROCK
ACTUAL ELEVATION
OF BEDROCK TOAA A 70a1 -,
DEPTH OF
OVERBURDET{l3 n'oA'
6
s
l!Z
A
REOUIRED
5n'-5 n'
ACTUAL
n5't2'
TOTAL DEPTH
DRILLED It tr ln'
DEPTH TOTOP OF
OOI|ICRETE
- )il -a il
IF02
5
PtAl{ltEO
t€ftE I.ENE
ACTUAL
l5'9rt'
FEOUIRED TINITUII
I,ENOIH 1€l\tE I€NE
F2u,-rl
HoLz
|r|G
ITIUMBER AND
stzE 9#8 8#8
BAR LENOTH
lq /nn,
nEs 3#4@TOP
ti,tq r^ ta.
3#4@TOP
:EA'a l^ tA.
PLUMBNESS
OK OK
SHEAR RINGS NONE NONE
tr,lFulGo
6o
THEORETICAL
3.3 3?
ACTUAL
1.O 3,3
WATER
NONE NONE
AUPPORTINO
STRATU BEDROCK
iANC'STONF
BEDROCK
SANDSTONF
stoEs
FOUGHENED
YFS YFS
REPRESENTATM: |FFF Rpa N, stNpv TutRA tT REy|EWED By: |rrHN MECHLTN{=, e.E.
FIELD REPORT
DRTLLED P'ER r*rrl^r,o*
cuENr:6'tr1 MARKET FooD & pFIAR[rAcy
P. O. BOX 729
GRAND JUNCT|ON, CO 81502-0729
GENERAL CONTMCTOR:
DFILUNG CONTRACTOR: .c)GGtNs
NUMBER AND TYPE OF RIGS: t ) CPANF WITH De I
CONCRETE SUPPLIEB: P(\APING FC)PK PFDI MIY
CTLITHOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
OATE, e./g€/96 JOB NUMBER: 01034-_=--
REPORT NUMBER'_____5__ SHEET I oF -__*_
PRoJEcr:vAl[ coMMoNs vluJAcE
vAtt. cotoRADo
CONCRETE TESTING
crL n oTHER:
NUMBER OFTESTS: I
SPECIFIEO STBENGTH: 3OOO PSI
SPECIFIEO SLUMP: r+8
REINFORCEMENT
TIE AND PITCEMENT BY:
GENERAL
CONTRACTOF I.J
suBcoNTRAsroR !
WEATHER
DRILLING .F-lCONTRACTOB ,L-J
suNl.rY R NGE OF FIELD SLUMP: 6-8
PROGRESS REPORT
IHREE PIERS WERE DRILLED AND CONCRETE PTACED TODAY. UPON HTMNG BEDROCK THE COMRACTORS
DRILTING RATE WAS 30 MINUIES FOR .8 FEET ON PIER G.8/I4. DRILIING RAIE ON BEDROCK ON PIERG.4/I4 WAS 45 MINIJTES FOR I FOOT. OFFSETS WERE MEASURED FROM rHE CEMER OF THE CAISSON TO
COMROT PLUMBNESS OF THE CAISSON. 1T WAS SUGGESIED TO THE COMRACTOR TO RE-PLUMB THE CASING
PRIOR TO STEET A CONCRETE PIACEMEM. AFTER POURING CONCRETE ON PIER G.4II4IHE CASING WAS
REMOVED, CAI,SING IHE CAGE IO RAISE. A MUD BUCKET WAS PTACEO ON THE CRANE AND THEN PRESSED THE
CAGE BACK IN PIACE.
FULLTIME OSSERI/ATION
ON.CALL OASEFVATION
n
u
27,1i!.9
i:/oN,ugj
LP
SF,".?EB 3''=*, *.rf,^', o *
PRo'lEcr:
vArL coMMoNs vlLtAGEDATEOF JOB
DFILLING: _____S#g,ep+_ NUMBER: glge4
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
REPORTNUMBER:.SHEET-OF_........._-------=--.......-z--
PIEF I{UIISER G.8/14.5 G.8114 G.4lr4
DATE OF CONCRETE
iE ||l'.|t6a ,1lta.1t6a nE 12nrol
PIER D&ATIETER
zIF
||tJrt
GROUND
SI'RFACE t6^t E ?6l.t E
TOP OF PIER
T(!E.l E 76<6 <
BOTTOII OF PIEF
7(!, a I 16Aa 1 16 aO 1
PLANNED ELEVATION
OF BEDROCK
ACTUAL ELEVATION
OF BEDROCK 'roAe o -ro/,a','rr)A6 1
DEPTH OF
OVERBURDEl{ro at t al
ao
t
Ea
c
REOUIRED
Rn'Enl R.1'
ACTUAL
.|qt Ify
TOTAL DEPTH
ORILLED lA al t at ot
DEPTH TO TOP OF
OO CRETE
-t il
Foz
5
PIANNED
l.toNtE lSt€NNNE
ACTt'AL
1A O'ln el
REOUIREO INIMUU
LENGTH 1€NIE I€NE l€NE
Fzut.trlo
5Gz
||.1
ar
NUTBERAND
SEE 3 #8',S B #8'S 8 #8'S
8AR LENGTH
letl
TIES 3 #4 @rOP 3#4@TOP 3 #4 @TOP
PLUIIBNESS
arv
SHEAR RINGS \IONE NONE NONE
||lFgl
Go2
8
THEORETICAL
??AA a. l
ACTUAL
^n AA
WATER
N6NF Nl1NF Nl.lNE
SUPPORTINO
ATRATUU }EDROCK
laNrtcYl'!Nc
BEDROCK
eAt'rne?nrrE
BEDROCK
AANI\CTr.INE
SIDES
ROUGHENEO vEc wEc \rcc
FEPRESENTATIVE: W REVIEWEoBY: JoHNMECHIING, p,E.
5tl?.trFPtr'*"rLo'o*
cllENr:qJry MARKET FooD a pHARt\4Acy
P. O. BOX 729
GRAND JUNCT|ON, CO 8t 502-0729
GENEML CONTRACTOR:
DF ILLING CONTMCTOR : COGGINS
NUMBER AND TYPE OF RIGS: l) CPANE WrH nplt I
CONCRETESUPPUER: ROARING FOPK REDI MtX
REINFORCEMENT
TIE AND PI.ACEMENT BY:
GENERAL
CONTBACTOR I.J
SUBCoNTRACToR !
WEATHER
DBILLING tl'-lCONTBACTOR /t-r
sUNl.fY
PROGRESS REPORT
TwO PIERS WERE DRITIED TODAY. CONCRETE WAS PTACED FOR PIER F.9/I4 BI.II NOT FOR G/I2. DRITLING
RATE ON PIER F.9/I4 FOR BEDROCK PENEIRATION WAS 0.8 FEET FOR 30 MINUTES. DRITTING RATE ON PIER
G./I2 WAS I.I FEEI FOR 35 MINI'TES. THE DRILLING RIG BROKE DOWN AT I,45. THE HOIE WAS CLEANED
TWICE BEFORE BREAKING & READY FOR CAGE AND CONCREIE.
FULLTIME OESERVATION
ON.CALL OBSERVATION
CTL/THOMPSON, INc;.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
DATE' Og/el/96 JoB NUMBER: g+g34__
REPORT NUMBER: 6 SHEET I OF ___l_
PRoEcr: VAIL COMMONS VTLLAGE
vAtL. coroRADo
CONCRETE TEST]NG
crL n orHER:
NUMBER OFTESTS: I
SPECIFI€DSTRENGTH: 30OO PSt
SPECIFIED SLUMP: 6-8
RANGE OF FIELD SLUMP: 6-3
n
tr
,'!ry-.$fiit
ffitf'q9LP
B='i'?PB 3,8*, *",t^,, o "PRo.JECT:
VAIL COMMONS VILTAGE
DATE OF JO8DRILLING: ----€5lgv96-- NUMBER: elg34
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
REPORTNUMBER:.SHEET^OF-------i;-------E---'---z-
PIER ilUilBER F.9lt4 G.112
DATE OF CONCRETE
PIER DI,AIIETER
2 n.AA A'
zIF
gl
J
ul
GROUND
SURFACE ?.}al E ?o/'t <
TOP OF PIER
?oto R ?oc.o E
AOTTOII OF PIEF
''fl A6 1
PI.ANNED ELEVATION
OF BEDROCK
ACTUAL ELEVATION
OF BEDROCK ?c)R.r E.'16
^6 F.
OEPTH OF
OI'ERBUROEN
I O r1lao
EF
aulA
REOUIRED
Rn'Rnl
ACTUAL
nal
TOTAL DEPTH
DRILTEO I a't2 t
DEPTH TO TOP OF
@NCFETE
IFoz
5
PI.ANNED I€NE I€NE
ACTUAL
oar
REOUIRED TINIUUU
LENOTH I€NIE TIf,NE
Fzlrl.|r|oGoa!z
||l
.E
NUilBER AIIIO
stzE I #8'S l2 #85
AAR LENGTH
1a i't?. n'
TIES 3#4@TOP
* Atc a;\ a t.
3#4@TOP
*rte tA at.
PLUilBNESS
a'rll l^rv
SHEAR RINGS NONE NONE
ulFul
ar0
6o
THEORENCAL
,A A7
ACTT'AL
11,
WATEF
N()NF Nr.)NF
SUPPIORTr{O
STRATUM }EDROCK
iANNqTTTNE
BEDROCK
RANhAT'\I\IE
SIDES
ROUOHENED vEa vEc
REPRESENTATIVE, JEFF BRAuN, sANDy THB^uLT REVTEWED ay: JoHN MEcHLlNc, p,E,
FIELD REPORT
DRTLLED P.ER rNSTI^r,o*
cLlENr:gJry MARKET FooD & pHARt\i,r,Acy
P. O. 80X 729
GRAND JUNCTTON. CO 8]502-0729
GENERAL CONTMCTOR:
DRILUNG CONTMCTOR: .OGG|NS
NUMBER ANDTYPE OF RIGS: @
CONCRETE SUPPLIER: POAPING FOPK PEDI MIX
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
DATE' 96/9A/96 JoB NUMB€R : Ol8g4__
REPORT NUMBER: T SHEETT OF
PRGJEoT: !tr1[ COMMONS VltLAcE
VAIL, COLORADO
CONCRETE TESTING
crL n orHER:
NUMBEROFTESTS: I
SPECIFIEO STFENGTH: 3OOO PSI
SPrcIFED SLUMP: 6.8
RANGE OF FIELO SLUMP: 5-8
REINFORCEMENT
TIE AND PI-ACEMENT BY:
G ENERAL r--lCONTRACTOR I.J
suBcoNTRAsroR I
WEATHER
SUNl.IY
DBILLING .'r-l
CO}'ITRACTOR /LJ
PROGRESS REPORT
THE DRILLING RIG WAS UNDER REPAIR UMIL l:00. AI THAI TIME PIER c/I2 WAs CLEANED IwtCE, THE
CAGE WAS SET AND CONCREIE WAS POURED. PIER G/I I WAS STARTED.
FULL TIME OBs E RI/ATION
ON.CALL O&SEE/ATION
n
!
#ffi:?,h
,n |C,f,r
{-r
LP
5tlt'?tr',P=?t'*"rt-or,o*
cuEMr:61ry MARKET FooD a pH,ARMAcy
P. O. BOX 729
GRAND JUNCT|ON, CO 8t 502-0729
GENEML CONTMCTOR:
DRll,llNG CONTRACTOR: .c)G'(=tNs
NUMBER AND TYPE OF RIGS: l) cpaNF wtfl{ pp I
CONCRETE SUPPLIEB: PoAP|NG Fcrp( pFpt Mty
CTLiTHOMPSON, tNC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
oAE, g6/e5/96 JoB NUMBER: e+S3+=_-
FEPORTNUMBER:^SHEET'oF--.----i-_-------
PRoTECT: vAl[ coMMoNs vtttAcE
vAtt. cotoRADo
CONCRETE TESTING
crL fl orHEB:
NUMBER OF TESTS:
SPECIFIED STRENGTH: 3n0n PSI
SPEGIFIED SLUMP: 6-8
REINFORCEMENT
TIE AND PLACEMENT BY
GENERAL
CONTRACTOR I.J
suBcoNTMcToR n
WEATHER
ORILUNO .r-.t@NTRACTOB I'J
SUNNY TO PAPTTY CIOUDY FANGE OF FIELD SLUMP: 6-a
PROGRESS REPORT
DRILIING RATE AT EEDROCK WAS 0.5 FEET FOR 20 MINIITES FOR PIER G/I O. PIER Gi9 WAS STARIED.
FULL TIME OBSEBr'ANON
ON.CALL OBSERIr'AION
n
n
d$
o";lbs
,':?.h
27429
LF,.:ir-',.Sii;':i'qV
TP
BFi,-?EB 3,E*, *rrf,^r, o *
PRq'Ecr: vA[ coMMoNs vlil.AcE
OATEOF JO8oRILLING: 06/05/96 NUMBER: Olg34
CTL/THOMPSON. INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
REPORTNUMBER: o SHEET r OF 4
PIEB NUMEER G/r0
DATE OF COI{CRETE
nAtnltoA
PIER DIAIIETER ,n nl
zIF
rJJlu
GROUNO
ST,RFACE 70-io -6
TOP OF PIER
7059 5
BOTTOII OF PIEF
7916.4
PI.ANNED ELEVATION
OF BEDROCK
ACTUAL ELEVATION
OF BEOROCK 7046 0
DEPTH OF
OVERAUROET{It Al
6
t
-
!
REOUIRED 50'
ACTUAL n5'
TOTAL DEPTI{
DRILLED t3 I
DEPTH TO TOP OF
OONCRETE nn'
IFo2
5
PIAI'INED l€t€
ACTUAL 13l
REOUIREO UINIIIUII
TEiKIIH I€NE
F2tuTulIot!zrlE
NUI'8ER AND
suE r2 #85
8AF I"ENGTH
o.o'
nEs 3#4@TOP
#4'S (A 2A.
PLUMBNESS
OK
SHEAR RINCS NONE
UIF!JGo
6
THEORETICAL
6.7
ACTUAL o.o
WATER
NONE
SUPPORTINO
STRATUII
BEDROCK
SANDST(.)NF
SIDES
ROUGHEI{ED YFS
BEPBESENTATME: -IFFF RPAIIN REVIEWED 8Y: JOHN MECHIING P.E
5h''?.trFiSi*.rt-,o'o*
CLIENT:6py MARKET FooD & PHARMAcY
P. O. BOX 729
GRAND JUNCT|ON. CO 8't502-0729
GENERAL CONTRACTOff:
DRILLING CONTRACTOR: co(:(:Ns
NUMBER ANO TYPE OF RIGS: @
CONCRETE SUPPUER: Pr\APING F(\P|( PFNI M|x
CTL,THOMPSON. INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
DATE: e6/e6/96 JoB NUMBER, e+g34_
REPORT NUMBEB: r.r SHEET r OF_____i-_-____----=-
PBOJECT:VAIL COMMONS VILLAGE
VAI[, COLORADO
CONCRETE TESTING
sr fl orHEB:
NUMBER OFTESTS: I
SPECIFIED STBENGTH: 3OOO PSI
SPECIFIED SLUMP: .5-a
RANGE OF FIELD SLUMP: .(-e
REINFORCEMENT
TIE AND PIACEMENT BY:
GENERAL
CONTRACTOR LJ
SUBCONTRACTOR N
WEATHER
SI,JNNY
DBILUNG .r--lCONTRACTOR ,LJ
PROGRESS REPORT
IHE DRILTING RAIE AI BEDROCK ON PIER G/9 WAS 0.7 FEET FOR 20 MINI'TES. TOTAL TIME ON G/9 WAS 6
HOURS. DRII.LING RATE AT BEDROCK ON J.7/N, WAIL WAS 0.5 FEET FOR IO MINI'TES. TOTAT IIME ON
J.7/N. WALL WAS I HOUR 30 MtNtrIES. ptER A/l WAS DR|LLED 4.1 FEET.
FULL TIME OSSER'VATION
ON.CALL OBSERVATION
fl
I
ffii$E:&r
IP
BEiSEB 3,8* ^.rfrr,o*PRqlEcr: vArL coMMoNs vrLlAGE
OATE OFDRfLLING: n^F6lg^JO8
NUMBER: n I n-1.d
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
REPORTNU$8ER: rn SHEET ^ OF ,
PIER NUMBER G19 J.7/N.WAt_t lvr
DATE OF COI{CRETE
o6to6t96 o6to5t96 o6to6t9t\
P]ER DIAHETER
48.O.36.O.36.O.
E
3Il
GROUND
ST,RFACE 7950 5 7960.O 7961 .O
TOP OF PIER
7959.5 7058 0 7950 n
BOTTOU OF PIEF
79A7 A 7OA7 A 7056 0
PI.ANNEO ELEVAIION
OF BEDROCK
ACTUAL ELEVATIOII
OF BEDROCK 7944.1 7947.9 7957.6
DEPTH OF
OVERBUAOEN l -d'12 1 ?A'
6
t
lll-rlI
REOUIREO
5.O'5.O'5.O'
ACTUAL
o.7'o.5'o.7'
TOTAL OEPTH
ORILLED 12.1 12.6'4l
DEPTH TO TOP OF
CONCRETE o.o'- )o'-) n,
Eo2
5
PI-AI{ilED 1€NE NONE hEIIE
ACTUAL 1'1 ln A',1
REOUIRED TINIIIUI
LENOTH t\Dt€t€NE NNNE
F2rlI
talIot!
=ulG
NUMBER AND
stzE
l2 #8'S 8 #8',S
I #8's
BAR LENGTH
I I.o',7.O'0.o'
nEs 3#4@TOP
#a's(d24.
3#4@TOP
#!'s (a 24.
3 #4s@ IOP
#4's (A 2A'
PLUIIENESS
OK OK OK
SHEAR RINGS NONE NONE
NONE
||lFtrlGoz
8
THEORETICAL
6.2 3.1 o.o
ACTT'AL
8.0 4.0 o.o
WATER
NONE NONE NONE
AUPPOFTING
STRATUII
EEDROCK
SANDSTONE
BEDROCK
SANDSTONE
BEDROCK
SANDSTONF
SIDES
ROUGHENED YES YFS
BEPRESENTATIVE: IFFFBPAUN REVIEWEO BY: JOHN MECHIING P F
5t=,?'Jo=',P$'^.ril-o'o*
cLlENr:6yry MARKET FooD & pHARfvtAcy
P. O. BOX 729
GRAND JUNCTION, CO 81502-0729
GENEML CONTRACTOR:
DBILLING COI.ITRACTOR:
NUMBER ANOTYPE OF FIGS: W
coNcRErE SUPPLIER: ROARING FORK REDI MIX
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
oArE: 06/0296 JoBNUMBER:01834
BEPORT NUMBER: ll SHEET I oF ___2_
PRoJEcr: VAIL COMMONS VILLAGE
vArL. cotoRADo
CONCRETE TESNNG
cn- [ oTHER:
NUMBER OFTESTS: I
SPECIFIEDSTFENGTH: 3000 PSI
SPECIFIED SLUMP: 6-8
REINFORCEMENT
TIE AND PI.ACEMENT BY:
GENEML
CONTRACTOR LJ
SUBCONTRACTOR N
WEATHER
DFILUNG e-r
CONTBACTOR 'GJ
SUNt.IY RANGE OF FIELD SLUMP: 6-8
PROGRESS REPORT
DRILTING RATE AT BEDROCK ON VN. WALL WAS I,4 FEET FOR 30 MINUTES, TOTAL TIME ON UN. WAI-L WAS
3 HOURS, DRILTING RATE ON BEDROCK ON I.9/N. WALL WAS I,3 FEET FOR 30 MINUTES. DRILLING RATE
ON BEDROCK ON I.9/N. WALT WAS 0.8 FEET FOR 20 MINI'TES. DRILLING RATE AT BEDROCK ON G,IiN. WALI
WAS 0,7 FEET FOR 20 MINLIES. TOTAT TIME ON G. I/N. WALI WAS 2 HOURS AND I O MINI'TES.
FULL TIME OBSER/ANON
ON.CALL OBSEBVATION
n
!
t_P
B''f'?EB 3'"" '**rAl^ ,o*
PRoJECT: vAI- coMMoNs vtll cE
OATEOF JO8DRfLLfNG: 06lfj7196 XUUBEF: 01834
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
REPORT
NU BER: l l SHEET 2 OF 2
PIER NUIIEER UN. WALL r.9/N.WALL H.I/N.WALL G.I/N,WALL
DATE OF CONCRETE
o6to7t96 o6to7t96 o6to7t96 o6to7t96
PIER DI,AMETER
36.0'36.0'36.0'36.0'
zo
LlJrl
GROUNO
STJRFACE 7961.0 7961.0 796 t.0 7961.0
TOP OF PIER
7958.0 7958.0 7958.0 7958.0
BOTTOI' OF PIEF
7946.2 7949.5 7945.8 7947.9
PTANNED ELEVATION
OF SEOFOCK
ACTUAL ELE\/ATION
OF BEDROCK 7947.6 7950.8 7946.6 7948.6
DEPTH OF
OvERBURDEN 13.4'to.2'14.L'12.4'
a
xlF
I
G
REOUIRED
5.0'5.0'5.0'5.0'
ACTUAL
1.4'1.3'0.8'o.7'
TOTAL OEPTH
DRILLEO 14.8',L5'15.2'l3.l
DEPTH TO TOP OF
CONCRETE - 3-O'-3.O'- 3.O',- 3.O'
IFoz
5
PI.ANNED
ACTt'AL
1.8'8.5'12.2'I O.l
REOUIRED IIINIIIUII
II,MIIH
FzUIulIott-
=lrlc
NUMEER AND
stzE 8 #8',s I #8's 8 #8's I #8',s
BAR LENGTH
1.0'lo.8'1.5'1.0'
nEs 3#4@TOP
#4'S @ 24'
3 #4s@ TOP
#4's@24'
3 #4s@ TOP
#4's (d 24'
3 #4s@ IOP
#4's (A 24'
PLUIIENESS
OK OK OK OK
SHEAR FINGS
NONE NONE NONE NONE
lrlF
ll,ao2
8
THEORETICAL
3.7 2.5 3.3
ACTUAL
4.8 4.0 4.5 4.0
WATER
NONE NONE NONE NONE
SUPPORTING
STRATUII
BEDROCK
SANDSTONE
BEDROCK
SANDSTONE
BEDROCK
SANDSTONE
EEDROCK
SANDSIONE
SIDES
ROUGHENEO YES YES YES YES
REPBESENTATIVE: JEFFBMUN REVIEwEo BY: JOHN MECHUNG. P.E.
5'5,fl Jf FP=Xi*"rf,^r,o*
cUENT:cfly IVTARKET FooD & pHARri/Acy
P. O. BOX 729
GRAND JUNCTION, CO 81502-0729
GENERAL CONTRACTOR:
DRILLING CONTRACTOR: ..)GGINS
NUMBER AND TYPE OF RIGS: ' ) cpANF WITH pptl I
CONCRETE SUPPUER: P(\APING FOAK PFDI MIY
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
oATE' g6/eg/96 JoBNUMBER:g1g3,+
BEPOST NUMBEB: r^ SHEET r OF_____i-- -___- ----i-
PRQEcr: VA|L COMMONS V|L|AGE
VAIL, COLORADO
CONCRETE TESTING
cn- fl orHER:
NUMBER oFTESTS: r
sPEclFlED STRENGTH: 3000 psl
SPECIFIED SLUMP: A.A
RANGE OF FIELO SLUMP: A.N
REINFORCEMENT
TIE AND PI.ACEMENT BY:
GENERAL T1CONTRACTOR IJ
suecovrmcron !
WEATHER
SUNNY
DRILUNG .FlCOT.ITMCTOR LJ
PROGRESS REPORT
DRITLING RATE AT BEDROCK ON H.sAI. WATL WAS 0.8 FEET FOR 20 MINIJTES. TOTA! TIME ON PIER H.s/N.
WALI. WAS 3 HOURS. DRILIING RATE AT BEDROCK ON PIER G,2yN. WATL WAS I .I FEET FOR 20 MINIITES,
TOTAT TIME ON G.?N. WAIL WAS 2 HOURS.
FULLTIME OBSEFIVATION
ON.CALL OBSER'YATION
fl
n
l-P
BF|SEB 3,"", *rro?^' o *
PRo'lEcr: vAlL coMMoNs vrtLAGE
DATE OFDRILLING: nA/nA/o.(
JOB
NUMBER: nl A3d
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
FEPORTNUMEER: I? SHEET ' OF -.
PIER NUIIBEF H.5/N.WALL G.ZN.WALI
DATE OF COI{CBETE
o5/o8/96 o6toat96
PIER DIAIIETER
36 0.36 0.
z
9F
ol
u
GROUND
SURFACE 7961 O 7059 0
TOP OF PIER
7059 fi 7959 ()
BOTTOII OF PIEF
7946 A 7046 I
PI-ANNED ELEVATION
OF EEDROCK
ACTUAL ELEVATION
OF BEDROCK 7947.7 7948.O
DEPTH OF
OVEHBURDEN 13.3't.0'
6
EF
a
a
FEOUIREO 5n'5.O'
ACTUAL nn'
TOTAL DEPTH
DRILLED 'tr l 12 1
DEPTH TO TOP OF
CONCRETE -2 n'o.o'
IFo2
5
PIAI{NED
ACTT'AL
12 1 t2 1
REOUIBED MINfiUU
I.EMTIH
F2
|r|t
|rrI
P
=ulE
NUilBER AND
s|zE 8 #8's I #8's
BAR LENGTH
I _O'I.3'
nEs 3 #4s@ TOP
#/l'r (d 2A'
3 #4s@ IOP
#A's (A 2A'
PLUIIBNESS
OK OK
SHEAA RINGS
NONE NONE
ulF|rl
G(Jzo(,
THEORETICAL
3.5 3.5
ACTUAL
3.8 4.0
WATER
NONE NONE
SUPPORNiIO
STRATUII
BEDROCK
SANDSTONE
EEDROCK
SANDSTONF
SIDES
ROUGHENED YFS YFS
REPRESENTATIVE: JEFF BRAUN REvlEwEo BY: JOHN MECHLING. P.E-
5'S'fltrFP$i**'t^r,o*
cLlENr:crry MARKET FooD & PFIARMACY
P. O. BOX 729
GRAND JUNCT|ON, CO 81502-0729
GENEML CONTMCTOF:
oRlLLlNc col.lTRAcToR: COGGINS
NUMBERANDTYPE oF RIGS: ll CRANE Wlltl DRltt
coNcRETE SUPPUER: B & B EXCAVATING
CTLITHOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
DArE: 06/10/96 JoBNUMBER:01934
BEPOBT NUMEER: I? SHEET I OF .
PRoJECr:VAIL COMMONS VIILAGE
VAIL, COIORADO
CONCRETE TESTING
crL n orHER:
NUMBER OFTESTS: I
SPECIFIED STRENGTH: 3000 PSI
SPECIFIED SLUMP: 6-8
RE]NFORCEMENT
TIE AND PI.ACEMENT BY:
GENERAL
CONTRACTOR I.-J
SUBCoNTRACTOR !
WEATHER
DRILLING y-l
CONTRACTOR 'GJ
SUNttY IO PARTLY CLOUDY RANGE OF FIELD SLUMP: 6-8
PROGRESS REPORT
DRIILING RAIE AT BEDROCK ON PIER F.7/N. WAI.LWAS 0.4 FEEI FOR IO MINI'TES. IOTAL TIME ON PIER
F.7/N. WATT WAS 2 HOURS AND 45 MNLMS. DRIITING RAIE AT BEDROCK ON PIER F.3/N. WALL WAS 0,5
FEET FOR I O MINIITES. TOTAL 1IME ON PIER F.3/N. WALI WAS 2 HOURS AND I O MINIITES, DRILTING RATE
AT BEDROCK ON E.9/N. WALI WAS 0.4 FEET FOR I O MINI'TES. TOTAL TIME ON E.9/N. WALL WAS I HOUR
AND 30 MINI'TES.
FULL TIME OBSEEVATION
ON.CALL OBSE RI/ATION
a
tr
LP
B'*|'?EB 3,[", *rrt^' o *
PFG,Ecr: VAll_ COMMONS VI1LAGE
DATE OF JOBDRILLING: 06/10/96 NUMBER: 01834
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
REPORTNUHBER: 13 SHEET 2 OF 2
PIEF NUIIEER F.7/N.WAtL F.3/N.WALI E.9/N.WALL
DATE OF CONCRETE o6t1u96 06/10/96 06/10/96
PIER DTAIIETER
36.0'36.0'36.0'
z
P
t!Jlrl
GROUND
SURFACE 7959.0 7959.0 7959.O
TOP OF PIER
7959.0 7959.0 7959.0
BOTTOII OF PIER
7948.O 7946.5 7945.7
PT.ANNEO ELEVATION
OF BEDROCK
ACTUAL ELEVATION
OF BEDROCK 7948.4 7947.O 7946.1
OEPTH OF
OVEREURDET{r 0,6'12.O'12.9'
ao
IF|rlt|llA
REOUIRED
5.0'5.0'5.0'
ACTUAL 0.4'0.5'o.4'
TOTAL DEPTH
DRILLED I t.0'12.5'13.3'
DEPTH TO TOP OF
CONCRETE o.o'0.0'0.0'
Fo2
5
PIANNED
ACTUAL '| r.0'12.s',13.3'
REAUIFEO TINITU
IENOlH
Fztu-IlIol!
=ulc
NUTiBER AND
stzE I #8's 8 #8's 8 #8',s
8AF LENOTH
10.6'10.8'1.0'
nEs 3 #4s@ TOP
#4's @ 24'
3 #4s@ TOP
#4's@24'
3 #'fs@ TOP
#4's @ 24'
PLUilBNESS OK OK OK
SHEAR RINGS
NONE NONE NONE
lrlFulcoz
8
THEORETICAL 3.2 3.6 3.8
ACTUAL 4.0 4.0 4.5
WATEA NONE NONE NONE
SUPPORTING
STRATUM
BEDROCK
iANDSTONE
BEDROCK
SANDSTONE
BEDROCK
SANDSTONE
SIDES
ROUGHENEO YES YES YES
REPRESENTATIVE: JEFF BRAUN REVIEWED BY: JOHN MECHLING. P.E.
5'-1fr ff tri$t *.rt-n, o *
cLlENrclry i/nRKEI FooD & pl{ARMAcy
P. O. 80X 729
GRAND JUNCT|ON, CO 81502-0729
GENEML@NTMCTOB:
DRILLING @NTRACTOR:
NUMBER ANO TYPE oF RIGS: I ) CRAIIU WIIH DRILL
CONCRETESUPPUER:B & B EXCAVATING
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
DArE: 06/l l/96 JoB NUMBER: Ol€[]+
REPORT NUMBER: r, SHEET r OF ,
PRO.JECTVAIL COMMONS VILIAGE
vArr, cotoRADo
CONCRETE TESNNG
CTL il OTHER:
NUMBER OF TESTS: I
SPECTFIEO STFEI,IGTH: L
SPECIFIED SLUMP:6-8
REINFORCEMENT
TIE ANDPTACEMENTBY:
GENERAL
COI.ITBACTOR I.J
suBconTRAcroR n
WEATHER
DRILLING \Fl
CO$TTRACf,OR ,U
SUNI..ry. PARITY CI.OUDY. RAINY RANGE OF FIELD SLUMP: 6-8
PROGRESS REPORT
DRIIIING RATE AT BEDROCK ON E.I/N. WAII- WAS 0.6 FEET FOR IO MINI'TES. TOTAT TIME ON E,I/N, WAIT
WAS 2 HOURSAND 25 MINIJTES. DRILI.ING RATE AT BEDROCK ON E.s/N. WAI.LWAS 0.7 FEET FOR 20
MINI'TES. TOTAI- TIME ON E.s/N, WAI.I WAS 4 HOURS. DRILTING RAIE AT EEDROCK ON D.8/I.I. WAIL WAS
0.4 FEET FOR 20 MINI'TES. TOTAL NME ON D.8/N. WAtt WAS 2 HOURS. D.8A. WATL DID NOT I{AVE
CASING SET, TOTAL IIME ON D.s/N, WALL WAS I HOUR AND 45 MINUTES WIH A DRILTING RATE AT
BEDROCKAT 0.6 FEET FOR 20 MINI'TES.
FULLTIME OBSERVATION
ON.CALL OBSERVATION
I
fl
*r$&diit
27.!2?
LP
B=,|SEB 3,'=- '*=rt 'o*PRoJEcr: vA[. coMMoNs vrLtAGE
DATE OFDRILLING: n.Vl l/aA
JOB
I.IUMBER: n I A-1,
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
FEPORTNUIIEER: Id SHEET ^ OF 2
PIER NUHAER E.I/N.WALL E.5/N.WAtt D.8/N.WALL D.5/N.WALL
DATE OF CONCRETE
O.5/l I /96 06/l I /9r1 O.1/l I /96 06/l I /96
PIER OIAIIETER
3rl O'3.1 O'3.5 O'36 0.
zoF
llt
E
GROUND
SURFACE 7959 0 7050 0 7959 0 7050 r)
TOP OF PIER
7959.O 7959.0 7959 0 7959 0
EOTTOII OF PIEF
7946.5 79t5.9 7949.2 704'|.7
PLANNEO ELEVATION
OF EEDROCK
ACTUAL ELEVATION
OF BEDROCK 7947.1 7946.6 7949.6 7949 3
OEPTH OF
OI/ERBUROEN 1.9't2 a'aa'9.7',
GF
atgc
REQUIREO
5.O',5,O'5n'50'
ACTUAL n6'o7'|.|/^'nA'
TOTAL DEPTH
DFILLED t) s't3 t oR'ln 3'
DEPTH TO TOP OF
@NCRETE o.o'o_o'on,o.o'
IFoz
5
PIANNED
ACTUAL
12.5't3 l 9.8'ln -1'
REOUTREO tNt Utl
ltNolH
FzIlIulIo
z
ulc
]IUIIBER AND
stzE I #8',s 8 #8's I #8's 8 #8's
BAR LEI.IGTH l.a'12.1 0t'o.o'
TIES 3 #4s@l TOP
#A's (d 2A'
3 #4s@ TOP
*A's (d 2A'
3 #4s@ TOP
*A'3 (6) 2A'
3 #4s@l IoP
#a\ (A) ,1.
PLUUBNESS
OK OK OK OK
SHEAR FINGS
NONE NONE NONE NONE
trlFul
ar(,zoo
THEORETICAL
3.6 3.8 2.4 2.9
ACTUAL
3.8 4.0 4.O
WATER
NONE NONE NONE N()NF
SUPPOKTING
STRATUII
SEDROCK
JANDSTONF
BEDROCK
SANDSTONF
BEDROCK
SANDSIONF
EEDROCK
SANDSTr)NF
sroEs
FOUGHENED vFs YFS vFs vFs
REPRESENTATME: IEFF BPATJN REVIEWEO BY: JOHN MECHLING. P.E
5ttf,-trFP$^rrt-n ,o*CTLITHOMPSON, INc).
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
CLIENT:CtTy MARKET FOOD & PHARMACY
P. O, BOX 729
GRAND JUNCTTON, CO 81502-0729
GENERAL CONTRACTOR:
DRILUNG CONTRACTOR:
NUMBER AND TYPE OF RIGS: W
coNcRETE SUPPUER: B & B EXCAVATING
oArE: 06/lzg^ JOBNUMBER:
REPoRT NUMBER: lq SHEET
PRGTECT:VAIL COMMONS VILIAGE
VAIL, COLORADO
oF2
CONCRETE TESTING
crL n orHER:
NUMBER OFTESTS: I
SPECIFIED srREtlGTH: 3000 PSI
SPECIFIED SLUMP: 6-8
R NGEOFFIELDSLUMP: 6-8
n'l R.1,
REINFORCEMENT
TIE AND PI.ACEMENT BY:
GENERAL r-'lCONTRACTOR LJ
suBcoNTR^croR !
WEATHER
SUNT.fY
DRILUNG
CONTRACTOR n
PROGRESS REPORT
DRITLING RATE AT BEDROCK ON D.]/N. WALL WAS 0.8 FEET FOR 30 MINUTES. TOTAL TIME ON D.]/N, WAtt
WAS 5 HOURS. IWO OTHER PIERS WERE STARTED 8t'T NOT COMPLETED DUE TO THE LARGE AMOUM OF ROCKS.
A BACKHOE WII.L BE USED TO REMOVE THE LARGER ROCKS.
FULL TIME OBSERN/ATION
ON.CALL OASEFN/ATION
n
D
tt
:!t/,
tP
BFff.E B 3,'=
",
* rrt^r, o *
PRqlEcr: vArL coMMoNs vrLtAGE
DATE OFDRILL|NG: n6,,rr 2/or{
JOB
NUMBER: OI83d
CTLiTHOMPSON, lNC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
REPOBTNUMBER: l5 SHEET ^ oF ,
PIER I{UI'BER D.I/N.WATL
OATE OF CONCRETE
o6t1296
PIER DIAUETER
36.O.
zIF
|llJ
!,1
GROUND
ST'RFACE 7959_0
TOP OF PIER
7959_O
BOTTOII OF PIEF
7945.4
PLANNEO ELEVATION
OF BEDROCK
ACTUAL ELEVATION
OF BEDROCK 7946.2
DEPTH OF
OVERAURDEN 12-a'
a
9f
a
I
REOUIRED
5.0'
ACTUAL
0.8'
TOTAL OEPTH
DRILLED 13.6'
DEPTH TO TOP OF
CONCRETE o.o'
E
oz
5
PIANNED
ACTUAL
13.6',
NEOUIRED XINII'UT
I.ENGTH
F2uj
=!,1oGoIL
=||l
ar
NUMBER ANO
stzE I #8'$
BAR ISNGTH
13.0'
nEs 3 #4s@ TOP
#A's (d 2A'
PLUMSNESS
OK
SHEAR FINGS
NONE
ulF
tr,Go
8o
THEORETICAL
3.9
ACTUAL
4.O
WATER
NONE
SUPPORTING
STEATUll
BEDROCK
SANDSTONE
SIDES
ROUGHENEO YES
REPFESENTATIVE: JEFF BRAUN REVIEWED BY: JOFIN MFCHLING. P-E.
5'S,HI'=EPS',*rrt^r,o,
cuENr:6J1y MARKET FooD & pFtARtvtAcy
P. O. BOX 729
GRAND JUNCTION, CO 81502.0729
GENEML CONTMCTOF:
DRILLING CONTRACTOR:
NUMSER ANDTYPE oF RIGS: l'l CRANE WfFl DRILL
coNcRETE suPruER: B & B EXCAVAilNG
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
DArE: 06/1 3/96 JoBNUMBER: O1834
REPORT NUMBER: rA SHEET r oF D
PRoJECT:VAII COMMONS VlttAGE
VAIL, COTORADO
CONCRETE TESTING
CTL N OTHER:
NUMBER OFTESTS: I
sPEclFtED srFENGTll: 3000 PSI
SPECIFIED SLUMP: 6-8
RANGE OF FIELD SLUMP: 6-8
REINFORCEMENT
]lE AND PLACEMETT 8Y:
GENERAL
COIITRACTOR I.J
suBcoNrRAcToB I
WEATHER
SUNT{Y
DRILUNG 'y-rCONTRACTOB ,T-J
PROGRESS REPORT
DRILLING RAIE AT BEDROCK ON 8.4/N. WALL WAS 0.5 FEET FOR 25 MINI'TES. TOTAL IIME ON 8,4/N. WALI
WAS 4 HOURS & 30 MINIMS. DRILLING RATE AT BEDROCK ON C. I /N. WAIL WAS 0.4 FEET FOR I 5 MINIMS.
IOTAL TIME ON C,1/N. WALI WAS 3 HOURS & 30 MINI'TES.
FULL TIME OBSEE/ATION
ONCALL OBSEFI/ATION
tr
D
#
27429 - i
tP
BFit?EB 3'"" ,*rro?o ,o*
PFoJEcr: vArL coMMoNs vrttAGE
OATEOF JOBDRILLING: 06/lEg^ NUMBEF:
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
REPORTNUMBER: lA SHEET t OF ,
PIER NUMBER 8.4/N.WALL C.I/N.WALL
DATE OF CONCRETE
nA/l a/oA nA/ t t/oA
PIER DIAMETER
,1/( n.aA n!
zo
|rlJlr
GROUND
SURFACE 70-50 n 7050 n
TOP OF PIER
7959 (l 7959 0
BOTTOM OF PIEF
7942.0 79A5.5
PI.ANNED ELEVATION
OF BEDROCK
ACTUAL ELEVAT]ON
OF BEDROCK 7AA3 A 70d.q o
DEPTH OF
OVERAURDEN l5 A',la I
zo
t
,
G
REOUIRED 5n'5n'
ACTUAL n5,n/l,
TOTAL DEPTH
DRILLED l.l I 1.1 5'
DEPTH TO TOP OF
CONCRETE o.o'o,o'
tFoz
5
PI.AIINED
ACTUAL Iti I l.i 5'
REOUIREO TN Ul|
I,ENCTX
Fzlrt-!l
PoI-zTIE
I'IUIIBER AND
slzE I #8's 8 #8',s
BAR LENGTH l5 r5'l3 0'
TIES 3 #4s@ TOP
#
^'s
(d 2A'
3 #4s@f TOP
*A'3 6) 2A'
PLUMANESS
OK OK
SHEAR RINGS
NONE NONE
tll
|ll
Go
6(,
THEORENCAL
4.6 3.9
ACTUAL
5.O 4.3
WATER
NONE NONE
SUPPORTING
STRATUII
sEDROCK
iANDSTONF
BEDROCK
SANDSIONF
SIDES
ROUGHENED YFS YFS
REPRESENTATIVE: JFFF BPAUN REVIEWED BY: JOHN MECHLING P-E
5tlf'trFi'T'*rril^r,o*
cLlENr:C[y MARKET FOOD & pFtARMACy
P. O. BOX 729
GRAND JUNCTION. CO 81502-0729
GENEML GONTMCTOB:
ORILLING CONTRACTOR: .(lGGlNs
NUMBER AND TYPE OF RIGS: @
coNcRETESUPPLIER: B & B EXCAVAilNG
CTLiTHOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
DATE: e6/14/?6 JOBNUMBER:Ol€34-
REPORT NUMBEF:
--f+-
SHEET I oF
-:-
PRo.JECT:VA|I COMMONS VlttAGE
VAIL. COTORADO
CONCRETE TESTING
CTL fl OTHER:
NUMBEB OF TESTS: I
SPECIFIED STRENGTH: .lnon PSI
SPECIFIEO SLUMP: .(.4
RANGE OF FIELO SLUMP:
REINFORCEMENT
TIE AND PLACEMENT BY:
GENERALCONTBACTOR LJ
suBcoNrRAcToF D
WEATHER
DBILUNG
CONTRACTOR fl
SUNNY - RAIiIY AFTERNOON
PROGRESS REPORT
TOTAT rME ON C.s/N. WAu. WAS I HOURS.
FULLTIME OBSERVATION
ON.CALL OBSERI/ATION
n
D
LP
BF,"8EB 3't=" ,"*rot ,o*
PRoJEcr: vArt coMMoNs vrLlAGE
OATEOF JO8
oRtLLf NG: nq14l9^ NUUBER:
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
REPORTNUHEER: 17 SHEET ,1 OF 2
PIER ilUM8ER c.5/N.WAtr
DATE OFCOI{CRETE
o6t1At96
PIER DIAIIETER
35.O1
zI
5
||,
GROUND
SURFACE 7054 n
TOP OF PIER
7959.O
BOTTOH OF PIEF
7930_5
PI.ANNEO ELEVATION
OF BEDROCK
ACTUAL ELEI'ATION
OF EEDROCK 7939.8
DEPTH OF
OVERBURDEN 19.2',
!i
EIIJ!
REOUIRED
5.0'
ACTUAL o.3'
TOTAL DEPTH
ORILLEO l0 5'
DEPTH TO TOP OF
CONCRETE o.o'
Eo2
5
PIANNED
ACTUAL
19.5',
NEOUIRED [INITUII
LENOTH
FzulEulIo
=ltc
ruHBERAND
s[rE 8 #8's
BAR LENGTH
0.0'
TIES 3 #4s@ TOP#ts(A2t
PLUI'BNESS
OK
SHEAR RINGS
NONE
rJF!J
.Eo
f;
THEORETIGAL
5.6
ACTUAL
WATER
NONE
SUPPORT]NG
STRATUII
BEDROCK
SANDSTONE
SIDES
ROUOHENED YES
BEPFESENTAWE: JFFFBPAIJN BEVIEWED 8Y: JOHN MECHLING P-E
B5'HffFPtr,r"roilr,o*
cuEyr: CJIY MARKET FOOD & PHARMACY
P. O. 80X 729
GRAND JUNCT|ON. CO 81502-0729
GENEML GONTRACTOR:
DRILLING CoNTRACToR: COGGINS
NUMBER AND ryPE oF RrGs: I t 9!4!l w[! D!!!l
coNcRErE suppuen: B & B EXC. / ROARING F9!!
CTLiTHOMPSON, INc).
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
o183,DArE: 06/15/96 JoBNUMBER:
REPORTNUMBER: 18 SHEET
pRoJEcr: VAlt COMMONS VIL[AGE
loFz
Jtiti ,r 8 isytt
Ii,t'v"C0Mlt4 :;i
REINFORCEMENT
TIE AND PI.{CEMENT BY:
GENERAL T-lCONTRACTOB I'J
suecoMrnAcron n
WEATHER
ctouDY - RAltry
DHILUNG X'-rCONTRACTOR LJ
CONCRETE TESTING
cn- E orHER:
NUMBEROFTESTS: ]
SPECIFIED STRENGTH:3000 Psl
SPECIF|ED SLUMP: 6'8
RANOE OF FIELD SLUMP:
T6flPffiFEi19lR.1t^, ** s HouRs & 30 MrNnrEs. ToTAr rME oN r/3 wAs 3 HouRs & 30
MINI'TES. TOTAT NME ON A/3.5 WAS 3 HOURS.
FULLTIMEoBsEn'vmol fl
LP
oN-cALL OBSERVATON tr
B=,i.?EB 3," *, *rro?^r, o *
PRO.'ECT:
DATE OF
VAIL COMMONSVILIAGE
DRILLING: 06/15196
JOB
NUMBER: n I A?/i
CTLITHOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
BEPORTNUMBER: l8 SHEET 2 OF ---2-
PIER NUHBER A.7/N.WALT N3 A/3.s
OATE OF CONCRETE
nA/I .q/oA nAl15/oA nA/lqtoA
PIER OIAIIETER
aA n.14 n.tA nr
zIF
rlJlrl
GROUNO
SI'RFACE 70qo n 70-5n n 70(n n
TOP OF PIER
7050 n 7055 (]705.6 n
BOTTOII Of PIEF 70F A 70la n 70it3 a
PIANNED ELEVATION
OF AEDROCK
ACTUAL ELEVATION
OF BEDROCK 704, a TAAA I 79tA 1
DEPTH OF
OvERBUROEN A1 1.1 0'l3 0'
aoEIFlrlagl
A
REOUIRED
-q n,5n,qn'
ACTUAL
n,/|l nl o,
TOTALOEPTH
DRIIIED ARI l, n,t, I
D€PTH TO TOP OF
CONCRETE nn'-?,n'- an'
It-oz
5
PIANI{ED
ACTUAL
AR'ln'
NEOUIRED UINIIIUI|lNOfi
Fzql.trloGo&
=rlE
NUMBERAI.IO
slzE A 4A's A #A's A *A's
BAR LENGTH 6(]'I O.5'rn q,
nEs 3 #4s@ TOP
*A's (A) tA'
3 #4s@ TOP
*/l'< tA
'A.
3 #4s@ TOP
:EA'< (a 2A'
PLUI,ISNESS
r)K c)K C)K
SHEAR RINGS
NONF NONF NONE
ultsulco
6
THEORETICAL la 32 32
ACTUAL
2.2 3.8 3B
WATER
NONF Nr)NF Nr)NF
SUPFORTING
STRATUM BEDROCK
qANNqT')NF
BEDROCK
CANNqT6NF
EEDROCK
SANNSTONF
SIDES
RC'UGHENED vFs vEq
REPRESENTATIVE: TFFFRPAIIN REVIEWED 8Y: -l(\l.lN MFCI{I lNG. P F
5t=''3trFiSi*rrf,^r,o*
CLIENT: C]IY MARIGT FOOD & PHARfvIAcY
P. O. BOX 729
GRAND JUNCT|ON, CO 81502-0729
CTL'THOMPSON, INC.
CCNS I..JLT ING GEOTEC H N ICAL
AND MATERIALS ENGINEERS
nrnt,rDATE: 06y'17/96 JoB NUMBER:
REPOF|T NUMEER: TO SHEET
PRo.,Ecr: VAII COMMONS VltlAGE
VAIT, COLORADO
loF2
GENERAL CONTMCTOR:
DRILUNG coNTMcToR: COGGINS
NUMBER AND rYPE oF RIGS: I I CRAI{E WIH DRI|L
coNcRETE suPPuEn: B & B EXCAVATING
REINFORCEMENT
TIE AND PTACEMENT BY:
GENERAL
CONTRACTOR I-I
SUBooNTRACTOB !
WEATHER
SUNt.TY
DRILUNG s'rCOI{TRACTOR EJ
CONCRETE TESTING
6TL K OTHER:
NUMBEA OFTESTS: I
SPEGIFIEDSTRENGTH: 3000 PSI
SPEGIFIED SLUMP: 6-8
PROGRESS REPORT
TOTAL T|ME ON A/4 WAS I HOUR & 50 MtNt rEs.
WAS I HOUR & 30 MINI'TES.
FANGE OF FIELD SLUMP:
TOTAT TIME ON
'/5
WAS 2 HOURS. IOTAT IIME ON A/5.5
FULLTIME OBSEF'VATION
ON-CALL OBSER1r'ATPN
n
t-l
tP
BEf.?EB 3'8", *.rt^r, o *
PFoJEcr: vA[. coMMoNs vTLLAGEOATEOF JO8DRfLtfNG: O6tl7tg6 NUMBER: Olg34
CTL,THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
REPORTNUMBER: lo SHEET .l OF
PIER I{U[IBER
!^t/i a/(a/t (AIA
OATE OF CONCRETE
nAtl'r roA nAll T toA NAilTIOA nA/lTtOA
PIER DIAIIETER
-11{ n.1,( nl ?A n.?.,A nr
zIF
||J-ttrl
GROUND
SI'RFACE 7050 rr 7050 n 7050 n 7050 n
TOP OF PIER
70.60 n 70-60 n 70qo n 7050 n
AOTTOII OF PIER
70a7 0 7941 7 TQAA 1
.,OAA O
PI.ANNED ELEVATION
OF SEDROCK
ACTUAL ELEIIATION
OF EEOROCK TOAA A 7AA' n 70AA t 'tol( 1
OEPTH OF
OVERBURDEN ln 7't7 n'1A A'l? o'aoFt,
I
REOUIRED
5n,5n'-6 n'-6 n,
ACTUAL
n,f,'na'nt nt,
TOTAL DEPTH
DRILLEO l7 3'ld 0'1A 1
OEPTH TO TOP OF
CONCRETE no'oo'nn,nn'
Eo2
5
PLAilNED
ACTUAL
t7 a'l, o'li 1
REOUIFEO MMTUH
t€Nolll
F2lu-lllocot!z
ul
at
NUMBERAND
slzE 8 #8's I #8',s 8 #A's I #8's
AAR LENGTH
ln 3,lA q'l3 a'l, n'
TIES 3 #4s@ TOP
1 *A t6t
'A.
3 #4s@ TOP
1 4A ra tl.3 #/h@ TOP
1 :tA t;) tAr
3 #4s@ TOP
7 *tl /;'\ tA.
PLUMENESS
OK OK c)K 6v
SHEAB RINGS
NONF NC)NF N()NF N'1NF
lrlF
tr,l
ac()
6o
THEORETICAL
3.2 5f.|AA AI
ACTUAL
ao 5n AA A
WATER
NONE NONF Nr)NF Nr)NF
SUPPOFTI G
STFATUM IEDROCK
iANNST6NF
BEDROCK
SANDSTONF
BEDROCK
SANl-\qTf.tNE
EEDROCK
qANNqTI.tNE
stoEs
ROUGHENEO
vF_q vFq vFc vEc
REPSESENTATIVE: IFFF nDAItN REVIEWED BY:JOHN MECHLING. P.E.
5t1"?trBitr'*.r0^r,o*
cuENr: CtIy MARKET FOOD & pFlARtvtACy
P. O. BOX 729
GRAND JUNCT|ON, CO 8l 502-0729
GENERAL CONTMCTOR:
DRILLING coNTRAcToR: COGGINS
NUMBEB AND TYPE oF RIGS: l'l CRANE WITH DRILL
coNcRErE SUPPLIER: B & B EXCAVAIING
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
DATE: 06/18/96 JoBNUMBER: Olgg4
REPORT NUMBER: t^ SHEET r OF
PRoJECT: VAIL COMMONS VILIAGE
VAIL, COLORADO
CONCRETE TESTING
crL m orHER:
NUMBER OF TESTS:
SPECIFIEDSTRENGTH: 3OOO PSI
SPECIFIED SLUMP: 5-8
RANGE OF FIELD SLUMP:
REINFORCEMENT
TIE ANO PLACEMENT BY:
GENEML r-lCONTRACTOF IJ
suBcoNrRAcroR !
WEATHER
SUNTfY
DBILIING F'l
COT.ITBACTOR EJ
PROGRESS REPORT
A/I WAS FIRST DRILIED ON 06-06-96 TO A DEPTH OF 4 FEET, AND IHE COMRACTOR WAS GOING TO PLACE
GRADE BEAM ON BEDROCK. BEDROCK WAS DISCOVERED TO BE DEEPER ELEVATION AND THE PIER WAS
RE.DRITLED TO A DEPII.I OF 9.1 FEET. TOTAL TIME ON I/2 WAS I HOUR & 30 MINI'TES. TOTAL TIME ON
c/3 wAs 2 HOURS.
FULL TIME OBSEB/ATION
ON-CALL OBSEFr'ATION
n
D
LP
BF,"'?EB 3,E" ^.'fr^'oNPRG'Ecr: vArt coMMoNs vru GE
DATE OF JOBDRlLLl c: 0^/lg/96 NUmBER: Olg3,
CTLiTHOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
FEPORTNUllsER: 20 SHEET 2 Ot _A_
PIER NUTBER
N1 N2 c/3
DATE OF COI{CRETE
06/l a/06 06/18/Art r|AllAtoA
PIEB D!AI'ETER
36_O.36.O.35 0'
zIF
utJ
|ll
GROUND
SURFACE 7959 0 7950 n 7061 n
TOP OF PIER
79-50 n 7959 n 706r n
BOTTOU OF PIEF
7949 I 79AA A 705n I
PIANNED ELEVANON
OF EEOFOCK
ACTUAL ELEVATION
OF BEDROCK 79A9.9 7945 0 795n A
DEPTH OF
OVERSURDEN 9l l4.o'10 2'
6
s
6t
C
REOUIREO
5.O'5.0'50'
ACTUAL
o.o'o9'oo'
TOTAL OEPTH
DRILLED 9l 1A 2'to t'
DEPTH TO TOP OF
CONCRETE oo'o.o'on'
Foz
5
PI.AIINED
ACTUAL 9l 14.2'1o.2'
REOUIBED IIIMIUII
ITNOIH
Fzut-
r|'|(,EoltzulG
NUMBEB AND
slzE I #8's I #8',s 8 #8's
BAR LENGTH
R''l3,o'oA'
nEs 3 #4s@ TOP
1 ;tA 6t tA.
3 #4s@ TOP
1 ;tA 6) tA.
3 #4s@ TOP
1 4i r;r at.
PLUMBI{ESS
OK OK c)K
SflEAR RINGS
NONE NONE NONE
trlFt!
.Eo
6o
THEORENCAL
2.6 4.I 2.9
ACTUAL
3.0 4.5 3.0
WATEB
NONE NONE NONE
SUPPORTINO
STRATUII SEDROCK
iAT{DSTONE
BEDROCK
SANDSTONF
EEDROCK
SANDSIONF
stoEs
ROUGHENED YIS YF^S YF.q
REPRESENTATfVE: IFFFRPAIN REVIEWED BY:JOHN MECHL I I.'IG P.E.
FTELD REPORT o
DRILLED PIER INSTATTATION
CLIENT: ctIY MARKET FooD & PI{ARMACY
P. O. BOX 729
GRAND JUNCT|ON, CO 81502-0729
GENEML GONTMCTOR:
ORILUNG CoNTBACTOR: COGGINS
NUMBER AND rYPE oF RIGS: I ) CRANE WITH DRILL
coNcRErEsuPPuER: B & B EXCAVAING
PROGRESS REPORT
TOTAL TIME ON D/3 WAS 3 HOURS. TOTAI NME ON A/6 WAS I
wAs 3 HOURS.
c)TLiTHOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
DArE: 06/1 9/96 JoB NUMBER : O I 934
REPOBT NUMBER: 41 SHEET r OF __..-*-
PRo.,Ecr: VAIL COMMONS VILLAGE
vAtL. cot oRADo
CONCRETE TESTING
CTL M oTHEB:
NUMBEFOFTESTS:1
SPECIFIED STRENGTH: 3OOO PSI
SPECIFIEDSLUMP: 6-8
MNGE OF FIELD SLUMP:
HOUR & 45 MINI,JTES.TOTAI TIME ON I/7
REINFORCEMENT
TIE AND PIACEMENT BY:
GENERAL
CONTBACTOR I.J
suEcoNTMcroR !
WEATHER
SUNl.lY
DRILUNG rv-lCONTBACTOR IAJ
FULL TIME OBSERVATION
ON.CALL OBSERVATION
m
u
LP
RECORD OF a
DRILLED PI ER I NSTAI'I.ATION
PRqlEcr: VA1 COMMONS VtttAGE
DATEOF JOBDRfLUNG: 06119196 NUUBER:01834
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
REPORTNUUBER: 2l SHEET ? OF ^
PIER NUIIBER
Di3 N6 N7
DATE OF COI{CRETE
o6n9t96 06/19t96 o6t19t96
PIER OIAUETER
48.0'36.0'36.0'
zI
ltlJtrr
GROUND
SURFACE 796r.0 7959.0 7959.0
TOP OF PIER
7961.0 7959.0 7959.0
BOTTOII OF PIEF
7952.2 7949.7 7944.5
PI-AI'INED ELEI/ATION
OF EEDROCK
ACTUAL ELEVATION
OF BEDROCK 7952.4 7949.9 7945.O
DEPTH OF
OVERBUAOEN 8.6'.9.1 14.0'
ao
tF
z
c
REOUIREO
5.0'5.0'5.0'
ACTUAL
o.2'o.2'o_5'
TOTAL DEPTH
DRILLED 8.8'9.3'14.5'
DEPTH TO TOP OF
CONCRETE 0.0'0.0'o.0'
Fo2
5
PI.AI{NED
ACTUAL
E.8'9.3'14.5'
FEOUIREO IIINIIIUM
I.ENOlH
F2lltU(,coIL
=ul
G
I'IUHBER AND
stzE I #8',s I #8's I #8'.s
AAF LENGTH
7.4'8.0'13.5'
nEs 3 #4s@ IOP
1#4@24'
3 #4s@l TOP
1#4@24'
3 #4s@ TOP
1 #4 (A 24.
PLUIIBNESS
OK OK OK
SHEAR RII{GS
NONE NONE NONE
TI
u,
.Eo
6o
ITIEORETICAI
4.4 2.6 4.2
ACTUAL 5.0 3.3
WATEA
NONE NONE NONE
SUPPOTTINO
STRATUil
BEDROCK
SANDSTONE
EEDROCK
SANDSTONE
BEDROCK
SANDSIONE
SIDES
ROUGHENED YES YES YES
REPRESENTATIVE: JEFF BRAUN REVIEWED BY:JOHN MECHLIl\lc, P.E.
5'5't? JotFBBt * rrl*r, o *
cLlENr: 6Jry MARKET FooD & pt|.ARMAcy
P. O. 80X 729
GRAND JUNCTION, CO 81 502.0729
CTLTTHOMPSON, tNC.
CONSULTING GEOTECHNICALAND MATERIALS ENGINEERS
DArE: 06/21/96 JoBNUMBER:01834
REPoRT NUMBER: 23 SHEET I oF 3
PRoJEGT: VAIL COMMONS V|LIAGE
VAIT, COLORADO
CONCRETE TESTING
crl E oTHER:
NUMBER OFTESTS: I
SPECIFIED STRENGTH: 3000
SPECIFIED SLUMP: 6-8
FANGE OF FIELD SLUMP:
GENERAL CONTMfiOR:
oFILLING CoNTMCToR: COGGINS
NUME€R ANo TypE oF Rtcs: 2l CRANES I 13l OO WATSON
REINFORCEMENT
NE ANDPTACEMENTBY:
GENERAL
COT.ITRACTOR
SUECONTBACTOR
WEATHER
PROGRESS REPORT
TOTAL NME ON G.I/3 WAS I HOUR & 30 MINUTES. TOTAL TIME ON I/7.5 WAS 2 HOURS. TOTAT TIME ONH.l/l .9wAS I HOUR & 45 MtNt[ES. TOTAT T|ME ONrytO wAs 2 HOURS & lO MtNlnEs. ToTAtT|ME ONG/I,5 WAS I HOUR & 25 MINI'TES. PIERS IV8.5, A/9 AND A/I0.5 WERE DRILLED TO REFUSAL, GREGWTH CITY MARKET MADE THE DECISION TO PLACE CAGE AND POUR CONCRETE.
ntr
n
ORILUNG
COiTTRACTOR
FULL TIME OBSERIr'ATION
ON.CALL OBSERr'ATION
B
tr
tP
SF|'?EB 3''=
",
*"r0^r, o *
PFo'JEcr: vAlL coMMoNs vtLtAGE
DATEOF JOBDRTLLING: o t21l9t, NUMEEF: 01834
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
REPORT
NU EER: ?3 SHEET 2 OF 3
PIER NUIIBER G.l/3 l/9.5 H.l/1.9 I/10 G/r.5 r/8.s
DATE OF CONCRETE
o6t21t96 06l2v96 o6t2t t96 o6t?t t96 116t2t t96 0612t toA
PIER ONHETER
48.O'36.O.48.0'36.O'48.O'36.0'
zoF
lrlJu
GROUND
SURFACE 7956.O 7959.O 7956.O 7959.O 7956.O 7959.O
TOP OF PIER
7956.0 7959.0 7956.O 7959,O 7956.0 7959.O
BOTTOM OF PIEF
7944.7 7946.9 7947.2 7945.4 7946.1 7954.9
PI.ANNED ELEVATION
OF AEDFOCK
ACTUAL ELEVATION
OF BEDROCK 7944.9 7947.1 7947.2 7946.O 7946_2 7954.9
DEPTH OF
OVERBURDEN 8.8't 3-o'9.8'4_l2
t,
c
REOUIREO
5.0'5.0'5.0'5.0'5.0'5.0'
ACTUAL
o.2'o.2'0.0'o6'ot o.o'
TOTAL DEPTH
DRILLED l3'12 1 88'l3 6'9-9'4l
DEPTH TO TOP OF
CONCRETE o,0'0.o'o.0'0.o'o.o'
IFoz
3
PT.ANNED
ACTUAL l3'12.1 8.8'13.1'9.9'41
FEOUIRED TIIiIIIIUX
LENCTH
IIUMBER ANO
stzE l2 #8's I #8's l2 #8's I #8's l2 #8's I #8's
BAF LENGTH
1.0'1.5'8.3'13.5'9.5'3.9'
TIES 3 #4s@ IOP
1#4@24'.
3 #4s@ TOP
1#4@24'
3 #4s@ TOP
| #462t 3 #4s@ TOP
1 #A (A 2A'
3 #4s@ TOP
1 *A (A 24.
3 #4s@ TOP
1 *t (a 24.
PLUMENESS
OK OK OK OK OK OK
SHEAR RINGS
NONE NONE NONE NONE NONE NONE
utFulco2oo
THEORETICAL
5.8 3.5 4.5 3.9 5.1 1.2
ACIUAL
6.0 3.5 5.2 4.0 5.8 3.5
U'ATER
NONE NONE NONE NONE NONE NONE
SUPPORTING
STRATUU
BEDROCK
SANDSTONE
BEDROCK
SATIDSTONE
BEDROCK
SANDSTONE
BEDROCK
SANSTONE
EEDROCK
SANDSTONE EOUtDER
SIDES
ROUGHENEO YES YES YES YES YES YES
REPRESENTATME: JEfF BMUN REVIEWED BY JOHN MECHLING. P.E.
3Ff'?EB 3'E*, **rf,^r, o *
PRo'lEcr: vArL coMMoNs vlLtAGEDATEOF JOB
DRlLuNc: _____O6;Al+96__ NUMBER: Olgg4
CTL/THOMPSON, INC.
CONSULIING GEOTECHNICAL
AND MATERIALS ENGINEERS
REPORT
NU BER: .'. SHEET a OF e
PIER NUIIBER N9 t/10.5
OATE OF CONCRETE
NAICl IOA n.Attl toA
PIER DIAIIETER
aA n.1A n.
zo
F
uJrl
GROUND
SURFACE 70to n 7040 n
TOP OF PIER
70RO n 70qo n
BOTTOII OF PIEF
7('8 F, n toq? (
PIANNED ELA/ATION
OF BEOROCK
ACTUAL ELEVATION
OF BEDROCK 705q n 70qt q
DEPTH OF
OVERBURDEN an'55'
zo
Ft
z!,A
REOUIREO 5n,5n'
ACTUAL nn'nn'
TOTAL DEPTH
DRILLED Ar1'tR'
DEPTH TO TOP OF
CONCRETE nn'nnl
IF0z
5
PLAI{NED
ACTUAL
an'q4'
FEOUIBED TflNHU
IIMIIH
Fzlr,E!loGoL
=|r,1E
NUIIBER AND
suE A #8'c 8 #8's
BAR LENGA tn,5n'
TIES 3 #4s@ ToP
1 4U tA tA.
3 #4s@ IOP
1 4A t^\ ".
PLUMBNESS alr ot(
SHEAR RINGS
N.)NF NI]NF
IIF!l
E.ozoo
THEOFETICAL 1t IA
ACruAL
.1 5
WATER
Nr)NF Nc)NF
SUPPORTINC
STRATUH Rrv I hFD no t DFp
SIDES
ROUGHENED vte vEe
REPRESENTATIVE: JEEF BRAUN REVIEWED BY: JOHN MECFrLltlG, p,E,
FIELD REPORT
DRILLED PIER INSTNATION
CLIEI..IT: cJry MARKET FooD & PFiARMACY
P. O. 80x 729
GRANDJUNCnoN, co 81502-0729
GENEML CONTRAGToR: CTIY MARKFT
DRILUNG coNTRAcToR: COGGINS & SONS
NUMBER AND rypE oF FtGs: lJ 3l OO WATSON I ) CRANE
coNcRETE sUppUER: B & B EXCAVATTNG
REINFORCEMENT
TIE AND PTACEMENT BY:
GENER/qL
CONTRACTOR
SUBCONTRACTOR
WEATHER
!
I
ORILLING
CONTFACTOR f,,J
CTL,THOMPSON, INC.
CONSULT]NG GEOTECHNICAL
AND MATLRIA-S ENGINEERS
DArE: o6l22lgb JoB NUMBER : €1334-_-_
FEPORT NUMBER: Z,l SHEET I OF _+_
PBoJECT: VA|L COMMONS VTLLAGE
vAtt, cot_oRADO
CONCRETE TESTING
CTL A OTHEB:
NUMBEB OF TESTS:
SPECIFIEO STFENGTH: 3OOO
SPECIFIEO SLUMp: 5-8
RANGE OF FIELD SLUMP:
PROGRESS REPORT
PIERS AT GRIDTINE I.OCANOIIS-A/] I.5, F/3 AND E/5 WEiE COMPLETED DURING TODAYS VSr. PERS WEREDRlttED tHRouGH ovERBURDEN sotli corvsrsrrr,rl'61 sAND, onnwr, c6sire iruo nocr ustNc AUGERs ANDcoRE BARRELS To REFUsAt-occuRRED' rer'rpom-nv-caslNc wAs rrusimitoio pREVEM cAVTNG oF sorLsDURING DRILLING' No GRouND wATen wns ellc6uMERED. sonoM oi prrniwene cLEANED pRroR TocoNcRETE PI CEMEM' RElNroRcEMEr'n uslNimrED rN prERs As pER pr.ANs AND wAs sEr ANDSUSPENDED 3 lNcHEs EEtow BoJToM or eiiniiwiilortr_ustNc DRru. Rrcs ANo/oR FoRK LIFT DURTNGcoNcREIE PIACEMENr' A-|{R9E artaoum oi n-oci wns er.rcour'niniJ -oun'r-r..ja
AnEMpTs To DRr_r. prERs ATGRIDr-lNEs
^/r2, N12.5 AN_?.41L4 fT GnaoelniviribN 7e5e.o) rr.r rii-s-owiacsT coRNER oF THEilBli.iXti?ff+ffiwrH cny r4ARrcirNi'6:nirii us THEv pr.AN ro extrveri RocK rN rHF AREA AND
t
FULL TIME OBSERVATION
ON.CALL OBSERVATION
n
D
t_P
MAN BARTO
BE|'?EB 3,'.', *"ro?^r I o N
PRoJEcr: vAlL coMMoNs vrLtAGE
DATEOF JOBDRfLLfNG: nq?4a6 iuuaen: ntesa
CTL/THOMPSoN, INc.
CONSULT ING GEO] ECHNICAL
AND MATERIALS ENGINEERS
REPOHTNUMBER: 2d SHEET 2 OF O
PIER NUMBER ,/r l.s Fl3 El5
DATE OF CONCRETE
06t22t96 o6t22196 o5D?taA
PIER DIAIIETER
36.0'48.0'48.0'
zo
F
lrlJ
l|J
GROUNO
S{.lRFACE 7959.0 7961.0 7961 .O
TOP OF PIER
7959.0 7961 .0 7961.0
EOTTOII OF PIER
7951.8 7951.3 7949.O
PIANNED ELEVATION
OF EEOROCK
ACTUAL ELEVATION
OF BEDROCK
7951 .8 795r.3 7949.O
DEPTH OF
OVERBURDEN 7.2',9.7't 2.0'ao
F
Ez
G
REOUIRED
5.0'5.0'5.0'
ACTUAL
0.0'0.0'0.0'
TOTAL DEPTH
DRILLED 7.2'9.7'12.O'
DEPTH TO TOP OF
CONCFETE 0.0'0.0'0.0'
-Foz
5
PI.ANNEO
ACTUAL
7.2',9.7',12.0'
REOUIFEO MINIUUr|
ENOfi
F2gl
=ulocotl-z
ut
G
NUMBER AND
stzE I #8's 12 #8's 12 #8's
BAR LENGTH
6.g',9.4'1.7'
nEs 3 #4s@ TOp
#4's @ 24'
3 #4s@ TOP
#4's@24,
3 #4s@ TOP
#4's @ 24'
PLUMBNESS <3 <3 <3
SHEAR RINGS
NONE NONE NONE
lr|
lllEozoo
THEORETICAL
1.8 4.6 5.5
ACTUAL
2.O 5.1 6.1
WATER
NONE NONE NONE
SUPPORNNG
STFATUTI TOUI-DER BOUTDER EOUtDER
SIDES
AOUCHENED YES YES lEs
REPRESEMATIVE: MATT BARTO REV|EWEO By:JOHN MECFT_I}.|G, P.E.
5'-'''Lff Fi'81*rrf^r,o*
cllENr:cJry MARKET FooD & pHARVlAcy
P. O. BOX 729
GRAND JUNCTION, CO 8i 502-0729
CTLiTHoMPSoN, INc.
CONSULTING GEOTECHNICAL
AND VATLRJALS ENGINEERS
OATE: \AI)A/oA JoB NUMBER : oI 83d
REPORT NUMBER: o.q SHEET I oF 3
PRoJECTVAIL COMMoNS VILLAGE
VAIL, COTORADO
CONCRETE TESTING
crl I orHEB:
NUMBER OF TESTS: I
sPEcrFrED sraEllcrH, 3000 PSI
SPECIFIED SLUMP: 6-8
RANGE OF FIELD SLUMP:
GENEML CONTMCTOR:
)cn
D
E
I
NUMBER ANo rYpE oF Btcs: 2l!!ANEt _UWAISON 3t OO
RElNFORCEMENT
TIE AND PLACEMENT BY:
GENERAL
CONTRACTOR
SUBCONTMCTOR
WEATHER
PROGRESS REPORT
PIERS I/12 AND I 4/A'5 WERE DRltLED TO REFUSAT ON l RcE RoCKS. GREG FROM cW tvtARKET cALTEDREFUSAL AND MADE THE DECISION TO PI-ACE A CAGE AND POUR CONCRETE. rOrru NiUE ON E/6 WAS 3 HOURSAND 30 MINI'TES. TOTAL TIME ON E/7 WAS 3 HOURS. DRILLING RAIE WAS SI.OW FOR EI7 DUETO I.ARGEROCKS. TOTAT T|ME WAS 4 HOURS ON l4lc1.5. DRil.UNG RATE WAS SIOW FOR l4lct.5 DUE IO A 2 HOURCRANE BREAKDOWN' TOTAT TIME ON V8 WAS I HOUR AND I 5 MINUTES. TOTAL TIME ON I/12.6 WAS I HOURAND 45 MINIJrES. TOTAT TIME ON A/I2 WAS 4 HOURS AND 30 MINIJTES. TOTAT iME ON I4lA.5 WAS 5HOURS.
FULL TIME OBSERVATION
ON.CALL OR9ERVATION
DBILUNG
CONTRACTOR
JEFF ERAUN
tP
SF|'-?EB 3,8" ,*"ro?^ ,o*
PRolEcr: vAtL coMMoNs vlttAGE
DATE OF JOA
DRfLLf Nc: n6l,\^/a& XUUgen: nl8aa
CTL/THOMPSON, tNC.
CONSULI ING GEOTFCHNICAL
AND MATERIALS ENGINEERS
REPORTNUIIBER: 45 SHEET ? OF 3
PIER I{UMBER
Et6 Nt2 t4lc1.5
o6124t96
l4lA.5
o6t2at96
Et7 E/8
DATE OFCO CRETE
06124t96 o|6124t96 OADAIOA alAltA t6a
PIER OIAIIETER
48.0'36.0'36.0.36.0.48.0'48.0.
zo
tuJtu
GROUNO
ST,FFACE 7961.0 7959.0 7959_0 7959.O 70Ar n 70al n
TOP OF PIER
7961.O 2959.0 _-J959.O 2959.0 7961 .O 796t n
BOTTOII OF PIEF
7950.6 7952.1 7949.5 7953 n 70qt A toc'" r)
PLANNEO ELEVATION
OF BEOROCK
ACTUAL ELEVATION
OF BEDROCX z9sl.0 7952.1 7949.8 705.1 n 70ql r 1.fEa t
OEPTH OF
OVERBUROET{10.0'6.9'9.2',6.0'9.2',8.6'a
F6a
A
REOUIREO
5.0'5.0'5.0'5.0'5.0'5.0'
ACTUAL
0.4'nn'0.3'0.0'o.2'o.2'TOTAL DEPTH
ORILLEO 10.4'AO'9.5',6.0'9.4'8.8'DEPTH TO TOP OF
CONCRETE o.0'0.0'0.0'0.0'0.o'0.0'
I
o2
5
PI.ANNED
ACTUAL
10.4'6.9'9.5',6.0'9.4'8.8',
FEOUIREO MINIMUM
LENOIX
2||l
=ulo(rotl.
=trl
a(
UUEER AND
stzE l2 #8's 8 #8's I #8's 8 #8's 12 #8's l2 #8'
BAR LENGTH
10.0'6.5'9.0'5.8'9.O'8.5'
TIES 3 #4s@ TOP
1#4@24.
3 #4s@) TOP
1#4@24.
3 #4s@ TOP
1#4@24.
3 #4s@ TOP
| #4@24.
3 #4s@ TOP
1#4@24'
3 #4e@tIOP
| #462t'
PLUIIBNESS
OK OK OK OK OK OK
SHEAR EINGS
NONE NONE NONE NONE NONE NONEulF
!J
|Iozoo
THEORETICAL
5.3 2.O 2.7 1.7 4.8 2.5
ACTUAL
5.8 3.5 3.3 2.O 5.0 3.0
WATER
NONE NONE NONE NONE NONE NONESUPPORTING
STRATUTI
BEDROCK
SANDSTONE BOUTDER
EEDROCK
SANDSTONE BOULDER
BEDROCK
SANDSTONF
BEDROCK
SANNCTANE
SIDES
ROUGHENED
YES YES YES YES YES YES
BEPRESENTATIVE: JEFF EMUN REVIEWED BY: JOHN MECH|ING. p.E.
BFi'?PB 3,8",*"rot''*
PsoJEcr: vAlt coMMoNs vrttAGE
DATE OF JO8DRTLLfNG: O6t24t96 NUMsER:01834
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
REPORTNUMBEF: 25 SHEET 3 oF _3_
PIER
'iIUIIEER ^tlt A
DATE OF CONCRETE
iAltatoA
PIEF DIAIIETER
-?A n.
zo
F
lr|J|r|
GFOUND
SURFACE 7060 n
TOP OF PIER
70-50 d
BOTTO'' OF PIER
TOAA A
PI.ANNED ELEVATION
OF BEDROCK
ACTUAL ELEVATION
OF EEDROCK TAAa 1
DEPTH OF
OVERBUROEN 00'
a
t
Ea
G
REOUIRED
50'
ACTUAL n3'
TOTAL OEPTH
DRILLED ln,'
OEPTH TO TOP OF
CONCRETE nn'
rFo2
5
PIAI{NED
ACTUAL ln/
REAUIREO MINIIIU
I.EMIIH
Fzul-ltoEoltz
lr,l
G
NUIIBER AND
suE I #a'
BAR LENGTH oa'
TIES ] #4s@ TOP
| *a t6) ,a.
PLUMBNESS
OK
SHEAR RINGS
VONF
trlF
trlEozoo
THEORETICAL
29
ACTUAL
3.3
WATER
NC)NF
SUPPOFTING
STFATU }EDROCK
;ANDSIONF
SIDES
FOUOHENEO YFS
REPRESENTATIVE: IFFF EPAIIN REVIEWED BY: -IclHN MFCI{I lNG. P F
5'5,ttrFi$''*"roG'o*
cLlENr: 6Jry I4ARKET FOOD & pHARt\JtACy
P. O. BOX 729
GRAND JUNCT|ON. CO 81502-0729
GENERAL CONTRACTOR:
oRILLING coNTRAcToR: COGGINS & SONS
NUMBERANDTYPEoFHIGS: 2l CRANES l) WATSON 3100
coNcRETESUPPLIER: B & B EXCAVATING/ROARING FORK
CTL.'THOMPSON, INC.
CONSULI ING GEOTECHNICAL
AND MATERIALS ENGINEERS
DATE: 04/25196 JoBNUMBER: ol A3a
REPORT NUMBER: 26 SHEET I OF 2
PRo.lEcr: VAII COMMONS VlLLAcE
VAIL, COTORADO
CONCRETE TESTING
cTL E] oTHER:
NUMBER OFTESTS: I
sPEclFlED STFENGTH: 3000 PSI
SPECIFIED SLUMP: 6-8
RANGE OF FIELD SLUMP:
RElNFORCEMENT
NE AND PI.ACEMENT BY:
GENERAL r-'lCONTRACTOR TJ
suBcoNrMcToR I
WEATHER
SUNT.JY
DRILUNG f,1CONTRACTOR GJ
PROGRESS REPORT
PIER E/9 WAS PARTIALLY DRILLED ON 06-24.96, TOTAT NME ON E/9 WAS I HOUR AND 30 MINIJTES.
TOTAL TIME ON E/I O WAS I HOUR AND I O MINIJTES. DRITTING RATE ON VI2 WAS I HOUR AND 25 MINIJTES.
PIER A.9/I4 TOTAL TIME WAS 4 HOURS WITH TOTAT TIME ON REFUSAI. OF I HOUR AND 5 MINI'TES,
DRILLING RATE WAS SLOW DUE TO I.ARGE ROCKS. A MCKHOE WAS USED TO REMOVE THE ROCKS. AFIER
COMPLETING A.9i I4 AT I :30 PM, THE STEWART STEVENS CRANE BROKE DOWN. DRITLING RATE oN E/I2 wAsI HOUR AND 40 MINI.JTES. DRILLING RATE ON F/7 WAS 2 HOURS.
FULL TIME OBSERVATION
ON.CALL OBSERVATION
K
tr
LP
JEFF BRAUN
RECORD OF
DRTLLED P.ER rNSTASr,o*
PRorECr: vAr[ coMMoNs vrttAGE
DATEOF JOB
DRfLLING: ___4,6125196__ NUUBER: Olg34
CTLTTHOMPSON, tNC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
REPORTNUMBER: .a SHEET a OF ,i
PIER NUMBER
Fto F1l n FnI ETlO A OI1 A E t',
DATE Of CONCRETE
oAttatoA iAtzstoA oAtrs,taA nAtt4toA nAttqtoA nAtD<toA
PIER DITAMETER
,8 0.4A n.dA n,1A n.3A n.AA N'
zoF
gl
Jgl
GROUNO
SI,RFACE 70Al n 70Al n 7A6r n 70,(1 n 70qo n 70Al n
TOP OF PIER
7q6l n 79.i I O 70Al n TOAI N 70qo n 70Al n
EOTTOII OF PIER
70qt -,704n n 70ql A 7()R? I 7OE? R 70q1 C}
PI.ANNED ELEVATION
OF BEDFOCK
ACTUAL ELEVATION
OF BEDFOCK 795) 7 795n O 70F-9 1 Taaa 2 70-53 5 70q, n
DEPTH OF
OVERBUFDEN a3'ln I AO'., A'(4'7rl'-9
s
Eagt
!
REOUIRED
5.O'5.O',5n'5n'5f)'5n'
ACTUAL
oo'n1 n1'nt nn'nl
TOTAL DEPTH
DBILLED Aa'to t'ot'', o'RR'tl
DEPTH TO TOP OF
CONCFETE oo'no'nn'nn'nn,nn'
IFoz
5
PIANNED
ACTUAL
e .?,ln,o/70'R<''r7
REOUIRED MINIITUTI
IINCTH
Fz|ll
=LlIolt
=ul
G
I{UMBER AND
slzE 12 #a's l2 #8's t2 *B',s I 2 4A's A 4A's 12 #A's
BAR LENGTH
Bn'In n'A7'7i'_c n'nn'
nEs 3 #4s@ TOP
1 :EA (d ti.
3 #4s@ TOP
1 #A ta ta.
3 #4s@ TOP
1 *A (a ta.
3 #4s@ TOP
1 :EA r^ tA'
3 #4s@ TOP
1 4A t;\ aA.
3 #4s@ IOP
1 *A t^\ aAr
PLUMANESS
()K ()K OK .lt(ot{.)K
SHEAR RINGS
NONF NONF NONF Nr)NF N(")NF N.)NF
trlFujEozoo
THEORETICAL
a2 s.2 47 AO 12 3A
ACTUAL
5.3 6.O 5-O AO 20
WATER
NONE NONE NONE NI1NF N()NF Nc)NF
SUPPOFTII{G
STRATUM BEDROCK
SANDSTONF
BEDROCK
SANDSTONF
BEDROCK
SANDST6NF
BEDROCK
qANr)qT..)NF
BEDROCK
qANhqT.lNF
BEDROCK
qANNCTANE
SIDES
ROUGHENED vFs YFS vFs vFq vFq vEe
FEPRESENTATIVE: IFFF BpAlj N REVIEWED BY: lOl{N MFal{l tNG, p F
5'r='t3ffBP*t*rrot ,o*
cuENr: 6gy MARKET FooD & pFucRtr/Acy
P. O. BOX 729
GRAND JUNCI|ON, CO 81502-0729
GENEML CONTMCTOR:
DRILLING CONTMCTOR: COGGINS & SONS
NUMBERANDTYPE oF Rtcs: 2l CRANES ll WATSON 3100
CONCFETESUPPUER: B & B EXCAVATING
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
DATE: 06/26/g6 JoBNUMBER: Olg34
REPORT NUMBERi ,., SHEET r OF ..'
PRoJECT: VAlt COMMONS VltLAGE
VAIL, COLORADO
CONCRETE TESTING
CrL K OTHER:
NUMBER OFTESTS: I
SPECIFIEDSTBENGTH: 3000 PSI
SPECIFIED SLUMP: 6-8
RANGE OF FIELO SLUMP: 6
REINFORCEMENT
TIE AND PI-ACEMENT BY:
GENERAL
CONTRACTOB I.J
SUBCoNTRACTOR !
WEATHER
SUNNTY
DRILUNG rzlCONTBACTOR AI
PROGRESS REPORT
THE STEWART STEVENS DRILLING RIG WAs REPAIRED AND DRILLING WAS RESUMED AT 7:40 AM. PIER IVI4
WAS DRIILED FOR 4 HOURS W]TH TOTAL REFUSAT AT 3 FEET. A BACKHOE WAS USED TO REMOVE SOME ROCKS,
BIJT AN EXTREMELY 1ARGE ROCK WAS UNMOVABTE ANO THE PIER WAS PLACED AS A FOOTING AS APPROVED BY
STRUCTURAT. TOTAL TIME ON UI.5 WAS 4 HOURS AND 30 MINI'TES. TOTAT IIME WAS SI-OW DUE TO TIGHT
PIER LOCATION. PIER B/4 TOTAL DRILTING TIME WAS 3 HOURS W]IH REFUSAI- AT 2 FEET. 1I WLL BE
PLACEDASAFOOIINGASAPPROVEDBYSTRUCTURAI.. TOTATTIMEONCl.I/I4WAS I HOURAT.ID IO
MINIJIES. TOTAL TIME ON B/5 WAS 2 HOURS AND I5 MINI'IES. TOTAL TIME ON BI .7/I4 WAS I HOUR 45
MINIJTES. TOTAL TIME ON BI .3./I4 WAS I HOUR AND 30 MINI'TES.
JEFF BRAUN
FULL TIME OBSERIr'ATION Kl
oN-cALL OBSEFVATON tl
8Y JOHN MECHULP
RECORD OF
DRTLLED P'ER rNSToOr'o*
PFoJEcr: vArt coMMoNs vrLlAGE
DATEOF JOB
DRf LLING: n6P..l06 NUUBER:nl A3d
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
FEPORTNUI|BER: ^7 SFTEET -. OF 2
PIEF NUIIEER t/l 5 cl -l/l d B/5 A1 7 tlI Bl .3/14
DATE OF CONCRETE
n6t26t96 o6t26t96 o6t26t96 o6t26t96 o6t26t96
P]ER D|A ETER
36.O.36-O.36.O.36.O'36.0'
z
g
tuJ
Ll
GROUND
SURFACE 7956.0 7959.0 7961.0 7959.0 7959.0
TOP OF PIER
7956.O 7959.O 7961.0 7959.0 7959.0
EOTTOII OF PIEF
7936.6 7951 .2 7943.6 7948.1 7949.6
PIANNED ELEVATION
OF BEOBOCK
ACTUAL ELEVATION
OF EEDROCK 7937 2 7951 .t 79AA.O 7948.3 7949.4
DEPTH OF
OVERAUAOEN Ia.8'76',17.O'I O.7'9.2'
a
E
altG
REOUIREO
5.O'50'5.O',5.0'50'
ACTUAL
n .5'o.2'oa'o.2'o.2'
TOTAL OEPTH
DRILI-ED l9 4'7.4'17 l'10.9'9.4'
DEPTH TO TOP OF
CONCRETE o-o'o-o'o-o'o.o'o.o'
It-o2
5
PI.ANNED
ACTUAL lo 4'7A't7 a''to.9'aA'
REOUTRED tNlttull
IIMII}I
Fz
trJI
tr,loEoLz
LIc
NUIIBER AND
stzE 8 #8's 8 #8's 8 #8's I #8',s 8 #8's
BAR LENGTH
l8.o'7.O'17.0'10.5'9.0'
nEs 3 #4s@ TOP
1#4@24.
3 #4s@ TOP
| #4 (A 24.
3 #4s@ TOP
1#4@24.
3 #4s@ TOP
1#4@24'
3 #4s@ TOP
1#4@24'
PLUMANESS
OK OK OK OK OK
SHEAR RINGS
NONE NONE NONE NONE NONE
||lF
u,
a.ozoo
THEORETICAL
5,4 2.O 5.0 3.1 2.7
ACTUAL
6.O 2.O 5.3 3.0
WATER
NONE NONE NONE NONE NONE
SUPPORTII,IG
STRATUM
EEDROCK
SANDSTONE
BEDROCK
SANDSTONE
BEDROCK
SANDSTONE
BEDROCK
SANDSIONE
BEDROCK
SANDSTONE
SIDES
ROUGHENED YES YES YES YES YES
REPRESENTATIVE: IEFF BPAUN REVIEWEDBY: JOHN MECHLING. P,E.
FIELD REPORT
DRILLED ''=' '*"O3''O*
cLlENr: 61ry MARKET FOOD & pHARMAC'
P. O. BOX 729
GRANO JUNCT|ON, CO 81502-0729
DArE: 06121196 JoB NUMBER:
BEPOHTNUMAER: Ag SHEET
PRo.JEGT: VAlt COMMONS VlLlAGE
VAIL. COTORADO
CTL/THOMPSON, lNC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
-ola34-
oF -__-3_
GENEML CONTMCTOB:
DRILLING CONTMCTOR:
NUMBER AND TYPE oF RIGS: 2l CRANES I I WATSON 3l 00
ooNCRETESUPPUER: B & B EXCAVATING
RE]NFORCEMENT
TIE AND PLACEMENT BY:
GENERAL nCONTMCTOR tJ
SUBCONTRACTOR I
WEATHER
coGGtNs & soNs
DBILUNG
CONTRACTOR lAJ
CONCRETE TESTING
CTL E OTHER:
NUMBER OF TESTS:
SPECIFIED STRENGTH: 3000
SPECIFIED SLUMP: 6-8
PARTLY CLOUDY. RAIM RANGE OF FIELD SLUMP: 7
PROGRESS REPORT
TOTAL TIME ON B/3 WAS 2 HOURS. TOTAL TIME ON E/4 WAS 3 HOURS & 30 MINI'IES. TOTAL NME WAS
SIOW DUE TO REOUIRED DEPTH INTO BEDROCK. PIER C/3 WAS DRILLEO FOR 3 HOURS WITHOUT PENEIRATION
PAST 4 FEET. II WAS PLACED AS A FOOTING AS APPROVED BY STRUCTURAL. TOTAT TIME ON F/4 WAs 3
HOURS & IO MINUTES. AGAIN TOTAT TIME WAS SLOW DUE TO REOUIRED DEPTH INIO BEDROCK. TOTAL TIME
ON C/4 WAS 4 HOURS. TOTAL TIME WAS SLOW DUE TO I.ARGE ROCKS. TOTAI. TIME ON F/5 WAS 2 HOURS &
50 MINI'TES. TOTAL TIME WAS STOW, AGAIN DUE TO REOUIRED DEPTH IMO BEDROCK. TOTAL TIME ON C/5
WAS 2 HOURS. TOTAL TIME ON W4 WAS I HOUR & 35 MINI'TES.
FULL T|ME OBSERVATTON a
JEFF BRAUN
LP
oN4ALL OBSERVATION tr
BFf.?PB 3,t=", *"-o|h,'o*
PRq'Ecr: vAr[ coMMoNs vrLr GE
DATEOF JOBDRfLLfNG: 0612l196 NUMBER: olr
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
REPOKTNUMBER: 2A SHEET ^ OF 3
PIER I{UIIBER
FIA FtA n/3 cta Ft5 ct5
OATE OF CONCFETE
o6t27t96 o6tt7ta6 nAtrT tgtr,o6t27t96 o6t27196 o6t27t96
PIER DIAIIETE8
3.5 O'36.O.36-O.36.O.36.O'36-O.
z
P
5||l
GFOUNO
SURFACE 7961 O 7061 o 7061 o 7961 .O 7061.o 7961.O
TOP OF PIER
79.51 O 7961.O 7961.O 706l.o 7951.O 7961 .O
BOTTOII OF PIEF
7949 2 7947 1 7053 I 7948 0 79srJ.2 7946.9
PI.ANNEO ELEVATION
OF BEDROCK
ACTUAL ELEVATION
OF BEDROCK 7950.3 79AA 1 795A 1 79L9.2 7951_3 7947.3
DEPTH OF
OVEFBURDEN I O.7'12.9'6.9'I.8'97'13.7',-o
e
a!lI
REOUIRED
5.O',5.0'5.O'5.0'5-O'5.0'
ACTUAL l.o'o.2'o.3'o,A'
TOTAL DEPTH
DRILLED 1A'13.9'71 12 1 lo.8'lt I
DEPTH TO TOP OF
COI.ICRETE on'oo'oo'oo'o.o'o.o'
IFo2
5
PI.ANNED
ACTUAL 't.8'13.9'71 1'1 lo a'l4 I
REOUIREO IIINIIIUM
llMllH
Fz
!r,l
=!,1oGou-
=trt
G
NUIIBER AND
stzE 8 #8',s 8 #8's 8 #8's 8 #8',s I #8's 8 #8's
BAR LENGTH l.o'13.s',6.5'1.5'lo 3'13.5'
nEs 3 #4s@ TOP
1 #A (A 21.
3 #4s@ TOP
1 #A h) 2A.
3 #ils@ TOP
1 *A 6) 2A.
3 #4s@ TOP
1 #t (o) ?A'
3 #4s@ TOP
1 #A (A 24.
3 #/ts@ TOP
1#lGr2A.
PLUIIBNESS
OK OK OK OK OK o|(
SHEAR FINGS
NONF NONE NONE NONE NONE NONE
lr,lFul
Gozoo
THEORETICAL
3.4 4.O 2.O 3.5 3.1 4.1
ACTUAL
4.3 4.5 2.5 4.0 4.0 5.O
WATER
NONE NONE NONE NONE NONE NONE
SUPPORNNC
STRATUII
BEDROCK
SANDSTONF
BEDROCK
SANDSTONE
BEDROCK
SANDSTONE
EEDROCK
SANDSTONE
BEDROCK
SANDSTONE
BEDROCK
SANDSTONF
SIDES
ROUGHENED YFS YES YES YES YES YES
REPBESENTATME: IEFFBRAUN REVIEWEO 8Y: JOI{N MECHI-ING. P.E-
S=*|,-?EB 3,8^, *",oo',o*
PRo''Ecr: vAl[ coMMoNs vrLrAGE
OATE OF JO8
oBTLLfNG: ____A6lg7tg6- NUUBER: Olg34
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
REPORTNUUBER: .a SHEET " OF a
PIEA NUMBER
utA
DATE OF COI{CRETE
6Art't toA
PIER OIAMETER
aA nr
zo
F
llj
Jg,
GROUND
SURFACE 70Al n
TOP OF PIER
70Al n
BOTTOTI OF PIEF
'7044 A
PI.ANNEO ELEVATION
OF SEDROCK
ACTUAL ELEVATION
OF AEDROCK 70AO d
DEPTH OF
OVERBURDEN l? n'
ao
t
Ga
a.
REOUIREO
5n'
ACTUAL ot'
TOTAL DEPTH
DRILIED 1' C'
DEPTH TO TOP OF
CONCBETE
o2
5
PI-ANNEO
ACTUAL
1t D'
NEOUIRED IIINIIIUf
LENGTH
Fz
UJ
=uIIotl.
=ulc
I{UMBEF A}IO
stzE 8 #8's
BAR LENGTH
lA'
TIES 3 #4s@ TOP
1 :*A t7;\ .t Ar
PLUIIBNESS
ot{
SHEAR RINGS
Nc)NF
trl
u,lcozoo
THEORETICAL
.1 :)
ACTUAI
3.8
WATER
NONF
SUPPOFTINC
STFATUM BEDROCK
SANDqTNNF
sroEs
ROUGHENED vEq
BEPRESENTATIVE: JEFF BRAUNI REVIEWED By: tol{N MFaHt rNG, p F
FIELD REPORT
DRTLLED P'ER,*stolorro*
cLlENr: a,tt MARKET FooD & pr-rARNirAcy
P. O. BOX 729
GRAND JUNCT|ON, CO 81502-0729
GENERAL CONTRACTOR:
DRILUNG coNTMcToR: COGGINS &, SONS
NUMBER ANDTypE OF R|GS: a cRAlEs wIrH DRILL
CONCRETE SUPPLIER: A & R FY.AVATINI:
CTLITHOMPSON. lNC.
CONSUT.TING GEOTECHNICAL
A|\ID MATERIALS ENGINEERS
DATE, 96/2g196 JoBNUMBER:€1834_
REPOFT NUMBER, _____4.g- SHEET I oF ___2__
PROJECT: VAIL COMMONS VILIAGE
VAIL. COLORADO
CONCRETE TESTING
crL B orHER:
NUMBER OF TESTS:
SPECIFIEO STRENGTH: 3n00
SPECIFIEO SLUMP: A-n
REINFORCEMENT
TIE AND PI.ACEMENT BY:
GENERALcot,tTRAcroR Lr
suBcoNTMcToR n
WEATHER
DRILLING
CONTRACTOR XI
PROGRESS REPORT
PIER C/3 WAS DRITLED FOR 3 HOURS WITH NO PENETRATION PAST 2.5 FEET. IHE PIER WAS IHEN CHANGED
TO A FOOTING AS APPROVED BY SIRUCTURAT. TOTAL NME ON G/4 WAS 2 HOURS. TOTAT TIME ON 8/6 WAS
2 HOURS & 35 MINI.JTES. TOTAL TIME ON I-Vs WAS 2 HOURS & I O MINIJTES. PIER D/6 WAS DRII.IED FOR 4
HOURS WITH NO PENETRATION PAST 3 FEET. THE PIER WAS CMNGED TO A FOOTING AS APPROVED BY
STRUCTURAL. TOTAL DRILTING TIME ON G/5 WAS 2 HOURS & 25 MINIJTES.
FULL NME OBSERVATION
ON.CALL OBSERVATION
RANGE OF FIELD SLUMP: z ar,r
m
D
JEFF BRAUN .
LP
RECORD OF
DRTLLED P'ER rNSTAOt'o*
PRqlEcr: vArL coMMoNS vrilAcE
DATEOF JOB
DRf LLING: O6tr*le^ NUUBER:
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
REPORTNUMBER: ?O SHEET ^ OF ?
PIER NUIIBER
GtL R/6 H/5 G/5
DATE OF COI{CRETE
n6t2at96 o6t2atg6 o6t2at96 ou)8't96
PIER DIAIIETER
3r5 n'36 0.36.O'36 0.
zotr
ltlJul
GROUND
SURFACE TAAI n 74.11 n 7061 o 7961 _O
TOP OF PIER
7A.Sl n 796I n 70Al n 7q6l o
EOTTOT OF PIEF
7451 A 7A46 6 7AA7 7 7950.I
PLANNED ELEVANON
OF BEDROCK
ACTUAL ELEVATION
OF EEDROCK 7952.O 7946.9 79AA.l 7950.5
DEPTH OF
Ol/EFBURDEI,l 9.O'ldl 12.9'lo 5'
a
s
F-tl!
REOUIREO 5n'5.O'5_O'5.O'
ACTUAL nA'n .?'NA'OL'
TOTAL OEPTH
DRILLED oAl IA A'la 3,lo.9'
DEPTH TO TOP OF
@ilCRETE no'oo'o.o'oo,
Eoz
5
PI.ANITIED
ACTUAL 95'1A A'l3 3'lo.9'
REOUIREO IIINIMUII
lINOfi
F2|r
=ulIoltz
ulG
NUMEERANO
stzE 8 #8'S 8 #8's 8 #8's 8 #8's
BAR LENGTH 90'l4.o'1? 7',lo.o'
TIES 3 #4s@ TOP
1 ta (a) )a.
3 #4s@ TOP
1 :tA (A 2A'
3 #4s@ TOP
1 {A tA 24.
3 #4!@) TOP
1 *A (A 24'
PLUIIBNESS
OK OK OK OK
SHEAR AINGS
NONE NONE NONE NONE
utFulEo
6
THEORETICAL
2.8 4.1 3.8 3.1
ACTUAL
3.O 4.3 4.0 3.8
WATER
NONE NONE NONE NONE
SUPFORTING
STRATUII
BEDROCK
SANDSTONF
EEDROCK
SANDSTr)NF
BEDROCK
SANDSIONF
BEDROCK
SANDSTONE
SIDES
ROUGHENED vFs YFS vFs YFS
BEPRESENTATwE: -IFFF RPAUN REVIEWEO BY: JOHN MECHIING. P.E-
il=,"?trEPSi**rot,o*
cUENr:69ry 1/11RXEI FOOD & pMR[,tACy
P. O. BOX 729
GRAND JUNCT|ON. CO 81502-0729
GENEML@NTMCTOR:
DBILLING CoNTMCTOR: COGGINS & SONS
NUMBER AND rYPE oF RlGs: cl CRANES W]TH DRILL
coNcRETE SUPPUER: B & B EXCAVAilNG
CTLiTHOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
DArE: 0710l/96 JoBNUMBER:01834
REPoRT NUMBEB: _-_3O-- SHEEr I oF -3-
PRo.JEcr: VAIL COMMONS VILLAGE
VAII, COLORADO
CONCFETE TESTING
CTL N OTHER:
NUMBER OFTESTS: I
sPEclFlED STBENGTH: 3000 PSI
sPEclFlED SLUMP: 6-8
RANGE OF FIELD SLUMP:
REINFORCEMENT
TIE AND PI.ACEMENT BY:
GENEML r-'lCONTRACTOR lJ
SUBooNTRACTOR n
WEATHER
SUNt.IY
DRILUNG s-lCONTRACTOR ,CJ
PROGRESS REPORT
TOTAL TIME ON D/4 WAS 2 HOURS. TOTAT TIME ON E.3/2.I WAS 2 HOURS & I O MINUTES. TOTAL TIME ON
D.6/2.'I WAS I HOUR & 45 MINIMS. TOTAL TIME ON D/5 WAS 3 HOURS & 20 MINIITES. TOTAL TIME WAS
SLOW DUE TO REAUIRED PENETRATION IMO BEDROCK. TOTAL TIME ON D.6/2.I WAS I HOUR & 50 MINI'ITES.
TOTAL T|ME ON D.6/2.6 WAS I HOUR 5 MtNrrIES. rOTAt nME ON E.3/2.6 WAS I HOUR & 30 MtNt tES.
TOTAL TIME ON C/6 WAS 4 HOURS & 20 MINI'IES. IOTAI NME WAS STOW DUE TO I.ARGE ROCKS IN SOII.
TOTAL NME ON I'V6 WA9 I HOUR & 45 MINI'TES. IOTAI. TIME ON G/6 WAS I HOUR. TOTAT IIME ON F/6
WA,S I HOUR & 45 MINIJTES.
FULLTIME OBSERVATION
ON.CALL OASEFVATION
n
n
tP
JEFF BRAUN
BF|'?EB 3'E" ,*"rot,o*
Pf,oJEcr: vArL coMMoNs vlLLAcE
DATEOF JOBDRILLING: o?/nl/o6 NUMBER:ol 434
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
REPORTNUMBER: 3r| SHEET .) OF 3
PIEF NUIIEER
DIA E.3t2.1 D/5 l\ t\12 1 D.6t2.6 C.ltt
DATE OF CONCRETE
07to1t96 .l7lot t96 f)7tolt96 o7to1t96 o7tolt96 07 tolt96
PIER DI.AMETER
36.O'36.O'36.O'36.0'36.O.36.O.
z
9F
alJ
Ll
GROUI.ID
SURFACE 7961.O 7961 .O 7961.O 7961.0 7961.0 7961.O
TOP OF PIER
7961.O 7961.0 7961.O 7961.0 7961 .O 7961.O
BOTTOII OF PIER
795 t .6 795s.r 7952.5 7953.6 7949.5 7951.9
PIANNED ELEVATION
OF EEDROCK
ACTUAL ELEVATIOiI
OF BEDROCK 7951_9 7953-5 7953_5 7953.8 7950.O 7952.1
DEPTH OF
OvERBUflDEN 9.1 7.5'7.s',7.2',1.0'8.9'
a
t
a
4
REOUIRED
5.0'5.0'5.0'5.0'5.0'5.0'
ACTUAL
o-3'o.4'I.O'o.2'o_5'o.2'
TOTAL DEPTH
DRlt I FD 9.4'7.9'8s',7.4'1.5'E1
DEPTH TO TOP OF
CO}ICRETE o.o'o.o'o.o'o.o'o.o'nn'
EFoz
5
PI.ANNEO
ACTt'AL
9.4'7.9'8.5'7.A',1.5'9.I
REOUIREO UrNrt|Um
LENOIH
Fz|r|Et!()
E
RztIE
NUMEER AND
stzE 8 #8t 8 #8's 8 #8's 8 #8't I #8t 8 #8's
BAR LENGTH
9.0'7.O',8.0'7.O'L0'8.5'
nEs 3 #4s@ TOP
| #4 (A 24.
3 #4s@ TOP
1 #4 (A 24'
3 #4s@ TOP
1#4(d2'
3 #4s@ TOP
1 #4 (A 24'
3 #4s@ TOP
1 #A (A 24'
3 #4s@) TOP
1 #A (A 24.
PLUMENESS
OK OK OK OK OK OK
STIEAR RINGS
NONE NONE NONE NONE NONE NONE
E|r'!(o
6o
THEORETICAL
2.7 2.3 2.4 2.1 3.3 2.6
ACruAL
3.0 2.8 3.0 2.5 3.5 3.0
WATER
NONE NONE NONE NONE NONE NONE
suPPoRT[{C
STRATUII
BEDROCK
SANDSTONE
BEDROCK
SANDSTONE
BEDROCK
SANDSTONE
BEDROCK
SANDSTONE
BEDROCK
SANDSIONE
BEDROCK
SANDSTONE
sroEs
FOUOHENED YES YES YES YES YES YES
REPRESENTATNE: JEFFBMUN R6/IEWEDBY: JOHN MECHIING. P.E.
RECORD OF
DRTLLED PrER TNSTAft or.r
PRG'Ecr: vArL coMMoNs vru GE
DATEOF JOB
oRfLLl o: Olintlg^ NUMBER: nlA.?4
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
ANO MATERIALS ENGINEERS
REPORTllUllEER: 3n SHEET -? OF -1
PIER NUHBER
.3t2.6 Ht6 GII\Ft6
DATE OF COI{CRETE
fJ7tolt96 o7lol /96 07 to1 to6 07tov96
PIER DIAIIETER
36 0.36_O.36.O.-i6 0.
z
P
||lJIl
GROUNO
SURFACE 7961.O 7961-O 7961-O 7951-O
TOP OF PIER
7961 O 7061 n 7061 o 7061 .o
BOTTOII OF PIEF
7916.1 70d5 3 70A7 A 74t9.6
PI.ANNED ELEVATION
OF BEOROCK
ACTUAL ELH/ATION
OF BEDROCK 7946.5 7946-O 70/lao 7950.6
DEPTH OF
OVERBUFDEII ld 5'l5.o'13.0'10.4'
E
EF
Zula.
REOUIREO
5-O',5.O'5.O',5^O',
ACTUAL
o_d'o.7'o5'l -o'
IOTAL DEPTH
DRILLED 14.9'15.7'l3 s',1A'
DEPTH TO TOP OF
@NCRETE oo'oo'on'no'
aFo2g
PI-AN}IED
ACTUAL
14.9'15.7'l3 5'1.a',
hEOUIREO XINIIIUT
t.EN(llt{
Fzul.trlI
ezr|la.
NUIIBER AI{O
slzE I #8',s I #8',s I #8',s 8 #8's
EAR LENGTH
14.5'l5.o'l3.o'10.8'
TIES I #4s@ TOP
| *a (dt 2a'
3 #4s@ TOP
| *a (d 2^,
3 #rls@ IOP
| 1i tat ta.
3 #4@ TOP
1 *A (A 26.
PLUMBNESS
OK OK OK OK
SHEAR RINGS
,IONE {ONE NONE NONE
rlt-trlGo
6
THEORETICAL
4.3 4.5 3.9 3.3
ACTT'AL
4.3 4.5 4.0 4.0
WATER
NONE NONE NONE NONE
AUPFORNti|O
ETRATUT
IEDROCK
ANDSTONE
TEDROCK
iANDSTONE
BEDROCK
TANDSIONE
BEDROCK
SANSIONES
SIDES
rcUCHEI'IED YES YTS YTS YES
REPRESENTAWE: JEFF BPAljN RA/IEWEDBY: JOHN MECHLING. P.E.
FIELD REPORT
DRTLLED P.ER,*"ro]r,o*
cuENr: qgy MARKET FooD & pFrARtvrAcy
P. O. BOX 729
GRAND JUNCT|ON. CO 8r 502-0729
GENERAL CONTMCTOR:
DBILLING CONTRACTOR: .OGGINS & SONS
NUMBER AND TYPE OF RIGS: ,) CRANES WfiH DRILIS
coNcRETE SUPPUER: B & B EXCAVAING
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
DATE: 0710^rg6 JOBNUMBER: Ol83,l
REPORT NUMBER: 2t SHEET r OF z
PRoJEcr: VAII COMMONS VILIAGE
VAI[, COTORADO
CONCRETE TESTING
crL n orHER:
NUMBEB OFTESTS: I
SPECIFIED STRENGTH: 3OOO PSI
SPECIFIED SLUMP: 6-8
RANGE OF FIEID SLUMP: 6 3/,
REINFORCEMENT
TIE AND PI.ACEMENT BY:
GENERAL r-'lCONTRACTOR L-I
SUBCoNTRACTOR !
WEATHER
SUNI',lY
DBILUNG 5;-lCONTRACTOR AJ
PROGRESS REPORT
TOTAL DRILTING TIME ON B/7 WAS 2 HOURS. lIWAS DRILLED ON O7-OI-96 AND CONCRE]E WAS PTACED ON
07-02-96. TOTAL TIME ON l-ti7 WAS I HOUR & 30 MtNlrTES. TOTAI T|ME ON C/7 WAS 2 HOURS. IOTAT
TIME ON G/7 WAS 2 HOURS & 'I O MINIJTES. TOTAI- TIME ON D/7 WAS I HOUR & 35 MINUTES. TOTAT TIME
ON TVA WAS I HOUR & I5 MINI'TES. B/8 WAS DRILIED FOR 3 HOURS W]TH REFUSAL AT 5 FEET. B/8 WAS
THEN CI{ANGED TO A FOOTING AS APPROVED BY STRUCIURAI.. THE WATSON CRANE BROKE DO/VN AT 2:45 FOR
THE REMAINDER OF THE DAY, TOTATTIME ON C/8WAS I HOUR & 45 MINI'TES.
FULLTIME OBSERVATION
ON.CALL OBSER1VATION
E
n
tP
JEFF BRAUN
RECORD OF
DRTLLED P'ER rNSToSt,o*
VAIL COMMONS VITLAGE
JOBn7FZ96 NUMBER:
PRO.'ECT:
DATE OF
DRILLING:nl4.1,
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
REPORT
NU BEF: 3l SHEET 2 OF 3
PIER NUIIBEF
N7 ct7 ){t7 Gt7 r)t7 H/a
DATE OF CONCRETE
fiT tn toA rl7toz196 n7n9p6 o7tott96 n7tn9ta6 nTntta6
PIER DIAHETER
36 n.1A n.aA n.:lA n.-1,( nr 1A n.
zotr
trlJrl
GROUT{O
SI'RFACE 706r o 70Al n 70At n 70Al o to^t n 70Al n
TOP OF PIER
79.51 O 70Al n 70Al n 70Al o 70Al n Tgr1l O
AOTTOH OF PIEF
7951 A 7951 n 7Qd-i a 7947 5 705) A TOAA 1
PIANNED ELEVATION
OF BEDROCK
ACTUAL EL6/ATIOI{
OF BEOROCK 743' n 7051,4 79An 6 7948.5 7053,5 TAAA A
DEPTH OF
OVEREURDE}I 9()'OA'1A A'1' ^'75'1A 7l
6
t
|llI
I
REOUIREO
5.O'5(.|'5n'50'5(l'-( n,
ACTUAL o/NA'nn,to'lo'nt'
IOTAL OEPTH
DRILIED at'lo.o't7 2'l3 5'A5'1A O'
DEPTH TO TOP OF
@I{CRETE o.o'oo'no'oo'oo,nn'
E0z
5
Pt-AtittitED
ACTI'AL
9.2'lo.o'17 2',13.5'A5l l, o'
hEAUIRED TINIIUT
IEMITH
F2rl.UIott
=trlG
1{UIIBER AND
stzE 8 #8's 8 #8's 89 #8',s 8 #8's 8 #8's 8 #8's
8AR LEI{GTH
4.7'05'tA 5'r3-o'7.O'1A ''
TIES 3 #4s@) TOP
1 #A 6t 'A.
3 #'ls@ TOP
1 *A tG't tA.
3 #/ts@ TOP
1 4A / ) )4.
3 #4s@ TOP
1 '&A
(a tA'
3 #4@TOP
1 :EA t6r tA'
3 #4s@ TOP
1 :Ei t6-t tAr
PLUIIBNESS
OK OK OK OK OK r)K
SHEAR RINGS
NONE NONE NONE NONE NONE Nc)NF
Plt
6
6
THEORENCAI
2.6 2.9 5.0 3.9 2.4 4.3
ACTUAL
2.8 3.O 5.O 4.0 3.0
WATER
NONE NONE NONE NONE NONE NONF
AUPPORTII'lO
STRATUX
BEDROCK
SANDSTONF
BEDROCK
SANrISIc)NF
BEDROCK
SANTTqTONF
BEDROCK
SANDSTONF
BEDROCK
SANDSTONF
BEDROCK
SANDSTONF
$DEA
rcUOHENEO vFs YFS vFs YFS YTS vTs
REPRESENTATIVE: -IFFF BPAI|N REvlEwEO BY: JOHN MECHIING^I^E.
RECORD OF
DRTLLED P'ER rNSToSr,o*
PRo.'ECT:
OATE OF
VAIL COMMONS VITLAGE
DRf LLfNG: (171o.p6 JOB
NUUBER: nl a3,
CTLiTHOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
FEPORTNUUEER: 3I SHEET .1 OF 3
PIER I{UIIBER
c/a
DATE OF CONCRETE
nTtottaA
PIEB DIAIIETER
-1.3 O'
zotr
trlJtrl
CROUND
SURFACE 796r.O
TOP OF PIER
7961.O
BOTTOII OF PIEA
7952_6
PI-ANNEO ELEVATION
OF BEDROCK
ACTUAL ELEVATION
OF BEDROCK 7952.4
DEPTH OF
OVERSURDEil 4.2'
a
EF
atlG
REOUIRED
5,O'
ACTUAL
o.2'
TOTAL DEPTH
DRILLED aa'
DEPTH TO TOP OF
CONCRETE o.o'
rFoz
5
PI.ANNED
ACTUAL aa'
REOU|nED fll{|ltur
LENOITI
Fz||lEuloG
Pz
ulE
NUMBER ANO
slzE 8 #8's
BAR LENGTH
7.O'
TIES 3 #4s@ TCP
| #a (d 2!.
PLU BNESS
OK
SHEAR RINGS
NONE
rJFulGozoo
THEORETICAL
2.4
ACTUAL
2.5
WATER
NONE
SUPPORTING
STRATUII
BEDROCK
SANDSTONF
stoEs
ROUGHENEO YFS
REPRESENTATIVE: -IFFF BPAIIN REVIEITvED BY: JOHIJ-MECHIjijG^LE-
FIELD REPORT
DRILLED PIER INSTASTION
cuENr:6gy iiTARKET FooD & pr{AR[4Acy
P. O. BOX 729
GRAND JUNCTION, CO 81502-0729
GENERAL CONTMCTOR:
DBILUNG CONTRACTOR: .OGGINS & SONS
NUMBER ANO TYPE OF RIGS: c) CP/ANES WITH DRILLS
coNcRErE SUPPUER: ROARING FORK REDI MIX
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
DArE: 07199/96 JoBNUMBER: Olgg4
FEPORT NUMBER: ao SHEET r OF .
PBq,Ecr: VAII COMMONS VILLAGE
VAIL, COTORADO
CONCRETE TESTING
crl n orHER:
NUMBER OFTESTS: f
SPECIFIED STRENGTH: 3OOn Psl
SPECIFIEDSLUMP: 6-8
REINFORCEMENT
TIE AND PI-ACEM EI.IT BY:
GENEMLcoNTRAcToF LJ
SUBGoNTRACTOR I
WEATHER
DRILUNG 5;-lCONTRACTOR AJ
SUNI.IY RANGE OF FIELD SLUMP:
PROGRESS REPORT
TOTAI TIME ON G/8 WAS 3 HoURS. TOTAT TIME WAS StO,l/ DUE TO LARGE ROCKS COMEINED WIH 48 INCH
PIER DIAMETER. TOTAL T|ME ON D/8 WAS 4 HOURS. TOTAL nME ON D/8 WAS SLOW DUE TO |ARGE ROCKS.
TOTAL TIME ON B/9 WAS 2 HOURS. IOTAL TIME ON F/8 WAS I HOUR & 45 MINI.JTES. WORK SIOPPED AT
I2:30 FOR THE HOTIDAY.
FULLTIME OESEFMATION
ON€ALL OBSERVATION
n
tr
tP
JEFF BRAUN
RECORD OF
DRTLLED P.ER,*srol'o*
PRo'lEcr: vArL coMMoNs vtttAGE
DATEOF JOBDRfLLTNG: fi/ngl96 NUMBER:
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
REPORTNUMBER: 32 SHEET 2 OF 2
PIER l'lullBEF
G/a D/A R/O Fta
DATE OF CONCFETE
07to3t96 rl7l'J3l9t\r|7to3ta6 o7to3t96
PIER DIAIIETER
da o.36 n'3r5 n'aa o.
zotr
|ll
Jul
GROUND
S{.,RFACE 79t11 O 7951.O 796I.O 7961.O
TOP OF PIER
7961.O 7951 O 7061 o 7061.o
BOTTOII OF PIEF
7947 I 7951 I 7953 2 7952 0
PI-ANNED ELEVAT]ON
OF BEDROCK
ACTUAL ELEVATION
OF BEDROCK 79AA S 7952.1 7q53 '7953 5
DEPTH OF
o\/ERBURDEN l2 5'8q'7A'7.5'
6
IF
a
I
REOUIRED 50'5n'5n'50'
ACTUAL n6'o.2'o-2'nA'
TOTAL DEPIH
DRILLED 13l ol 7A'al
DEPTH TO TOP OF
CONCRETE o.o'on'oo'o.o'
Foz
5
PT.A}INEO
ACTUAL 't3l 9l 7R',al
REOUIRED TIINIIUT|INofi
Fzql
=ulIot!z
ltl
.E
N[,IIBEB AND
stzE 12 #8's 8 #8',s 8 #8's l2 #8's
BAR I.ENGTH
12.6'a5'7.O',75'
TIES 3 #4s@ TOP
1 #l (a 2A'
3 #4s@ TOP
1 #A 6t 94.
3 #4s@ ToP
| #a ta )4.
3 #4s@ TOP
1 ,tA G) 2A'
PLUMBNESS
OK OK OK OK
SHEAR RINGS
NONE NONE NONE NONE
trlFu,
G.o
6o
THEORETICAL
6.7 2.6 2.2 4.1
ACTUAL
7.O 2.5 2.3 4.3
WATER
NONE NONE NONE NONE
SUPPORTIl{G
STRATUM
BEDROCK
SANSTONF
BEDROCK
SANDSTONF
BEDROCK
SANr\SI()NF
BEDROCK
SANDSTONF
stoEs
FOUGHENED YFS YFS YFS YFS
REPRESENTATTVE: JEFF BPAUN REVIEVI/ED BY: IOHN MECHLING. P.E-
FIELD REPORT
DRILLED PIER '*"O}''O*
cUENT:6Jry MARKET FOOD & pHARf\4ACy
P. O. BOX 729
GRAND JUNCTTON. CO 8l 502-0729
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
DATE: 07108/96 JoB NUMBER : 01834
REPOFIT NUMBER: 33 SHEET
PRoJECTVAIL COMMONS VILIAGE
vArt.cotoRADo r -':-'
I oF __2_
: :-:
GENERAL CONTMCTOB:
DRILLING coNTRAcToR:COGGINS & SOM
NUMBER AND TYPE OF RIGS: M
coNcRETESUPPUEB:B & B EXCAVATING
'. lir Ii.i::) i'. j.
CONCRETE TESTING
cn- )C orHER:
NUMBER OFTESTS: I
sPEclF|ED STRENGTH: 3000
SPECIFIED SLUMP: 6-8
FEINFORCEMENT
TIE ANO PI.ACEMENT BY:
GENERAL T-'lCONTRACTOH IJ
SU BCONTRACTOR N
WEATHER
DRILLING \r--r
COMTPACTOF /U
SUNtfY RANGE OF FIELD SLUMP: 6.25
PROGRESS REPORT
PIER B. I /I O WAS DRILTED AND 1T WAS THEN REALIZED TO BE IN THE WRONG IOCANON AND WAS REDRILTED.
TOTAL TIME ON B.I/'I O WAS 8 HOUR & 30 MINUTES. PIERS B/8, CI8, DIB ALI. HAD BEEN PREVIOUSTY
DRILLED AND PLACED IN THE WRONG TOCATION AND THEY AtL HAVE TO BE REDRILLED. PIER C/8 WAS
CHANGED TO A FOOTING AND THE NEW LOCATION IS C.I/8, TOTAL TIME ON F/9 WAS 2 HOURS. TOTAT TIME
ON F/I O WAS 'I HOUR & 45 MINIJTES. TOTAL TIME ON F/I WAS 2 HOURS A I5 MINIIIES.
FULLTIME OBSERVATION
ON.CALL OBSERVATION
I
tr
LP
JEFF BRAUN
RECORD OF
DRTLLED P.ER rNSTo]t,o*
PRoJEcr: vArL coMMoNs vtLtAGE
DATEOF JOB
DRILLI G: 0Z0S/96 NUil8ER: 0183d
CTL/THOMPSON, INC,
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
REPORTNUMBER: 33 SHEET ? OF t
PIER NUMBER
B.l /l o Ft9 t/10 F/l I
DATE Of CONCRETE
07to8r96 rJ7toat96 fJ7toar96 (l7nan6
PIER DI.AMETER
36.0.48.O'48.O.a8_0'
zI
trl
J
||l
GFOUNO
SURFACE 7961.O 7961.O 7961.O 7961 .O
TOP OF P]ER
7961.O 7961.O 7961.0 7961 .O
EOTTOII OF PIEF
7952.4 7951.4 7952.2 7950.9
PI.ANNED ELEVATION
OF BEOROCK
ACTUAL ELA'ATION
OF BEDROCK 7953.4 7951.8 7952.7 7951
DEPTH OF
OVERAURDEI,I 7.6'9.2',8.3'9.9'
5
t
E,
t
REOUIREO
5.0'5.O'5.O'5.0'
ACTUAL
L0'o.l'o5'o.2'
TOTAL DEPTH
DRILTED 8.6'aA'aa'lo.l
OEPTH TO TOP OF
CONCRETE o.o'o.o'o.o'o.o'
Eoz
5
PLAI,INED
ACTUAL
8.6'9.6'8.8'lo.l
AEOUIRED UINIIIUI
LENOITI
F2ulEurIott
=ul
ar
NUMBER ANO
slzE 8 #8's l2 #8's 12 #8's 12 #8's
BAR LENGTH
8.2'9.0'4.2'lo.l
TIES 3 #4s@ TOP
1 #4 (A 24.
3 #4s@ ToP
1 #4 (A 2a.
3 #4s@ TOP
1 #A (A 2A'
3 #4s@ TOP
1*AtA2[
PLUMBNESS
OK OK OK OK
SHEAR RINGS
NONE NONE NONE NONE
Hgl
aro
6
THEOFENCAL
2.5 4.9 4.5 5.2
ACTUAL
3.0 5.0 4.5 5.3
WATER
NONE NONE NONE NONE
SUPPORTINO
STRATUM
BEDROCK
SANDSIONE
BEDROCK
SANDSTONF
BEDROCK
SANDSTONE
EEDROCK
SANOSTONE
SIDES
ROUGHENEO YES YES YFS YTS
REPRESENTATIVE: lEfF BRAUN REVIEWED BY:JOFti.l MECt-ll-Il.lc, P.E.
5l1f.trEPSi*",o0''o*
cLlENr6Jry MARKET FOOD & pHARMACy
P. O. BOX 729
GRAND JUNCTION. CO 81502-0729
GENERAL CONTBACTOR:
oRILLING coNrRAcroR:COGGINS & SONS
NUMBEF AND TYPE OF RIGS:2I CRANES WITH DRILLS
coNcRETESUPPUER:B & B EXCAVATING
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
OATE: 07109/96 JoBNUMBER:nI834
BEPOBT NUMBER: 34 SHEET I OF 3
PROJECTVAIL COMMONS VILTAGE
VAIL. COI.ORADO
CONCRETE TESTING
crL I oTHER:
NUMBER OF TESTS: I
SPECIFIED STRENGTH, 3000
SPECIFIED SLUMP:6-8
REINFORCEMENT
TIE AND PIACEMENT BY:
GENERAL r-tCONTRACTOR IJ
suBcor',rrRAcroR n
WEATHER
DRILLING v-1
COhfrR/!\CTOR 'r-J
PARTTY CLOUDY RANGE OF FIELD SLUMP: 6
PROGRESS REPORT
TOTAI DRILLING TIME ON B.I/8 WAS I HOUR AND 40 MINI'TES. TOIAT NME ON W9 WAS 3 HOURS AND 30
MINIJTES. TIME WAS SLOW DUE TO REOUIRED PENETRATION IMO BEDROCK, TOTAT TIME ON 8.I/9 WAS I
HOUR AND 45 MINI'TES. TOTAT TIME ON C.I/9 WAS 2 HOURS. TOTAL TIME ON E. STAIRS/I0,6 WAS 2
HOURS. TOTATTIMEONE.STAIRS/TI WAS2HOURSAND20MINI'TES. TOIALTIMEONC.I/IOWAS I HOUR
AND 25 MINI.ITES. TOTAL TIME ON C.I/I I WA.S I HOUR AND 45 MINI'TES.
FULL TIME OBSERVATION
ON-CALL OBSERVATION
I
n
LP
BFif.EB 3''=- ,*"rot'o*
PRqrEcr: vArL coMMoNs VTLLAGE
DATE OF JOBDRILLfNG: O7rcgn6 NUMBER: 01931
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
REPORTNUMBER: a.A SHEET , OF ?
PIER NUMBER
a t/a u/o n 1/o a t/o F STAID/I c l/ln
DATE OF CONCRETE
n-, trlotoA n'r tnotoA n7lno/oA nTtnotoA l1TtrlotoA nTtnorcA
PIEF DIAIIETER
/,1q nl aA n.AA O'1A n.36 (]r 4A O.
zoF
||lJ!l
GROUNO
SURFACE 70Al n 70Al n 70Al n 7Qrll O 7050 n 70Al o
TOP OF PIER
70Al n 70Al n 70Al n 70.11 O 70-50 ()7A6l n
AOTTOU OF PIEF
70qA I 70ro l 70,a 7053 5 TOAA 7 7051 0
PI.ANNED ELEVATION
OF EEDROCK
ACTUAL ELEVATION
OF BEDROCK 'ro^A ,70qn r 70^t A 7061 7 70ro n 70s5 I
DEPTH OF
OVEFBURDEN ,c'ln o'AA'71'lo n'59',
z
F6a
t
REOUIRED
-q n'5n'5n'50'-5 r)'5n'
ACTUAL nt ln,nt'o2'n3'o2'
TOTAL DEPTH
DFILLEO ,o,IO'AA'7s'rn 3'AI
DEPTH TO TOP OF
CONCRETE nn,nn'nn'oo'nn'
IFo2
5
PI.ANNED
ACTUAL
^ol
lo'eA'7t'ln -?'AI
FEOUIRED TINIUUI
LENOTH
F2
UItuloaro
zulc
NUMBER AND
slzE I ? 4A'q 8 #8's 12 #8's I ? #8',s 8 #8's l2 #8's
BAR LENGTH
,4'I 6'An'7rl'lo o'5?',
nEs 3 #4s@ IOP
1 :EA (a tA'
3 #4s@ TOP
1 .EA ft 24'
3 #4s@l ToP
1 :EA (^ tA'
3 #'rs@ TOP
1 *A rd\ 24.
3 #4s@) TOP
1 #A (A 2A'
3 #/ts@ IOP
1#AG)".
PLUMBNESS ()K C)K r)K OK OK OK
SHEAR RINGS
N')N F Nc)NF Nc'NF N.)NF Nc)NF Nc)NF
|r|Flrlc
zoo
THEORETICAL tq 3A AA .1 A 2.9 -1 I
ACTUAL ,35 a5 dn 3-O 33
WATER
Nc)NF NONF Nc)NF NONE NONE NONF
SUPPORTING
STRATUM
SEDROCK
qANNqTdNF
BEDROCK
qANNqT6NF
EEDROCK
qANDSTONF
BEDROCK
SANNSTONF
BEDROCK
SANDSTONF
BEDROCK
SANNSIONF
SIDES
ROUGHENED vrc vFc vEq vFs vFq vFs
REPRESENTATIVE: tFFFnpAlrN REVIEWED BY: lol-lN MF(.HI lNG. P F
RECORD OF
DRTLLED P.ER rNSToStto*
PRoEcr:vArL coMMoNs VTLLAGE
DATEOF JOBDRILLING: nzno/oA NUMBER:o1834
CTLTTHOMPSON, lNC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
REPORTNUMBER: 3d SHEET 3 OF 3
PIER 1{UMBER :.STAIRS/
/10.6
OATE OF CONCRETE
r|7togt96 o7to9t96
PIER DIAIIETER
4a o.36.O.
zIF
ulJ
ltl
GROUND
S{JRFACE 7961.O 7959.0
TOP OF P]ER
7961.O 7959.0
EOTTOM OT P]EF
7953 I 7944.2
PI.ANNED ELEVATION
OF BEDROCK
ACTUAL ELEVATION
OF BEDROCK 7951.2 7948.6
DEPTH OF
OVERAURDEN 6A']o 4'-o
E
ba
c
REOUIRED 5n'5.O',
ACTUAL o3'NA'
TOTAL DEPTH
ORILLED 71 lo.8'
OEPTH TO TOP OF
CONCRETE o_o'o,o'
tFoz
5
PI-ANNED
ACTUAL
71 lo.8'
R€OUIREO IIINIMUII
LENOl}I
Fz
|lJ
=||JocoG
=l,lc
NUMBER AND
SEE 2 #B',s 1 #8's
BAR LENGTH
6-8'lo.2'
nEs #4s@ TOP
#a (a 2a'
I #4s@ TOP
| #a (d 2a'
PLUMENESS
OK OK
SHEAR FINGS
.IONE \IONE
ulF!JEo
6o
THEORETICAL
3.6 3.1
ACTUAL
3.8 3.0
WATER
NONE NONE
SUPBORTII{G
STMTUM
IEDROCK
ANDSTONE
}EDROCK
;ANDSTONE
stoEs
FOUGHENEO YFS YFS
REPRESENTATIVE: JF FF BRAIIN REVIEWEo 8Y: JOHN MECHLING. P.E.
5'-tli.ff FP#',u*ro0r,o*
cuEttnY N4ARKET FooD & PFTARMAcY
P. O. BOX 729
GMND JUNCTION, CO 81502-0729
GENEML CONTMCTOR:
DBILUNG CoNTRACToRCOGGINS & SONS
CTLiTHOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
oArE: e7llo/96 JoB NUMBER 01g;g--
BEPORT NUMBEFI: aa SHEET r OF t
PRoJEoVAIL COMMONS VILLAGE
vArr. cotoRADO
NUMBER AND TYPE OF
coNcRETE SUPPUERB
REINFORCEMENT
TIE AND PI-ACEMENT BY:
GENERAL T.1CONTRACTOR I-J
SUECoNTRACTOB n
WEATHER
RIGS:l@
& R EY'AVANNG
DBILUNG ,r-'l
CONTBACTOR ^U
CONCRETE TESTING
CTLXE OTHER:
NUMBER OF TESTS:l
SPECIFIEO STRENGTHSOOO
SPECIFIED SLUMP6.8
RANGE OF FIELD SLUMP: 6-5
PROGRESS FEPORT
TOTAL TIME ON B.'I /I 'I WAS 2 HOURS. TOTAL TIME ON C. I /I 2 WAS I HOUR AND 45 MINI'TES. IOTAI. TIME
ONB.I/]2WAS2HOURSANDISMINIITES. TOTATTIMEONF/I2WAS2HOURS30MINIJTES. TOTALNME
ON CI.9/I4 WAS 2 HOURS AND I O MINIJTES. DRILLING OF CAISSONS FINISHED ON O7lI 0/96.
cl
FULL TIME OBSERVATION
ON-CALL O&SERI/ATION
fl
n
IP
RECORD OF
DRr LLED Pr ER t lusto3tror.t
PRGiEcr: vArt coMMoNs vrLr-AGE
OATEOF JOBDRILLING: n7nrya6 NUUBER:
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
REPORT
NU BER: 35 SHEET ' OF 'I
PIEF NUHAER
BI c 1t12 g 1t12 Ft12 cl.9/t 4
OATE OF COilCRETE (t7llOl9(r n7 tln't96 rl7t1ota6 07tl0196 rl7t16196
PIER DI.AI'ETER
,R nl da o.4a o.rl8-O'36.O'
zo
ts
lrlJ
ul
GBOUNO
SURFACE 7961 O 7061 o 7951-O 7961.O 7959.O
TOP OF PIER
7061 n 7961.O 7961 n 7961-O 7959.O
BOTTOII OF PIEF
7959 1 7953.9 7952.4 795I.9 7953.6
PLANNED ELEVATION
OF BEOROCK
ACTUAL ELEVATION
OF BEDROCK 7A5t A 7954.1 795t 7 7052_2 7953.8
DEPTH OF
OVERBURDEN aA'6.9',83'a_8'5.2'
a
aF,
A
REOU]RED 50'5n'50'5.O'5.0'
ACTUAL
n -1,o.2'o_3'o.3'o.2'
TOTAL DEPTH
DRILLED a0'71 nA'ol 5L'
OEPTH TO TOP OF
@NCRETE oo'oo'o.o'o.o'o.o'
Fo2
5
PI-ANNED
ACTUAL
a.9'7l a6'9-l 5A'
REOUIRED TINIIIUT
IINOTH
F2ul
=uloEot!z
ut
.E
NUIIBER AND
slzE I 2 #8's I 2 #8's 12 *g',s I 2 #8's 8 #8's
BAR LENGTH
R5'60'a.o'a.2'5.0'
TIES 3 #4s@ TOP
| #a 6) ta.
3 #4s@ TOP
1#/l6)24.
3 #4s@ TOP
1 #A (d ?L.
3 #4s@ TOP
| #a (a 24.
3 #4s@ TOP
| #! (a 2a'
PLUIIBNESS
OK OK OK OK OK
SHEAF RINGS
NONE NONE NONE NONE NONE
||lFtrr.lo
6o
THEORETICAL
4.6 3.6 4.4 4.7 1.6
ACTUAL
4.5 3.8 4.5 4.8 2.O
WATER
NONE NONE NONE NONE NONE
SUPPORNNG
STRATUU
BEDROCK
SANDSTONF
BEDROCK
SANDSTONF
BEDROCK
SAND,qIONF
BEDROCK
SANDSIONE
EEDROCK
SANDSTONE
SIDES
ROUGHENED YFS YFS YFS YFS YFS
REPRESENTATIVE: .tFFF BPA1IN REVIEWED BY: JOHN MECHIING- P-E.
FIELD REPORTDRILLED'''"'*"I-,0''O*
cLlENr:a* MARKET FooD & PHARMACY
P. O. BOX 729
GRAND JUNCnON. CO 81502-0729
GENEML @NTRACTOR:.
DFILUNG CoNTRACTOR: CCGGTNS
NUMBERANDTYPE OF RIGS: @
CONCRETE SUPPUER: poAPING F6DI.
CTLTTHOMPSON, tNC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
DArE, lBiOl/96 JoBNUMBER,Bt&34_
BEPORT NUMBER: ^ SHEET , OF
-=---=-
P8olEcr:yA1 COMMONS VtttAGE
vAtt. cotoRADo
CONCRETE TESTING
cl- fl orHEH:
NUMBER OF TESTS:
SPECIFIED STRENGTH: 3000 psl
SPECIFIED SLUMP: 6-A
RAiIGE OF FIELD SLUMP: A-A
RE]NFORCEMENT
TIE AND PI.ACEMENT BY:
G ENERAL t-rCOT{TRACTOR I.J
suacournncron !
WEATHER
SUNlW
DRILUNG
CONTRACTOR XJ
PROGRESS REPORT
THE DRILI.ING RATE AT BEDROCK FOR PIER GiI l WAS .05 FOR 20 MINIJTES.
FULL TIME OBSERVATION
ON.CALL OBSEEr'ATION
fl
tr
LP
BF|SEB 3,E" ,*rrt^,,o*
Pf,oJECr: vAil. coMMoNs vr-tAGE
DATEOF JOBDRILLING: 10/04/96 NUMBER: Olg34
CTL/THOMPSON, INC,
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
REPORTNU!iBER: r SHEET r OF .
PIER NUHEER G/l I
DATE OF COI.ICBETE
oAtn/ltaA
PIER DIAIIETER
da o'
zo
F
trlJ!J
GROUI{O
SI'RFACE 70.50 5
TOP OF P]ER
7050 5
BOTTOII OF PIER
7947 1
PI.ANNED ELEVATION
OF BEDROCK
ACTUAL ELEVATION
OF BEOROCK 7947.6
O€PTH OF
OVERBUROEN 1.9':o
EF,|rla
REOUIRED
5.O'
ACTUAL n6'
TOTAL DEPTH
ORILLED 1' L'
DEPTH TO TOP OF
CONCRETE nn'
IF02g
PIANNED lsl€
ACTUAL t2 a'
REOUIRED MINIUUX
I.ENOIH NONE
F2trl
=lrlIolt
=u,
ar
I.IUIIBER ANO
srzE
l2 #8'S
8AR LENCTH
12.O'
T!ES 3#4@TOP
#a's 6 24.
PLUMBNESS
OK
SHEAR RINGS NONE
TJFluGo2
8
THEORETICAL
6.3
ACTUAL
7.O
WATEF
NONE
SUPPORTINC
STRATUH
EEDROCK
SANDSTONE
SIDES
ROUGHENED YFS
REPRESENTATIV€: JEFF BRAUN REVIEWED 8Y: JOHN MFCI{I ING P F
FIELD REPORT
DRTLLED P'ER,*rrl-o'o*
cLlENr: gyy MARKET FooD & pl{ARMAcy
P. O.80X 729
GRAND JUNCnON, CO 81502-0729
GENEML CONTMCTOR:
DRILLING CoNTBACToB: COGGINS
NUMBER AND TYPE OF RIGS: 2) CRANE WDRttt & WATSON
coNcRETESUPPLIER: I & B EXCAVATTNG
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
DATE' 10/A9/96 JoBNUMBER: Olgg4
REPoRT NUMBER: __eA__ SHEET I oF _+_
PRGJECT: VAlt COMMONS VILIAGE
VAIL, COLORADO
CONCFETE TESTING
CTL ts oTHER:
NUMBER OF TESTS:
SPEoIFIEOSTRENGTH: 3OO0
SPECIFIEO SLUMP: A-8
REINFORCEMENT
TIE ANO PT.ACEMENT BY:
GENEBAL
CONTRACTOR I.J
SUBCONTRACTOR D
WEATHER
DRILLING ErIGONTHACTOR |AI
PROGRESS REPORT
TOTAT DRILLING TIME ON A/7.5 WAS I HOUR & 45 MINIJTES. TOTAT DRILIING TIME ON JI2.2WAS2 HOURS& I5 MINI'TES. CONCRETE WAS PTACED TO THE GROUND SURFACE IN J/2.2A},ID A SONOTUBE WII-L BE USED
TO COMPI.EIE lHE PIER. TOTAT TIME ON ryE WAS 2 HOURS. TOTAI. TIME ON H.?3.2 WAS I HOUR & I5
MINIITES.
SUNNY RANGE OF FIELD SLUMP:
FULL TIME OBSERVATION
ON-CALL OBSERVATION
m
D
tP
BF|.?EB 3,E, ,".,Q.,o,oN
VAII. COMMONS VITIAGE
rry^n/o6 i?i,r.", n'"",
PBoJECT:
DATE OF
DRILUNG:
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICALAND MATERIATS EruCrr,.rECNS
FEPORTNUMEER: 2'r SHEET ^ OF c
PIER NUIIBER
-.-----..-..---
OATE OFCONCFETE
PIER DIAMETER
N7.5 J12.2 N8 w3.2
o6l20t9tr
o6t2rlto6 OAltnb^o5t20t96
36 0.48 0.LA n.4A O.
7956 0
76E r ri
zo
ulJut
GROUND
SURFACE
7059.O TORA n
TOP OF PIER
704(t ^7956 0
,!r5Y fl
7959 nEOTTOII OF PIEF
794.7 ^7946.O 7943.7"*3Ii?5ffiudl'o"
---..----...-.-.
ACTUAL ELEVATtor,l
OF BEDROCK
--..---.---.-.-.
DEPTH OF
OVERAUBDEN
7947.7
I 1.3'
t----
;
12.o'
7946.2 7944.O
12.O'
5,O'
zo
EF
|^ra
A
REOUIREO
5.O'5.0'
I z.o
ACTUAL
o.2'0.5',o3'TOTAL DEPIH
ORILLEO
CONCRETE;IG*9F_g I AcruAL
I 1.5'12.5'
u-a
l3.O'
nnl
12 3'
o.0'o.o'o.o'
LL5'12.s'13.0' | 12.3'REOUIRED I'IiIIMUX
IINOl}I
Fz
UI
=r!(,Eoltz
trl
G
NU aERArto | -slE fg ,#g's l2 #8's 8 #8's
12.5'
t2 #8's
12.O'
BAR LENGTH
1t a't2.0,
nES 3 #4s@ TOp
1 #4 (d 2^,
3 #4s@ TOp
1 4A tA attt
3 #4s@ TOp
1#4@24.3 #4s@ TOp
1 #4 (d 24'PLU BNESS
SHEAR RINGS
OK
|,,-\w.E1
OK OK
NONE Na\r\lE NONE NONEtrlF
u,ltco2oo
THEORETICAL
3.3 t\A 3.7 6.3ACTUAL
3.3 .55 4.O 6.5TVATER
SUPPORTIIIIG
STRATU[I
--
SIDES
ROUGHENED
NONE NONE NONF NONEEEDROCK
SANDSIONF
BEDROCK
CAllt\ct-rr rF
EEDROCK
SANDSTONF
BEDROCK
SANDSIONF
YES YFS YFS YFS
FEPRESENTATIVE: JEFF BMUN REVIEWEo BY: