HomeMy WebLinkAboutVAIL VILLAGE FILING 1 BLOCK 5D TRACT B C VAIL TRANSPORTATION CENTER 1990 EXPANSION FIELD TEST REPORTS FILE 1 OF 3 LEGALlmn
75 south lronlage road
vail. colorado 81057
(303) 4792138
(303) 47$2139
otfice ol community development
Vail Transportation center Final Inspection
The following is a list compiled during the inspection this
morning, Feb. 2, 1991, at the Vail Transportation Center done by
cary Murrain and Mike whitaker from the Town of Vail Building Dept.
with Scott from PCL in attendance.
l-. Return handrails or remove stairs and rails from top level of
infornation center to lower tenant spaces at interior.
2. Set heat detectors in high areas of the 4th level in
information center in center and east lbays.rl
3. Set closer and smoke seal for door from tenant space 319 to
corridor (on1y wood door in area).
4. Level tile floor in lobby/corridor outside of tenant space 3L9
where tile transition occurs fron old grouted pavers to non grouted
pavers. some pavers missing with holes present in older sections.
5. Enployee lounge: Under sink plurnbing: drain fitting required
above trap for iltil from 2 compartment sink drains, rsrr trap fitting
not approved. open electrical outlet under sink. Verification
that outlets adjacent to sinl< on counter are GFI protected
required. Conbination retail bought outlet on counter is not
allowed adjacent to sink compartments.
No ventilation supplied to employee lounge (no windows either).
6. Leaks present through slabs creating ice patches in parking
areas.
7. Set nissing louvers to exhaust duct where missing and covered
by pl1nrood.
8. supply fan 1A is burned out.
9. woods shop area: open electrical panel in approved wood shop
area needs to be closed. Wood shop is set up in the wrong room.
Room size is linited to 5OO sq. ft. for wood shop to rnaintain 82
occupancy classification. Dust collection needs to be set up with
make up air duct connected around overhead door.
10. Remove all sign to abandoned stair exits.
11. Set permanent signs to aII restroom and stair exits. Presentsigns are peeling off.
L2. Return handrails in stair tower l-2.
13. Return handrails at top of exterior stairs adjacent toinformation center and transit center.
14. Patch waIl from employee storage room to parking(next toelevator mechanical room.
1.5. Label electrical mechanical room and set smoke seal for doorto such electrical mechanical room.
L6. Phone line for automatic dialer not in place in el-evator
mechanical room.
17. Plurnb pressure relief drain from hot water heater in closetin mens bathroom adjacent to stair tower 12 to within 6tr of floor.
L8. Repair penetrations in stair tower 12 from stair tower toparking.
l-9. Set one hour rated ceiling assembly below all wood truss roofstructures. This is mainly in storage room adjacent to Mike Rosersoffice and in Mike Rosers office.
20. Cab1e railing between the ramps and parkinq areas on levels2,3,4 is not acceptable. Tension is not adequate to maintain a
rnaximum of 5rr opening.
2l . Exterior stair landing for stairs from top level ramp down
needs to have extension to concrete guardrail to be approved.
42rt minimum height required.
22. The top level parking arears concrete guardrail is not to code
height (varies fron 39 to 4l-rr due to drail swale adjacent to rail.
23. Head clearance for stairs from ramp level to parking level on
levels 3 & 4 is too low. 6t8rr minimum reguired. Existing varies
from 6fl-tr to 6'2 L/2n. This involves two sets of stairs.
24. Guardrail are temporary or not existing and not to code
directly south of the transit center on the top level.
25. Barricade required at entrance to snow dunp area. The
concrete guardrail within the snohr dump area is not adequate.
Appears to be approximately 36rr and needs to be 42rr.
25. The door to exhaust tower mechanical room on top level ofstructure at extreme north west needs to have a lock and latch toprevent public access.
27. Roof drain directly south and east of information center attop level is clogged and needE grate cover. This is presently a
hazard to someone stepping into it.
28. Gas meters at top level just south of the dumpster enclosure
need to be supported adeguately.
29. Repair stucco at entrance to parking structure adjacent to
mechanical room on level three on south side.
lnwn
42 west meadow drive
vail, colorado 81657
130314792250
uE!!o
lirc department
TO:
FROM:
DATE:
RE!
CHIEF DI'RAN, VAIL FIRE DEPARTMENT
l,rrKE RosE, TRAN''.RTATToN cENTE" fl - --
MTcHAETJ MccEE, FrRE llARslIArJ U'
ITARCH 12, 1991
TRC
I conducted a walk through of the TRC as. you requested.have listed the iterns f observed.
1. The fire alarm panel is still producing RF interference stthe Fire Departnentrs energency radio frequency.
2. ,.The, fire alarm paneJ. status indicates an earth groundpresent. ..
3. The cover to the electrlcal roon door closure on Level 2off.
4. Electrical panel Hp I in the electrlcal roon is mlss
6,J spacers.
ft
rt'
/et
I]
trl
is
l
il
ind
ioJ s. !-ire extinguishers need to be nounted.
,(t 6. Handel on standpipe fire hose valve on 3rd level in stair a id'bu nissing.
V.- -T"rnorary handrairs Etill remain on south side of Transi!Auilding.
8. There are no fire detectors in the ceiling of the inf,orroratiod
-. L.- center lobby, the room beblnd the information- center front desk,PU or !'h-e_ hlgh ceiling in the ski museum space to activate the ftr{' , sprinkler systern.
^q. "/ ?. There is an open 2 inch pipe that looks to be a natural saeYg{v tt'n] on the south side of the structure east of the infornatlod
I
^
cenEer.
,. 1.0. observation only, there is significant standing water (ice) orf
qcv the sldewalk where the snohr is pushed off onto the Jouth stcie ldrrnf
a
11. There is no sheetrock li.d beneath the wood frame cap on thestorage roon adJacent to Mike Rosets office. The agreenenl was tosheetrock the cap and delete the fl_re sprinkler reguirenent.
. The two therrnal detectors in the lst floor east elevatoreqiripnent r.oom were wired in parallel , not serLes as reguj.red. llheelevator will not recall except upon actS.vation of one specl.ficfire detector in the equiprnen€ roora. suggest the recall be tledinto the F.A.P. to recall upon any alarm.--
tt 13. Decals on the stairway doors are pearlng off in numerous/tl locations.
,? 14. The accelerators on the fire sprlnkler system riser on levels
4l' 3 east, 3 center, and 2 west are not properly set up to operate.
15. .The fire sprinkler pipe hanger on level 2, stair ,5 lsnisslng. Thernal fire detectors are needed on the bottorn side ofthe landlngs in stair t.? fi{one of the thermal fire detectors instalr lf-have been tested or\.lnspected by the Valr Fire Department.S \.zbt
16.. There.is open electrical wiring in the 3 center, 3 west, 2west, sprinkler valve room.
nr.U L7. The electrical roon adJacent to the elevators on level 3 eastf- does not have either fi:se+p=i*tcJers or fire detectLon. 9*tu.*
t"
4l
. 18. There is an etectrical extensl-on cord. running overhead fromp1[-t},e center elevator egulpnent room. rt shourd. be rernoved.r-
- t ^,y L?. A cap Ls needed, for the fire department(^rl W siamese at 2 east.
Y t , .J.. | 2O-.. A cover is nissing to an electrical racewaytrttl adJacent to what lookJ tike a tine ctock.'lu"
connection on the
on level 1 center,
,"1'
fi
75 south lrontage road
Yail, colorado 81657
(303) 47S2138
(303) 479-2139
office of community development
Vail Transportation Center Final Inspection
The following is a list cornpiled during the inspection this
morning, Feb. 2, L99Lt at the vail Transportation Center done by
Gary Murrain and uike whitaker from the Town of Vail Building Dept.with Scott from PCL in attendance.
1. Return handrails or remove stairs and rails from top level ofinfornation center to lower -tenant spaces at interior.
2. set heat detectors in high areas of the 4th level in
information center in center and east rrbays.'l,6
..,C a. Set closer and smoke seal for door frorn tenant space 319 to
00t' corridor (only wood door in area).
, 4. Level tile floor in tobbyTcorridor outside of tenant space 319
\Lv where tile transition occurs from old grouted pavers to non groutedr pavers. some pavers missing with holes present in older sectj.ons.
(J
5. Ernployee lounge: Under sink pJ-umbing: drain fittinq required
above trap for rrtrr from 2 compartnent sink drains, trsr trap fitting
not appro-ved. (uo ventilatio-n supplied to employee founge.) ap ftiu* y'4ve
6. Leaks present through slabs creating ice patches in parking
areas.(
Lv7. Set missing louvers to exhaust duct where nissing and covered
by plywood.
,r.,0 8. suppty fan l-A is burned out., ',|J{'9. woods shop area: open electrical panel in approved wood shop
.y'v area needs to be closed. Wood shop is set up in the wrong room.!1'v Room size is limited to 50o sq. ft. for wood shop to rnaintain 82pij0l occupancy classification. (Dust collection needs to be set up with
Pj/'- make up air duct connected around overhead door.) fat/
,to{ L0. Remove all sign to abandoned stair exits.
C
pfr'"lt;^"
pcl- L2.
Set permanent signs to all restroom and stair exits. Presentare peeling off.
Return handrails in stair tower 12.
^.uL3. Return handraiLs at topyo information center and transit
,-L4. Patch wall from enployee
" elevator mechanical room.
of exterior stairs adjacent
center. 1..4 jT t+e( 4 A.td l4/L,
storage room to parking(next
to
to
- ,15. Label electrical mechanical room and set srnoke seal for door([-to such electrical mechanical room.
_r,r 16. Phone line for automatic dialer not in place in elevator/.Fmechanical roon.
L7. Plunb pressure relief drain from hot water heater in closetjftin mens bathroom adjacent to stair tower 12 and level 2 westr bathroorn to within 6rr of floor.
:r.18. Repair penetrations in stair tor.t ,h, fron stair tower toalVr parKrng.
1L9. Set one hour rated ceiling assenbly below all wood truss roof \
,1r, o/structure:. - Thi.s is nainly in_-storage rbon adjacent to ltike Rose'sr/'' f1q office and in Mike Rosers office.t'\
20. Cable railing between the ramps and parking areas on levels2,3,4 is not acceptable. Tension is not adequate to maintain a
maximum of 6rr opening.
2L. Exterior stair landing for stairs frorn top leve1 rarnp down
ML needs to have extension to concrete g"uardrail to be approved.\ 42rr mininun height reguired.
tl(,hr722. The top level parking arears concrete g'uardrail is not to code
flltheLVht (varies frorn 39 to 41" due to drail swale adjacent to rail.
-1223. Head clearance for stairs from ramp level to parking level on
ffiteveLs 3 & 4 is too low. 6!8-.|,rninimum iequired. ixistiig varies
"/4O fro 6rl' to 6t2 t/zn. This"ihvolves two- sets of stairs.-
'ltv6'^2 24. Guard.rail are ternporary or not existing and not to codef" ' directly south of the transit center on the top level.
t 25. Barricade required at entrance to snow dunp area. The
/^U concrete guardrail within the snow dump area is not adequate.'lu Appears to be approxirnately 35rt and needs to be 42rr.
26. The door to exhaust tower rnechanical room on top level ofttl structure at extreme north west needs to have a lock and latch to40' prevent public access.
j t' r
A.27. Roof drain directly south and east of information center at
$V top level is clogged and needs grate-cover. This is presently a' hazard to someone stepping into Lt. fc>< sa e4""o7-Fttt/- u
, c,- 28. Gas meters at top level just south of the dunpster enclosure
{,i+f neea to be supported adequately.
t6"
",<sl 29. Repair stucco at entrance to parking structure adjacent to/p' mecltanical room on level three on south side.
nrl- 3O. Grout/trin
["- exit tunnel .
around door to storage room at level 2 southwest
_..1 31.. AII foan insulation exposed in any of the compressor rooms is
frv required to be covened with a nininun 1/4rr rnaterial or removed' outright.
^,, tr. Cornplete repair of drywall on ceiling at entry to west level(1" z autnrobns.
, 33. An 8rr drain line outside of the break/ernployee lounge room is
Itl apparently clogged or frozen. Pipe is overflowing and creating antP' ice hazzard. Repair as necessary.
H4N0t44f
hwn
75 3oulh lronlage road
Yail, colorado 81657
(303) 4792138
(3{t3) 479213s
olflce of community development
VaiI Transportation Center Final Inspection
The following is a lisc courpiled during the inspection this
morning, Feb. 2, L99I , at the Vail Transportation Center done by
Gary Murrain and Mike Whitaker fron the Torrn of Vail Building Dept.with Scott from PCL in attendance.
1. Return hand.rails or remove stairs and rails from top level of
information center to lower tenant spaces at interior.
2. set heat detectors in higtr areas of the 4th level in
infonnation center in center and east nbays.r
3. Set closer and smoke seal for door fron tenant space 3l-9 tocorridor 1on1y wood door in area),
4. Level tile floor in lobby/corridor outside of tenant space 3l-9
uhere tile transition occurs fron o1d grouted pavers to non groutedpavers. some pavers nissing with holes present in older sections.
5. Ernployee lounge: Under sink plunbing: drain fitting required
above trap for trtn from 2 conpartment sink drains, rtsrt trap fitting
not approved. No ventilation supplied to enployee lounge.
6. Leaks present through slabs creating ice patches in parking
areas.
Set nissing louvers to er<haust duct where nissing and covered
plywood.
Supply fan LA is burned out.
9. Woods shop area: open electrical panel in approved wood shop
area needs to be cl'osed. Wood shop is set up in the wrong room.
Roorn size is limited to 500 sq. ft. for wood shop to rnaintain 82
occupancy classification. Dust collection needs to be set up with
nake up air duct connected around overhead door.
10. Renove all sign to abandoned stair exits.
7.
by
8.
11. Set perrnanent signs to all restroom and stair exj.ts. Presentsigns are peeling off.
L2. Return handrails in stair tower 12.
l-3. Return handrails at top of exterior stairs adjacent toinfornation center and transit center.
14. Patch wall fron enployee storage roon to parking(next toelevator nechanical room.
15. Label electrical nechanical room and set smoke seal for doorto such electrical mechanical room.
16. Phone line for automatlc dialer not in place in elevatornechanical room.
17. Plunb pressure relief drain from hot water heater in closetin nens bathroom adjacent to stair tower L2 and level 2 west
bathroom to within 6rr of floor.I18. Repair penetrations in stair tover iC from stair tower toparking.
19. Set one hour rated ceiJ-ing assernbly below all wood truss roofstructures. Thj-s is nainly in storage room adjacent to Mike Rosersoffice and in Mike Rosers office.
20. Cable railing between the rarnps and parking areas on levels2,3,4 is not acceptable. Tension is not adequate to rnaintain a
maximum of 6rr opening.
2L. Exterior stair landing for stairs from top level ramp down
needs to have extension to concrete guardrail to be approved.
42't minirnun height required.
22. The top level parking arears concrete gruardrail is not to codeheight (varies from 39 to 41rr due to drait swale adjacent to rail.
23. Ilead clearance for stairs fron ramp level to parking level on
Ievel-s 3 & 4 is too low. 6'8rr minimum required. Existing varies
from 5f1tr to 6t2 L/2a. This involves two sets of stairs.
24. Guardrail are temporary or not existing and not to codedirectly south of the transit center on the top level .
25. Barricade reguired at entrance to snow dunp area. Theconcrete guardrail vithin the snow dump area is not adequate.
Appears to be approxinately 36rr and needs to be 42r',
26. The door to exhaust tower nechanical room on top Level ofstructure at extreme north west needs to have a lock and latch toprevent public access.
27. Roof drain directly south and east of infornation center attop level is clogged and needs grate cover. This is presently a
hazard to soneone stepping l-nto lt.
28. cas meters at top level just south of the dumpster enclosure
need to be supported adeguately.
29. Repair stucco at entrance to parking structure adjacent tonechanical roon on level three on south side.
30. Grout/trim around door to storage roon at leve1 2 southwestexit tunnel .
3L. A11 foam insulation exposedrequired to be covered with aoutright.
32. Conplete repair of drlnrall2 bathroons.
in any of tbe compressor rooms is
ninimum 1/4r rnaterial or rernoved
on ceiling at entry to west level
33. An 8rr drain line outside of the break/enployee lounge room isapparently clogged or frozen. Pipe is overflowing and creating anice hazzard. Repair as necessary.
luun
To!
FROU !
DATE :RE:
2. lhe electrical room on level 2 at Stalr IZ has a fire
,., sprinkler head but no ther:mar detector. The fire sprinkler head(L- should be removed and a smoke detector lnstaLled or l-eave the firesprlnkler head and add a thermal detector. trhe roou was notidentified as an electrical roon on the fire alarn drawings butnotes on the approved set indieate therrnal detectors nust beinEtalled. 5.n sprinklered rooms.
&r'> h"."ll3u:'t'o'on the 4th level locker room at Stair 12 is not
rise thermal detectors in the rest rooms on the4. The rate of
Ludvick Electrlc requested I conduct a flnal inspection and
ocL acceptance test at the TRC. r conducted the test and inspectionf-- thls norning. f have l-isted the result below:
1. lhe two thermal detectors ln the elevator nechanical roon onthe lst floor center zone (at stair 12) are not wl-red in tandern.one thernar detector is tied into the fire sprLnkler actuatingcircuit and the other is tled to a tlo vAc shunt trip for ttr5elevators. rn addition, the thermal detector tied into the shunttrip is danaged and needs to be replaced. The approved plans only..call for one thernal detector in that room.
42 west meadow drivevail, colorado 81657
{303147$22sO
I,TEIIORANDt,}I
cary Murrai-n, Chief Building OfficialMichael Mccee, Fire MarshaL/i)January 28, LggL ry-'TRC Fire Alam System
fire department
ltL
ay| wgst end have.not been replaced with fixed teuperature detectors.u7 The rate of rise detectors have been activating when the door isopened which causes the treaters to turn on, which in turn, set offthe rate of rise detectors.
nnlL,-S. The nanuar pul1 stations in the information center have the
have been dl-sconnected for the tirne being.
etL 6. The information center does not have the proper nurnber oft-
wr0
/\8
the:mar detectors instalred. trbe plans showed a ther-mal- detectorin each of the bays. Tlro themal dltectors have been instarled inthe east bay along with a smoke detector but the west and centerbays do not have thermal detectors reguired to activate the flresprinkler system.
7. The fourth revel manual pull stations and thsmaL detectorshrere to be zoned on circuits 44 and 45. They are currently tiedlnto the third level circuits.
8.- _ The RF problen wlth the fire alarn panel has not beenaddressed. As it now stand,s, the stray RF is lnterfering wlth theFire .Department radio frequency - and hindering emergencycornrnunications. r understand frorn Motorola, this problen has-beeiridentified and solved in other locations.
OTHER
r also observed the covers for the recessed sprinkler heads inthe rest roons have been painted and thus rendered inoperable. Thenain electrical roon house panel is nissing a cover panel . Exitlights are inoperabre in the loner lever or tne trans-it center.rV
lmn
1.
2.
3,
4.
5.
6.
75 soulh hontage road
Ya|L colorado 816ltt
(3G')4792138
(3q147$2139,
offlce ol communtty Ootgo$nent
Vail Transrortation Center Final Electrical Inspection
February 6, L99L by Ernst Glatzle and Ieo Vasquez
Lights in south Bus Shelter not working. (powerline out)
Remove all conduits not in use fron switcli gears and J-boxes.
Seal off openings in switch gears and J-boxes.
3'
Feeder for pole lights on lrleadow Iane is cut off .
ExLsting receptacles in structure & stair cases donrt work.
Level #1 T.O.V. shops:, -open'J-boxes need covers on unit heaters and switches.
-Wood shop bas open panel .
-Wood shop; needs dustproof covers.
-Wood shop make up air unit open J-boxes.i-Wood shop dust collector not installed.
All o1d compressor rooms need J-boxe covers and reeeptacles.
Remove old existlng swl.tch Eears on southside.
old elevator room needs 110 volt feeder and receptacle.
Install 6 X 6 J-box cover on heat trace J-box.
Level 2 Mens room east end needs Light in janitor closet.
Lunch room has open wiring irnder sink.
west encl storage room has no{ tignt or outlets.
East end feeder for gates is cut off.
Level 3 nechanical roon near center stair*ray has open il-boxes.
Feed wire #10 guage for three east end check out booths
appears to be undersized for an dpprox. distance of 5oO
feet.
7.
8.
9.
xo.
11.
L2.
13.
14.
15.
16.
ChcnSNorthcl'rr,Inc.','Elllq l^1r'r-.r ao4 a'jlFnlrt.
REPOI1T OF CONCRITI TIST CYLINDER D,ATA
rt^!imr^t'rn'fcF'|ro.]t[r[1n|lF||!rE0,nolntsI|'vt-.'tttn''fI5|,|r:'t,'!nt]loAlI|rcor'llx'.lw''rr.frh{.r sr^rtltt.fti- cortt rnrrF on rxlrlcrt..orrrlt nr, uf.uJg ollt'tt ||rn^roa}uot |'tf raJn lo l(l rrl lrRrlltrc.
^ nr'!.' .. rrl 11itT'l c,-- or c6n r-
rod {o. Cr{,!tJ a/eo
-l'i! r
TO:
TorvN 0F v^t t.
nttl: !lr. Stan Bcrr)nnan
75 South Frontage lload
Vai.l C0 876!''7
PRo.rEcT A(ldi t ion to vail 'l'ransportati on
JOU l.lo. 4 393 90
DAILY REPOIIT NO.
INVOICE NO.
Vir i. I , Co I ora<lo .
DA;E: 10- 1i.-90
SHEET 1 OF ,1
Ccntcr,
PIACEMI-NT LOCAITON:l{al1s, Level 2, Stair No. 5;
[]ATCI{ IICKET INFORI,{ATIOI{:
suPruER lr/cs Lcrn Mob j. lc I nuc|( lto. 54 ]lcKEr l$01 2791, MV oEsrcN tlo. t\tix A cu. .ro. B
llME tlAlclltD 1:43 P.M. nME ltltllvTJ J_:50 i).14. IluE Pl.,^c[D 1:50 P.II.
FIELD TESIING INFORMATION:
TfM€ IE't UXen 2:00PM sLUuB 3/4 n. An co rt}tr 5.0= wEr UNtr wEc I L43.9 pc.t. srurP|'.E ]EuP.6Bo lrt :I}.".6001-.
JOo SPtClFlCAllOl6 sLuup O_-5 tN.
^R
C0NTO|I 4_gE W^nin ADO@ Ar StrE d r/l,L ftEr4/\Jrr(s 24 of 4i vd3
CYIJNOER INFORMATION:
tK). oF cYl lllDrE lS 4 cn rtrrlnr sUti ()tr x 12rr ltMri cnJrtotRs cJsf 2:15 P.M. v/lltj{E c-$t 0rr-Si tc
CURING INFOIIMTTON:
lNtlul cullE on-Site ntro srotlAcE l-^ctunEs Cure Box MIN.,/MM. o^rtnl,iE Ar ua]o-l J-go
D{rE srnrppED 10-13-90 sr: S. Urton nr:rr fiKs
AG€
DA)s
o^l€
lESIE tur L t.oAD(ltr)UIAMtlEN(|l.rclt[5)lJrt(sq. H.)
cor.rP. 51n.
(r'31)
TTPE OF
Hr crune
c-vl,,lti)t:fi
w[]or{T(ur)
crulr0mulrlr ll't:lct tI(rlcll
7
28
28
28
10-19-90
11-9-90
11- 9-90
11-9- 90
84 ,000 6. 00
6. 00
(r.00
6.00
28.23
28. 28
28.28
28.28
2974 conical
3000 Psl 0?6 O lsOFJ'GN STRE}I6N{
lt5T5 |ry tlUo't^lt w nt|.:i.rt Mr ot r.J:{)nrlrrrr h1trt ,ftl x:rrr l: a'nv uf-llDD:i |trlllSJ olllurratc llolto
S{r!t rtlf{nu llorl olt l||ls lLsT ln,${rl u l l[ rn0vlo(D ttt orllulS.
PROGRESS REPORI: Concrete was placed in the forms rvith a punp.
Sarlnle was taken fron the tTuck discharge.
coplF\ Michacl Barbcr Alchi tccturc;
Andcrson f1 llastings;
I)Cl, Construction Services; lllcstern Mobilc;
UllS Consrrltants ; l.lr. Gary Murrian;
-
e rrr.rnn T. Larrdiik
r.rci-b bub"rirveR APPRoVED ltr
Chcn€Northcnr, hic.
REPORT OF CONCRETE TEST CYLINDER DATA
t'{;'''''\.)
N^!unutFndrcTrtDd,rMIit.nfnnE^,|ool'Fttt'vl?\,|lnt'Y'fsr'i:3l,|.i!ri'oAsl||rcor'ro|H'W.-.|r|rfilnTlrKrr.lrs|^lfyf',l!..orri|r|'r,8o'rxtn|c1tnon[|cd|'r,.,."'*.ijn'.iiii'io,irj'rrnrnr,d-ounBl|t|tll^,|A,
lour\lnJr ur4tss on(t ,rnw|oa|rtlns rfi ,aJll l o lt, lrl lYllllltx;.
^ M'h- .'. u.lif ff f I c,..l or .o-F.rr-
trh th, CUtttJ {/CO
'4rFllln1 lrqtrEri .n s<lltht.
TO: JOU No.4 398 90. pgE; 8-28-90
TOWN OF VAIL
Attn: Mr. Stan Rerrynan DALY REpOKf NO. SHEH- 1 oF 1
P.O. Box 100
Vail CO 81658_0100 tNVOtcE NO.
P]R0JECT Acldition to Vail 'l'rlnspo rrt at i on Center. Vai 1, Colorado.
PLACEMENT LOCAIION:
Floor Slab., Level 4, Linc B to 89, Grid B to 11;
BATCH NCKET INFORIiIATION:
suPruER l,\testern lttobilc
TIME IIAICIIED
ncKE'r No, 1857 Mu DESTCN NO. c CU. YD. B
nuE ARRIVED 7 : 45 A. M . TIME Pt Acs) 7 : 50 A.l"l .
rnucl( lro. 49
7 :50 A .M.
FIELD TEST1NG INFORMATION:
lluE TEI TN(o{ 7:58 Atrl sLurJP 51t
JOB SPECrnClnOtE stuuP 3-5 rN.
NR col{rE r 7.2rwr UNIT \l1lcttlls7.0
A'R CONTOJT 4- 8I W^IEN ADD€D AT S'TE
t'cl. STAr.|PLE TEtlP. 71o llR 1U/P.65 o
p cor. nrrrnxs 32 of 67 ydr
tll.
CYUNDER INFORI,IA'TION:
No. oF cruNoF-Rs 4 rrultDrn stzr 6rr x l"rl wllenE o\sl On-SitclluE cruNDEtls c,Sr 8:06 A.lt{,
CURING INFORI,{ATION:
tt{IIUL CURE On-Site RE! sron cE rActU1Es Cure Box MN./IJA(. oArEnuE AI U\n- 8-29-90
n TE srntppcD 8- 29- 90 r : B , Carr nEJunK*
ACE
rAts
O TE
TESIU)
tur L LoAD
(tBs)
DAMC'IFJI
(rfrc'rEs)NlEA(sa. .)
co!P. sTR.
(Psr)
TYPE OF
FIUTCTURE
C/UIIDER
w€xrlT
(lrJS)
c/uHDet{
uNtr woc+fr
(Pcfl
28
28
56
9=4=90
9=.2s-90
9-25-90
10-23-90
96,000.
L20,00o
121,000
L2B,0oo
6.00
6. 00
Cr.00
6. 00
28.28
28.28
28.28
28.28
3400
4250
4280
4530
conica 1
qcn,/shear
shear
con/ shear
OESrcN STR€NGIH 4500 Psl o 26 DA.yt
t6TS gf wgr^IoRt Ftrr'fr|'rn. r,rf ul /(rtr.ro^Icf lfrlnt {it!1 rrl'rf Alrrl uf.Itnm Inn l= on|tj$]3( tlorfD
so!€ ltlloflrl^lloll oll lllts tlst lttFonl [l Y |I: ttllovllx, fi oll[r5'
PROGRESS REPORT:Test sanples taken from truck discharge;
coP,Es xillil:^'i'il::.lilli'"cture ;
PCL Construction Scrvices; Wcstern lnlobi.le;
URS Consultants ; Mr. Gary l'{utrain;
B, Carr T. Lau,.l: ck
FIELD ODSERYER APPROVED FT
ChcnSNorthcnr, hrc 'a.alun? l.^gLHt 6.., S<r- rtl.
REPORT OF CONCRETE TEST CYLINDER DATA
r3^q,nut|9orrcTrnI,nF[ri-n|rnntt^,loo(,irrl'\4.s.r!Inl'Yfr:rr,{:|liun]''As|rrf,r']DlMIw..,}lfr'!t{ .t <tlttt ttrE t-nr4t | 7ixt6 orr fxln{islovntrll| Urtt5l ollrti rrlntr,ll/uns ^,( rr:tit l.o lo [l ri{lllll:.
^ r.-irr- .. ,*l r riij-lo-,o or .o6rd -
t..i N6. Ctrf,l lll l/0O
'tt Tgtr,N OF VAIL Joo NO' 4 398 90 DATE: 8'30=90
Attn: Mr. Stan Berryman DALY REPORT NO. sHEEf 1 OF 2P.0. Box 100
Vail CO 81658_0100 |NVO|CE NO.
PRGTECT Addition to Vail Tr:rnsrlot.t at i on Center. Vli1, Colorado.
PI.ACEMENT LOCATION:Level 5, Dcck Topping, Lines Ii to G, Lines 3Q to 36;
ITATCH TICKET lNFoRlvlAION:
suPruri Western Mobi le
lruE rr^rcHo
mucK Ho.
4 ;31 A.M.
7I4 rCK[r ]lo.
NUE ARRIYTD
,lv4z
4:43
Mtx DESTCN |.rO. c Cu. n'. I
A.M. TluEPLrc@ 4:50 A,lvl.
FIELD TESTING INFORMATION:
IlrE rEs-r T XEN4:55 AM sLuuP 5k
JOB SP€CtnC notls SUrUP 3_ q
,vn corrgrn6.9: wEr uNlT wEctn 159.Opct.
ArR CONTDTT 4-g r WAIE I ADDu) AT Sm 6
s,aJ,tpLE rExp. 70o ,rtn rclP.40o
col. nan^ Ks:8 of 40 yds
lN.
tN.
CYLINDEIT INFORI,V\TION :
|ro. oF cylJHoF-Rs 4 rin.nloE|l slzt:- 6rt X 12tt rur cruNDEns c^sr 5:08 A.M.On-SitcWIENE CAST
CURING INFOR},6TION:
DlrIW. CUR8 On-Site RELg sroRlcE r'fctuTlEs Cure Box UrN.,/1191. o E/nuE 11 1,{r 8-31'-90
oAlE slptppfD 8-31-90 F/: B. Carr REIrIRK&
AGEDl€DAII
IESIE)
TOTAL I.O{D(ris)DI METE'I
(rflclrEs)NlFA(sa. ru.)
c!uP, sTn,
(Psr)
T/PE OF
fllAcTUnE
CAJNOFN
wuclfr(urs)
GtlJNOIR
uNtr wlrfl |I(rryl
7A
28A
2BA
56A.
9-6-90
9-27-90
9-27-90
10-25-90
110,000
l-23,000
122,000
136 , 000
6. 00
6. 00
6.00
6. 00
28.28
28.28
28.28
28.28
3890
4350
4320
4B10
shear
conical
con/split
con/ shear
DESICN STREI ICTH 4500 PSI('26 0lT
ff,sTs ttt tllro.Uloft/ FfFs.Flt,tl. l,lt |lr aa,r.-on0{,x:i: wnrl A,'fi r,,r f Anu rrlllltlts tltlll:jtri Ofttr'Frll3f llolfD
gollt lNl ulllJ^lloll otl llt3 tlsl mrrofrr u Y tL l-ft(^/D(D ttt olll(nt'
PROGRESS REPOKT
Sample laken at the tnrck discharge;
.nprtrq Mi chael Rarber Architccture;
Anderson ti llastings;
PCL Construction Services; I{estern ltlobile;
URS Consultants; Mr. Gary Mr-trrain;
B. Carr T. Laucli ck
FIELD OBSEF/ER APPROVED iTT
ChcndlNorthcrn,Inc coRRE$TEp QS|FY-',.Eltlrq hql,s.r .rx, scr-lhl.
REPORT OF CONCRETE TEST CYLINDER DATA
^l^|,uI[|,FFimcTlI,q'r|.Tt'Il|tnmEr,lDlIW<l|'v1,l[Frlo|lIs[rf3|,t|!iarlnA.i'tt|rc4|'lr'|'.fw--.rb'|('r'^'Tr,ft45.cl''cttr|rtFo'rtxTnA:|smfIl(nnte^,r|,'r'oun"rx,,.rsri'-iiiirrr'iorliote
4ou.alnD utltlJS otllLi fatwlqrrurns r t rfitfo ro lrl lYlllllllc.
^ 16t- 6. rrl fitrfls-e or .0616r-
..m r|- Cr.tt lJ a^O
To: JOU NO.4 398 90 DATE: 8-j0_90TOI1IN OF VAI L
Attn: Mr. Stan Berryrnan DALy REPORT NO. SHEff 2 0F 2
P-0. Box 100
Vait CO 81658-0100 l|tNOlcE No.
PRGTECT Addition to Vail Trflnsportation Center, Vai1, Colorado.
PI-ACEMENT LOCATION:Level 2,Grid 36 to 33.2;Deck Topping, Line B to C,
BATCH TICKET INFORIJAIION:
suPruFi l{estern Mobile rnucl< lo. 119 ncKEr trc. 1950 Mrx DEslcN Aro. C cu, vo. 8
lluE II^rcHO 6:58 A.l{. nuE lRRt!'ED 7:10 A.M- lluE PL,ACED
FIELD TEST1NC INFORMATTON:
lluE TEsr rN<t}l 7:45 AMsLUMP 7 tN.NR @lflEtfT7.4 : wEr UNn woon1135 . g
NR CoNTE|T 4- 8.r wArER ADDED Ar SrE
SaJrPLE "lErP. -- AIR IDIP.71O
rhr. RorAr cs g 6f I o,l v,l3
p";1.
6JOo SPEqnA T|OttS stuuP 3-5
CYUNOER INFOR}I.!\TION:
lO. oi c.ruHunSi
"'-"-4'- *,ror.,, ..,r,'. 6rr * 12rr truf crruHofrs crst ,.rn o " wume c,tsf.0n-Site
CURING INFORMATION:
IN|IUL CURE On-Site RE-o 519ttrcE F CIUTIE5 Cure Box MtN.,/r{AJ( o rEn}rE ar uU 8-31-90
q lf, srRlpPs, 8- 31- 90 rr: B , Carr nEl,^RK&
ACE
D1€
DA'IE
lEs'tE
TSTA]. LOAD
(rBs)
ut r,rEIF_n
([.lc]rEs)Nlf,\(so. rN.)
@uP. fln.
(rrsr)
TYPE OF
nucTune
CruNOER
WEc|IT(uts)
clruliDf-R
uNf r wllct fT
(Pct)
7B
288
568
568
9-6-90
9-27-90
10/2s/90
ts/2s/ea
86, 000
105,000
126 , 000
123,000
6. 00
6.00
6.00
6. 00
28.28
28.28
28.28
28.28
3040
3'120
4460
4350
slpar
son/shear
con/ sh ear
shear
OESIG}I SIRENGII{4500. Psl o 26 D^\6
rErs t/ wtqurc|rr ltftsarl tl ,.nt lrl r.l^Jxro^r|:f, *1 t lFl iTJrf Aflu ltrlrnt6 Itrllf,s On[ftvl3e tlolto
5osc [r' unalotl otl llni ltsr ml!fit ]'AY l( ftlo'/tl)cD IJY on|t,,is'
PROGRESS REPORT:
Sanple takcn at truck discharge. Balance of
rejected. Western Mobile represcntative requested another slump.
-+concrete at J-. yd h/as
Results were 6t'.
..rDr..q Michacl Barber Architccture;
Andcrson fr llastings;
PCL Construction Services; l{cstern ltlobile;
URS Consultants; Mr. Cary Mur:rain;
R rrrr^ T. Lautli ck
nruo bn"sttrVeR APPRo\ED Lrr
Clr0n€Nor1.hern,lnc . F['0 AUc 1 4 €m-
REpoRT oF netxroRclNc srEEL oBSERVATIoN
ffi ,.rE r., d'wnr tr-1qpg!!! *a ttrtrrD ," rlf oo'rrxn,. pia'rv of art cux'l rlo ,.tfixt rDl rDi PrT rE^-
lxw q.i^nr.xrl c.'au-*t . rxri.ctt .r,rr t'r -irc^r.€ q,r r.of- g-iAriio'fii5-iirr rnntor 'riiiiirl- retaul nr r rl''qrJ f '^r|rn rrirlB rs
iiiir?rri iiuro -ottr-r l*xurnr rE ,.iirx lo H rrtirrrr
^
.Et- r, t"[iiXl l-" .r ...it''r-
tdn trn. Crat l! a/9O
erAht 5rC-r Jrl ldrnlltr
ortation Center,Vai1. Colorado
To: Toh,r{
Attn:
P.O.
Vai 1
PROJECT
OF VAII,
Mr. Stan Berryntan
llox 100
c0 81658-0100
Addition to Vai: 1. Tran
JOB NO. 4 398 90
DAILY REPORT NO.
rhNOtCE NO.
DATE: ?/r/9O
IB SHEET JOF
sTRUCTIJftE llew wall cast on existing west ranp step footitgs:-Iegting pil
cosuefis
detail reg. 2 #5 toP will
be in-place at tine of
poul
T'gyB Ber SteP 81. 2r +LaP
Botton mat cont.
Cont. eection A-A Sub /f5
Bottom, Schedule H
2#5 bottom
7tf4 a LB'r
T&E co
Z l3ars
@ lZtroc
ace /14 @ 18
oc
13 /17 each
Tray
7#4lt\
#,
2B#4 @ 12"o
L9o'/14 x 3tzx Btr
l8rtoc eacli
tow 1OO
BrTo-BrB
-tf
A Line,/Il-I2
l\. $-8.2r 4Grld I
ll
89 Line/Z?
sPEurp Trtn$ $ErL cn IE 60
RElffiq a AlnrUUesC, Clean
cur1Ar{cE
^trD
coyEft 45 f€Qo
SPtrc|Ne SPECfE TXX{! €tS }eO o
B R gf,PoRIS: l'l?t
E n rxs ttso
6 snoe Df, rrts usto
El cogmrlon rsvtstD
E nlr-rse osm/ noN
E plrr-lw ortrylTlo|l
rrer.,,rce conanrce JeE
UET PROfCT UET PROJECTRgtulRorens REOURSaEXISIr€N tNtlUltY sl.lE{
Eurll{@ RE-EoAtrlN@
PROCRESS REPORT The rei-nforcing steel was placed in general confornance
with project plans and specifications.
llltl. Carr Steven L' Fawlak
REll) OBSETWER APPRO/ED T'
Michael Barb.er ArchitectuTe,
COPIES Attn: I,11. Scott Ward; Gary N{urrai.n
PCL Construction Scrvices' Attn: I'lr. Denny
Arrnour; Andcrson fl llastings:
Clren€Nonhern.lnc.CorrrrUng taslnio ..a Sd-{}.|.
REPORT OF CONSTRUCTION ACTIVITIES
rs A |lrnrl Fttotfcrxrr 10 clrxnl Irf, Frrr.E rro olr|rEtwl Alt if,t(fl:l laf ![n Tttr] as tri: oorfrfxn{ P'trFirt d ctt olxnl l,o a'nofiratrx ttt Af,tx-
no.a aa sratfitx6 co{lus6 (! rxnlct! t?o{ on fi€n nta{ our arxxlr:-r instr*i.o prluro o.n rrrrnn rprtirx- s'^lrtct f[ oE DGFolrD d T fr larro 6
csa'ult:) r|rr,sl onI'l |Atr||€t|Ixrs |n{ l&ut lo lll lllllr(r
^ rr.r.r ., hl l.lltl lsrt .'. ..|h"'l.-
fdrn tl.. Cr.ElOt '|./to
To: TO'N oF VArL JoB No. 4 3e8 90 DATe 1/7/90
Attn: lt{r. Stan Berrynan D{Ly REpORT NO. t9 SXEef lOf JP.0. Box 100
Vail C0 81658-0100 lNVolCE NO.
PRq,Ecf Addition to Vail Transportation Center, Vai1, Colorado
wEATHER coNDmoNS AND TEMpERATRE cloudy, 60u
CoNIR^CTOFTS CONSTRUSnON ACrvmES
PMSONNfu
I|AIOR EQUIPMENTT
ICIMNES:
CHEN-NoRTHERN's srTE AcIMnEs Obeervationr inspection and testin8'
nil-iirriicfnd'ste'ei"i'eiriT pfaced in west ranp footings_and level on footing
pad. Testlng of concr6te nein6 placed at A Line'/Ia11 Grids l1-I2'
ireet ranp fo5tings and. Level one- footing pad tota_I pour BB cubic-yards.
Tgo #4 x 3tz i B, 18" oc each face placed at time of pour f-7-90'
Footing pad 89 Line in-pLace 7-7-90.
VERBAL COMMUNICATION WTft CONTRA TOR, ENGINEER, ARCHTTECT, OWNER
cop,Es Xill?"'rf"B::,t'fi1*;tl1i"il,,",i'-,
PCL Construction Services, Attn: Mr' Denny
Annour; Anderson G llastings; -.UllS Consultants, Attn: Mr. l,es l,llood;
Bill Carr Steven I-,. Pavlak
RNl) OESEfWER APPROVED FY
'Chen€Nortlrcrn.lnc
-l
I
\
C{rrl|ht fnflr-r rl sd..aL|.
REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS
|l A |lrnl. ?i('llElEl E cuml t'( rtfE l,|) qtnvB Al |rFfi rnf ti.llfD ar frf coaDctttl{- ti(rtrTY f ar,l c|lt lt llo artncllDl 7r' lt-|l-E^-m., d ttattE atl r€l'Ir! dl rxrxcrt rr(x rn [o [|a€ otr Ra.omt r |l:tivt' poot€ cr,r tElrt]t ^,rto/& sllftll ru !€ DltlcrD ct,rrtl lt n(l Eoorrurgt u1[r onrt ,aalrrxn x[ la.I-o m t{ Flltn
A in-r.- d r'.[FiFln r rt ..nrntr
fdrr t\ Crtt laa 4,/aO
To: 161911 oF vnrl JoB No.4 j98 90 DATS ?/?/9O
Attn : Mr, Stan Berryman .i .\p.o. Box 100 D ILY REPoRT No. f9 sHEEr zOF J
Vail CO 81658-0100 D$/pICE NO.
PROTECT Additi on to Vail Transportat.i on Ccntcl., Vai1, Colorado.
spEEEATroir! st lnp 3- 5srrual,lt.t'iobilq1q m. 30OO @ 2BA '^n
c(xrElrr 4-B
ALrorr TEuPTnrTURE nrlrcE 60-80
IE;T
Nq.rRUCr(l{L TC'GT
t{().TUE
BATCIIE)
TIIIE
ANn'lfiD
1 €
SAIPIED
RnOUflPt{@U TEN
EBIN
Ff\ourTtor.l@uxrfi
oorPr.EIloN
CUEC YAG
t-oAD/
cUUUL IIVE
I|A'ER AOOE)q^|.lJot|s
I
2
3
4
5
6
7
106
4B
54
100
114
44
106
oLoz57
oro75E
o10760
010761
olo?62
oto753
010764
5:O6
7 zA\
7:L9
7:34
7:44
7 255
B:04
6:23
7 zZL
7:34
7:4o
B:OO
8:05
8: 14
6t31visual
7 245visual
rrisualvisual
8:25
as reg
as req
as req
as req
aB req
a6 req
as req
a6
as
as
ag
a6
AE
as
resl B.o
req I 16.0reql 24.0reql JZ,Oroql 40.Oreql {8.0reql ,6,0
4
0
U
U
TETl{L sLlr?
(Dr)
lno(}{nilr(r)
ET UilT
ftlcHr(Pcf)YAD ooftcRErE
TEIFE-
RAIT'if
co
ffx^tu<s
I
I
3
3 L/4
5'O4 L/2
5.26.0
6.5
L45.i
r42.1
L43.i
70
6B
70.
PR(rcRESS REPOTT
COptES MichacI llarbcr ArchitectureI
Andcrson {i llastings i Gary Murrain
PCL Construction Services;
URS Consultants;
Rill Caru Steven L. Pawlak
FIELD OBSEFVETI APPROVED FY
To: 1sp1,1 oF vnrl JoB No. 4 398 90 DATS ?/?/goAttn: t"tr. Stan Berryman .r /\ z .?p.o. Box 100 - DAtLy REPOFiT NO. L> sHEEr .2 0F 'Vail CO 81658-0100 h6.OtCE NO.
eEq{ECT Ad(lition to Vail Transporration Ccntcr., Vai1, Coloratlo,
sPsFEArn$r surup 3-5 An cor{rn{T 4-BEPflJml4t.l',1obi1s/u r.o. A ]0O0 @ 28 rao{rranpEn^ruRE R }tc€ 60-80
lElrt IFT.,C(t{L llcxET
NO.
llt!€
EATGITED
"I[rE
TREVED
TUE
S I|PIEO
RnOU,IEN
COU}IIER
EOOI
RE\rOUJIlOil
@UNIER
@UHI'IK'
:u|Ic YA&ts
t-o Dl
CT,UUIAIII,E
UAIE AOOS'
oAllJot{s
B
9
10
11
48
54
100
114
0loZee
9Lo767pr076B
010769
8:15
Bz25
B :44
9zL5
Bz34
B:40
9z2o
9:35
visualvisualvisual
visual
as req
as req
as req
aa req
as req
as req
a6 f,eq
aa req
54
7?
B1
BB
U
0
si
B
lESr
MT
sll,tf(rn)An
cxhfrE{r(r)
*ET UHTT
wtFltT
(PcF)
ra"o cormm
TET'P€-
t|^TUn[
cF)
RDrffU€
4
,
?2
74
Truck #1OO on-site for B0 nain.
Truch #114 on-eite for P0 urin.
Delay due to rebar level one and
bob cat dovln tine.
PROCRESS REFOTT
nnplFe Michael Barbcr Archi tecture I
Anderson fi llastlngs; Gary Murrain
PCl, Construction Scrv.tces;
URS Consultants;
Bill Carr Steven L. Paw1ak
RELD O6ERT/ER APPROVED FT
'Clrcn€Northern.lnc Cd-ftra t,rctrt tta Sd-tL
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
at A tanut aDtrtf,t I| alrxlt r;rriE lr.l ottlrrv8 fll dtflt|t A,lt itfim at nE o!'arDflut tg(FttY (r dn drrtl |,l, arlt(lllt,tlDl For xrilrJr-rpr q nerrranr coormr'ti 'axnicrc-nrri a |[or-uic tif itrvrn n rrrwo mlIIrB d,n rruTrtl| ,l|Prdx- s l|'ut lrl E oarurD (f rmt lErrI EocttlrrD u.utr oDlt an qtl|I,fn ,|l. |.rll, lo lt t'|ttt
A 'r:r-, r.lTiFlr- tt .rir.*.
I-i l.. CIII l.|. a,/ao
Chen€Northern.lnc.Co.r.d{t{ lngL|.fl .?td sd-'Utt
REPORT OF CONSTRUCTION ACTIVITIES
ls A lr,nr.L ?iofiEmi Itr clrxrl rrf, 'trrIl rrQ otr!f,rl,r!. r|. rrt'finr reE srrr'rrm rs nd coFrrxnrl PrttftrlY or oun ort'Tl rro ^r'DGorvDl
foll aT n-
iol or stltrlr"rfs, corrt"r!86 (r r:(nu6r! rltlu m s€orf'rm olr arrqiri-f-rnirvb- t'tittilto oxnior erirgt'rL 54ttnr frr E Dlsrqn c 'ftr [:n*' 5
co'tflrD lrr.I5l! (mrt rarraqraxni l,rf ll[rD lo fi rllll€-
e rrrrr er *[irfX-ly* o, elrrrdr..
fld |a.. Clf,tcI/r ./CO
To: TOWN oF vArL JoB No. 4 3e8 90 oNE;' 7/9/90
Attn: Mr, Stan Berrynan DAILy REpOFf NO. 20 SHEfil OF I
P.O. Box 100
Vail C0 81658-0100 llWOlCE NO.
pRqrECf Addition to Vail Transportation Center, Vai1, Colorado
WE{THER CONOmONS AND TEMPERATURE cloudy-partly cloudy, rain 6honer6 a.n. - 7Oo
CONTRASTORS CONSIRUCNON ACTMNES
PERSO}INfu
I.IA'OR EQUIPMENT:
ACtMnES:
CHO,I-NORTHERN'S Sm ACTMTIES Observation and inepecti-on: B8,cB Excavating
cont1.nues to excavate for new building site east of ercisting structuret
pipe for repahs to eewer linee, Level One, Stalrs #I1r are on-siter and
gS.B is working on the repairs' Steel reinforcingr being placed for step
footlngs Llne p.g-Grids 3O-13.5. Concrete cylindere of Saturday 7'7-90
pour were taken to Lab and f-day breaks of cylindere, A Line waII wlth
?tr slunB were nade.
VERBAL coMMUNIcATIoN WNH CONTRACTOR, ENGINEER. ARCHITECT. OWNER REPOTICd TESUIIB Of
?;dat Cyllnder break to Denny Armour, contractor and Les lltoodr owner
representatlver
Michael Barber Architecture 'coPlEs Artn: Mr. Scott Ward;Gary i{urrain
PCL Construction Setvices, Attn: Mr. Denny
Armour: Andcrson fi llastings;
tlRS Consultitnts. Attn: ltlr. T,cs ltlood;
Bill Carr Steven L. Pawla,
NE.D OSSEN/ER APPRO/ED FY
Chen€Northern.lnc C.r|.rrt nC E gla...r ord s.raiJri.
REPORT OF CONSTRUCTION ACTIVITIES
rS A rlmnt Fi't|lCmX D cttxnt l|f ',1[t lr0 (xrttraw3. al i?troil:l |I€ ! lrartm AS n{ Co|'rt,.Iur t'litftrr t OLi Cl'f}fnt l,.t A'Trr|tI ip'l rn n,l -
tyr. cf sl^rrl|.,xtt co€u!ro{! m rInrcl! rFo.a cn fuf(rt(l n'r apoirs-s -rii:rniio '1r.i'trriYt
'r'8
rrmru ipnrovr- s'lrtli $u tf l'6Fqrrl t lr[t lE tl€ E
c(r4lrIll, I'|IIJS O llr .r8r^}rilr{ls ,.4( l&Ltr lo lll wftlllo.
^ "-r* ., r.[f fX-lc-r c ...w-
fdir lrr, CUt ldA 1,/lO
TO:TOWN OF VAILAttn: Mr. Stan Berrynan
P.O. Box 100
Vail CO 81658-0.100
JOB NO. 4 398 gO
DAILY REPORT NO.
rtworcE No.
Vail, Colorado
DATE: ?/lO/9O
2L sHEEr I oF
pR61JECf Addition to Vail Transportation Center,
WEATHER CONOmONS AND TEMPEMTURE Clear 8rm1 1 partly cloudy-pain showerg p.n.?Oo
CONIRA TOFTS CONSIRUCNON ACIMTIES
P€RSOIIINfu
IAIOff EOUIPMENI:
ACIMNE$
cl{Et{-NoRTHERt{'S SITE AcrMTlEs Observation and inspection; lowering of 8asline north of Frontage R4,, west f,rour Village Center Dr. 1 €ast to-B1ue
Cow Chute has started. We-obtalned a Eanple of road base naterial to
be used. as fill for sianaard property tes-ting and moiEture-density
relationehlp. Rebar being pliced Level One footingr F .LLne/1O. ^,Coordinatioir neetins /13 a[ fO:OO jobsite. B&F Excavating has con-
pleted repairs to 2['r Lnd lZtr sew6r lines Level Oner Stairs- #11.
B&B co*pactton rollerls down and repairs are being nade. Qbeerved
excavation to natural 6oilse L,ine 99-34-36.
VERML COMMUNICATION WTTH CONTRA TOR, ENGINEER. ARCHITECT. OWNER
PLC has lald out stationing for lowering gas line
100t of line exposed today fron Sta. 10+OO to Sta.
Denny Arnour
north of project.
ll+00.
Michael Barher Architecture,
COPTES Attn: Mr. Scott Ward;Gary Murrairr
PCL Constructlon Services, Attn: Mr. Denny
Annour: Anclerson fi llastings;
UIiS (lorrsu ltnnts, n ttn: lilr" Ic5 !!ogt1!; -
nill Carr Steven L. Pawlak
FIE.D OBSERIER APPRO/ED BY
Chen€Norrhern.lnc Co,!.ll|,{ [ntlr-r .ra Sd.fr.
REPORT OF EXCAVATION OBSERVATION
,5 ,^ ||ultt^l Pi(/|TcrEH r clfxls n€ .H.E l[r oaJ{rJtl\f!, tt! Rfrr(rir: t rf stEf ID rs n€ ftfnYrur Piot{rrY of q,n crfxTl, rx, arl}IllclTn toi ti,arA-|l'|('5|^[l.t,.lJ.qial&|6|o{trlRA;|5fn6|(d&:qrn),*rqnhtx)'l|t6tr]r&tDtt|rub{;qx!|'fX^}f|lo/A-sl|3ll':ilIIEorF(E.D(ru|6crrI|rfl|| urat]! gntt |,a ||Ilamt ,rrt rarrrtr to t nnr
^
nrd- d s.fXfHlr-t ef ccnicrrr
/..|n Xo. C|f l Ol a/to
TO:
TOI'JN
Attn:
P.0.
Vai 1
PROJECT
OF VAII
Mr. Stan Bemynan
Box 100c0 81658-0100
Addition to Vail Transportation
JOB NO. 4 398 90
OAILY REPORT NO.
lwolcE No.
Vail, Colorado
one ?/LO/9O
eI sHEEr 2 oF
Center,
E(CAVATION FOR:16t x 3l 5tt footing
LocA'floN: Line B-p, Grids t4-36
D(CAVA'ION BASE ELEVATIoNS: 8170
Mr(IERnrs E(PosED rN BASE(S) OF EICAVATION(S): l,tratural undlsturbed granular soils
wele obEerved at the base of the footing excavatlon and appeara suitablefor support of the recomnended naxinum 6oi1 bearing pressure.
REI1ARKS: This footing area ls suitable for reinforcing eteel placenent.
VERBAL COMMUNICATION WTFI COI.ITRACTOR. ENCINEER, ARCHMCT, OWNER:
PROGRESS REPORT:
Michael Barber Architecturet
COPIES Attn; Mr, Scott lttard;5apy Murrain
Anderson € ltastings; PCL Constilrction
Services, Attn! Mr. DennY Atmour;
URS Consultants, Attn: Mt. l,e s ltlood;
BlLI Carr Steven L. Pawlak
FIELD OESEFVER APPROYED B/
Chen€Northern,lnc O-rfria f'rh-t -a Sdtrtlr
REPORT OF REINFORCING STEEL OBSERVATION
a! A xrnr.t rEnctDt tn cuxrr. D{ rt--t,ro dti(ttt:t5 at irport! r|( nf,rlrfD rr nt oofrluxn a Fm"ftlt c q,l cut{t!,trio tuDm D. Ioi A[EA-
rut r srrnrrxrr coalrro€ rir rirrrcr: 'ri|| dt Eo.ria q! EFrIr E iti|\rD tcxlxtt d.| tmfix,f?irDt- 3rlrt6 lll r omrl) tr rftll tEmr] 6
oo4tfrrD u{l.,t o|lrt |, {Ix){I: frf, lGEo lo tl nm€.
a .r-'rr ., s.liiiH lre , drd{..
r|'' r5. Crrl lu r/tO
TO:
TOI{N OF VArL JoB NO. 4 398 90- DATE ?/LO/gO
Attn: Mr. Stan Berryman DAILY REPORT No. 2I sHEEfS oFj
P.O, Box 100Vail CO sL658-0100 ll"lvolcE No'
PROJECT Addition to Vall Transportation Center, Vai1, Colorado
STRUCruRE Level One Footin&is
r-G lxn tI5/ Tlsl RANFORCIIIO
conrae{Ts
wxnc L rofdzorfra
LLne/ZB
Ll.ne/29
LLne/30
BL5t.6"
BL63.6i
BL63.6i
58#6 @L?t'oc2t6
58/16 a tzla
216
58#6 @ L?tto
2t6
55#6 Eq.
8#6 x LLt6
c 36#6 Eq.
8/16 x LLt 6
c 44#6 Eq.
8/16 x 1116
Spacedtop nat
@6n o/c bot/@ 22, eachside all threads
Spacodtop nat
@6n o/c bot @221 eacheide all threads
Spacedtop nat - 22 E.W.
N.S. @6r' o/c bot @ 22
each side all threads
sP€culc l|otls! SIEL cR De 50
REt$mcNo crE1t{to{esr: clean
ct.EARAlicE l}tD crtr/ft as req.
sPuculo: sPEc1aAI11i1a aS feg.
BAn s.,PPome rree brick
FII{EH
Hoctn @5r'
p ners useo
E srop ourtltcs us@
h corrnrcron,rnnseo
F rur-lue dlsgnv mN
D prrr-nur ocsmrmor
hfirfE oour"Pl llcE yes
U€T PROf,gI UET PRq'ECT
FETITJIREI'OII:' R€Q(,|ROIE}ITSwr€t tNnur.LY w]l€]l
DqTff{@ RE-ECATNTD
DATE
RE-EO{TINED
PROCRFSS REPORT
confolnance
The reinforcing steeluj.th proJect plans and
appears to be placed in general
opecifi-catione. Section - B
Michael Barber ArchitectuTe,
COPIES Attn: Mr. Scott Ward; Gary Murrain
PCL Constmction Sewices, Attn; Mr. Denny
Arlnour; Anderson 6 tlastings ;
llRS Consultants. Attn: Itft:. l,es l{ood:
BiIl Carr Steven L. Pawlak
RELD OBSERI/ER APPROVED BT
C{ren€Northem.lnc.C.n.dung [n0lr|..,. ot|d S.J-lr.|.
REPORT OF CONSTRUCTION ACTIVITIES
as a rrrMt pi'stttlE|t Io crrxE Trf, FrrnlE ,r<) q.Rlfll,f:, at tfFo.mt ffE gtrtTtTD As rxr crnfnftlra PfFllTr at qr olfitll ^r',o-.41!!1!lflDl
ttt t1,r s-
nofi cf stlmrrli c(!'{ulsE.t! oi rxrt cn tron oR Ffrufi)rr.t arr ntxnn-s n:rnia prxcno otn iartrgr rmonr- SAtLEi wll. lE DGF(Irl, G rrnt lEnta 6
oqfrfl.D t|l-Isi on'ltt rai rqllxl3 anf, l&rD lo |tl rrllrlo-
^ 't!t -., rlfXiFlg..r.. o.nr'{-
frrr To. cLlu^ 4IO
To: T6WN oF vArL JoB No' 4 3e8 90 DATL 7/LL/9O
Attn; Mr. Stan Berryrnan OALy REpORT NO. 22 SXeff 1 Of I
P.0. Box 100Vail CO 81658-0100 ltwOlCE NO.
pRilECT Addition to Vail Transportation Center, Vail, Colorado
WFiTHER coNDmONs AND TEMPEMTURE clear BOo
CONTRACTORS CONSTRUCNON ACIMNES
PERSOIINE.:
MA'OR EOUIPMENT:
AdIMIIES:
cHe.t-NoRrHERtt's sfrE AcrMrEs Obeervation and testing; Structural fill
i,ei"e-iiiIc,id T;;'T;i;tfre, Leve] one stairs 11' So of A Line'-Gride ro-
Lz.r; Excavation for neiv structurel Llne B.5-AO Grids 35.5-39.-
I'laterials exposed i'n thls excavatioi not guitable for structural fill.
Conpaction t6sting of fill be1n5 placed over 6tt gas liner i'I.^of-the
pro:ect. Inspectlon of rebar being pl?cgq for Footing Line B9-3L-J3.5
in iew structure and footing B Line 2B-?9 existing structureo
VERE,CL COMMUNICAIION WIITI CONTRA TOR, ENGINEER, ARCHTTECT. OWNER
Michael Barber Architecture,UurlLs Attn; Mr. Scott Ward;Gary Murrain
PCL Construction Services, Attn: Mr. Denny
Arnour: Andcrson I llastings;
UtlS Consultants, Attn: Mr. T,es lt'ood;
Bill Carr Eteven L. Pawlak
NELD OBSERI/ER APPRO/ED FT
Chen€Nonhern.lnc ca.rl|rr|' t|t0atr. .i S.La.lt
REPORT OF FIELD NUCLEAR DENSITY TESTING
^s
a rurlt ;imErrr. r, ct rarrlt I]t Furt ,}{t q.Rrlvf,!. aI FEpttIf liG slf'tftD A3 lrf ooarotxl|^l PirtflTr cr cr,r q[xE rx, a|.tt]EEirD{ tn ttf-E^-
Trcrt or srltrrftlnr. qrqlElr r (n rflt clt rf,qt oa Rro Rrrlc qx rg.tini-s-riffno priirri c..n rtrrrDt lfPirxa- sAltt-ct rL E D€r(lID c lfTa rEm'F d
co.ttfiD ull-et g|lu ,f\|€DaI| ttf ,cGfD 10 !t witn|.o,
A ,i..i.- c r'.[ffi] r-r d ...n?rrr
trri to. Clflot^ 4./|O
I
OF VAII
Mr. Stan Berryman
Box 100co 81658-0100
Addition to Vai 1 Transportation Center,
tot ,o*
Attn
P. O.
Vail
PRO.JECT
JOB NO. 4 398 90
DAILY REPORT NO.
tlworcE No.
Vai 1, Colorado
DATE 7/LL/gO
22 SHEETz OF
SPEC|F|CATION COUPAC'TION & MATERIiAL
MINIMUM REQUTRED IN_PLACE DENSN'T 98 I AS DEIERMINED SY: AST}4 D1557
CoNSIRUCnON CONTMCIOR: B&B Excavat. TESr LOCAIONS WERE SEECTED BY, Chen llorthern
TYPE AhID NUMBER
TYPE AI..ID NUMBER
METHOD OF ADDING
OF EARTH MOVING UNTTS
oF CoMPACTION UNns f
MOISTURE natural
hoer I bob
sheepsfoot t
cat THICKNESS OF UFT
I dual NUMBER OF PASSES
roller, 1 jumB JaqE
I as f€Qo
fBQ rq,i)
LOCATION
DEPTH OR
ELEVATION
(FEEr)
LABOMTOFTY REl-D
PERCEXI OF
(RE-ATllf./
rJN(||rtr|)
OSIIICD
SOIL T\?E
IEJI
NO.l/AxtMuM
DtrY
OENSTTY(ocf)
OPnMUM
MO|sruRE
CONIENT
(7)
oRnr
DENSMY
(Pcr)
MOISTURE
CONTENI
(7)
54,
>5
53
53t
,4
52f S.of A Linep
14 t l,/. of 11
.rzt S. of A Line,
14r l,V. of 11
1Or S. of A Line
Br W. of 12
,10r S. of A Llne8r W. of 12
JZt S. of A. Llne
24r W. of 12
j r 6ilRrll
5| SnBl]I
J I OilFFI
J | 0!?BBI
2r BExl
5ttwatet
L36.o
L75.O
156.0
1r5.0
136'Ollne
5.9
5.9
5.9
5.9
5.9
151.0
L3r.2
L3L.3
L53.8
L33.9
1.9
6.r
5.2
6.4
5.L
AA
99
97
OR
9B
sl. silty
sandy grav
lltl
,i
It
It|l
tr FULL TIME OBSEfI1/A]ION El PART TIME OBSERI/ATION
Irs tfFfir picrtlflt o"t{tr6 Foru@ At A RctrLT of qJi o6fir rx r G nr pucfift{t tt }r \€ nf l ll TXE C(|rllGTOR TO OCmMt
'FPt'Y113
llf
mcoaar€ftdrr cq1rrqnvf rtrtxr A1o r,5:rur!E ro nLL qrir€ nr rurr wrcn'qh cnstrw;_ s lof (Efnlt*t (Ptr ru{s' tEsB lnE U DC oF tl{f tlll oatY
rs n-:.vril xtctrigi lo-drixen-q; o|Fo|ltt: Juooo*lMl. resr oe rrc -xrr i}I: ir.r orss fpn ontaFcl otl tol6[llfR ,llE n[ gEEnl :"fctfE^Ixt l
ltE trucLE R DO.9ilEITn UEftfi) OF TES',rI].tC W S USED tN S{r6rAlflu|.
'ccoRo
ilcE WIH ASrr 02992
^|ID
I]3017
PREUM|T{CFr OBSEIT/A'nONS Al.tolOR TEST RESULTS VERMLLY REPORTED TO:
pRocRgss REpoRT The above compactlon tests urere perforned on structural fill
Uefne place*-for footings Level One Stair /lflr S. of A Liner Grids l-O'l,2.3
E1evationtakenfromexistingfootingsLeveI0ner
.norr:\e Mi cliae I Barber Archilecture,--"* Attn: tqr, Scott Ward; f,61y. Murrain
PCL Construction Services, Attn: 'Mr. Denny
Annour; Anderson li llastings;
IIRS Consulf 3nf q. Af f n: Mr- I.os ltlood:
8111 Carr Stevon L. Pawlak
REID OBSERI/ER APPROYED Ef
To, TowN oF vArL JoB No.4 ssa 90 DAIE 7/LL/9o
Attn: Mr. Stan Berryman DAILy REpoFlI No. 22 gHgET lgf I
P.O, Box 100Vail C0 81658-0100 ltt{VOtCE NO.
PROTECT Addition to Vail Transportation Center, Vail-, Colorado
SPECnCATIOI{ Coyp^cnox & UATER| L
MINIMUM REQUTRED IN_PI.ACE DENSTTY 9B X AS DEIERMINED BY: ASTIT D1557
CONSIRUGflON CONTMCIoR: B&B Excavatlon TEST LOcATtONs wERE sELECTED gy; Chen ltlorthern
TYPE AI.'IO NUMBER
TYPE AND NUMBFN
METHOD OF ADOING
OF EARfi MOMNG UN]TS
OF COMPAfiON UNTTS I
MO15TURE natural
hoe, I bob
sheepsfoot e
CAt THICKNESS1 dual NUMBER oFrollert I iunp
1 OF UFT
PASSESjack
q,I)
as
I€Qr
reqo
LOCATION
DEPTH OR
ELEVATION
(FEEI)
LAAORATORT RELD
PERCENT tr
(R€l^T|\'€1
twol/{x)
OT'TI|ED
SOIL TY?E
tr->l
NO.},N(IMUM
DtrY
DENSIff
(Pcf)
OPnMUM
MOISTURE
CONTENT(z)
DRT
OENSTTY
(pcr)
MOISTURE
CONTENT(/)
>6
57
,7
58
59
4)' S. OIA lrnet
10r E. of Ie
15f S. of A Line,5f E. of 12
I15r S. of A Line,5r E. of La
60r S. ofA Llne,1tr W, of 11
l0r S. of A Li.ne,Br W. of 12
k
Bl,!ir
2toil
BB]I .
arorl
BBF
II BBF
BF
I 1r5.0
u6,0
L36.A
1J5.0
L35"0
5.9
,.9
,.9
5.9
5.9
Li3.'.l
L3L.2
L35.6
L35.8
L1L.5
-/.O
6.7
7.Q
5.0
6.9
9B
96
99
99
97
sI. silty
Bandy grav
lt ll ll
tl
n
tl
fl FUu-'IIME oBsER/AIloN n pART TIME oBsERl/ATloN
ntl rtFoif Pifrmt et|Ilal tUtO l3 A nE -tf OlXl Ocrst ]rt of ntf PucrrftXr. rt lttt ffIJED OlT E O('{tn^croi m Cd{I E /rPfLl O TtlE
lfDouraxotD curEtlw ['tqiT al|o rnEn-if r(t tII oult|Mr }t|e lul:s wlf,x q,n oGfrntrn rs lrol o6fn4'{r eE'l^Tl('ls. r:srs /\R€ nloE (r n€ F|tl ot{l.Y
^s
*lt1fD rr€ce$A;r ID calrn^f q-n o6fr9tr1t tt|'Dqro{l. ltsr orre ;at }|,I E SEI,I s sE| nn of|{o.6 0{ lntgnllE RIL ufEr! sPEgfprnor6.
]H€ Mrct.EAR DOGOUEIEN Ufl}IOO Of TEs'NT$ UIS T'SED IN ST.|ESTAIIUL TICCOfiOANCE WTITI ASIU 02992 AID D3O17
PREUMIMFT OBSERT'ATIONS A}.ID/OR TFST RESULTS VERBA,IIY REPORTED TO:
PROGRESS REPORT
,..rer'rR Michael Barber Architecture,--"* nttn: Mr. Scott Ward; galy.Murrain
PCL Construction Servlces, Attn: 'Mr. Denny
Arrnour; Anderson 6 tlastings;
llll.S Consrrl tflnf s - Attn: Mr" Lrrs Wnnrl'
BiIl Carr Steven L' Pawlak
RELD OBStrIVER APPROYED ST
Clrcn€Nonhern.lnc,C6.-/l,tf t '!l|..r -a S.lrt
REPORT OF FIELD NUCLEAR DENSITY TESTING
rs A t(tnxt;Dl'flctg,t tn clfratl nr pvf_t ao ortrtitvr:. Ar| tfJ!(tlrE ff ! |tftl'D a! rE coaDfxlut P|loPlrl'r or (xi cllExaIl lJ[fr'IDN ri n[,ta-rE{ 6 sraltyo{nl o(rtu,!t$€ q ffrrrcl! rnqr fl nfiu.ri€ irr |tl'of'3 E Eti,o PI f,r€ (r,n fElTIx rFPio/A- srr?L6 utl oE onFqE c lflfl lE rD€ trcaaarflD ullea gntl
^m,*I,axE rf, ,gillD lo Dl trF0ltc,
^ h-'.- I r'.fXiFlnr .f -lltro...
tdrr tlo. C|IIUTA {/aO
I
Tot TowN oF vArL JoB No.4 398 90 DATE ?/IL/go
Attn: Mr. Stan Berryman DALy REpORT NO. 22 SUegf 4 of .B
P.O. Box 100Vail CO 81658-0100 tlWOtCE NO.
PRCITECT Addition to Vail Transportation Center, Vail, Color:ado
SPECIF|CAnON COUP CTION & UATERIAL
MINIMUM REQUIRED IN-PI.ACE DENSITY 98 X AS DEIERMINED Bf: A-CTM D}55?
CONSIRUCflON CONTMCIOR:B&B Excavation IEST LOCATIONS WERE SntrCTED g:y; Chen Northern
TY?E A}ID NUMBER
TY?E AND NUMBER
METHOD OF ADDING
OF FJARTH MOVING UNITS
OF COMPACTION UNTTS 1
MO15TURE natural
I hoe, I bob catvib. sheepsfoottI juutp
THICKNESS
NUMBER OFjack
OF UFT
PAS5ES
f€Qo
r€![ r
as
a6
LOCAIION
DEPTH OR
ELEVANON
(FEEr)
LABORATORf FIELD
PERCE.IT OF(Rflrl|t€/
r$orarx)
O{TAICD
SO'L T)?E
tE)l
NO.MiIXIMUM
DRI
DENStIY(pcf)
OPnMUM
MOISTURE
CON1ENI(u)
DTY
DENSMT
(P"r)
MOISTURE
CONTENT
(7)
59
60
51
t 10r S. of, A Line8r W. of 7.2
36t s. of A ]-,ine5' }]. of 12
50r S. ofA Line
Grid lL
BF
TOF
TOr
L36.O
u6.0.
r15.o
5.9
5.9
9.9
133.L
L31.7
L35.o
7.7
6,4
6.1
9B
9B
99
s}. siltY
sandy grav
It
tl
tl
It
tl
ts FULL TIME OBSERT/ATION D PAffi TIME OBSERI/ATION
lris iIFHI piEl}r'|:t efitIA RniMti ^ rAn LT OF (llf miVilmC OF mL Pt rcrrrf}|I. rrf ]r\tr rflr@ Otl lllf coflIR|.T!.| rc @|Tt{t€,PPLtllXl ]}f
REO6aOTD€D OOr|rgIlW IrIDit AltU lrGIUif llt nll. DURlllO n|€ .r|UfJ |vtlttl C.n OFEnrIrl !t lrot o6(Jn4t€ (FEllAIDat' |fSfS l,lf I{ Df tr ]}€ .[! OaY
l^5 rf,.cwD '|tcfs fi lo c^r.6arE q,/R orFrfrrr:t druoo.txt. rrsr orre .rre rpr rc td.c o :t6 rqr wflxrs ol tl|€nm lxa fl"L |rEEnl f€c|fE^llcc'
l}IE NtrctEAf DEI{SoIEIER UEIHq' OF TES|DTC WAS US€D tN St,BSrA|IUL TCCORD Trc€ wTlH ASIU D2eg2
^lID
DJO17
PREUMIMRf OBSEF/ATIONS Al.lDlOR rESr RESULTS IERBAILY REpORTED TO: Les l{ood
PROGRESS REPORT
cop,Es li:l?"'-f t;.i";li::"lllir,","o,"
PCL Constnrctlon Services, Attn: 'Mr. DennyArmour; Anderson fi llastings;
llRS Consul f flnts . Af tn: [|?. I.os l{ond.
8lll Cam Steven L' Pawlak
FIELD OBSEFI/ER APPRCIVED BY
Chen€Nonhern.lnc.cd:{h{ t Cn-r lta tc.'b
REPORT OF FIELD NUCLEAR DENSITY TESTING
^3
A rttnr|{. PFIIE ItI tO Ctfxla r}|c PUII l}|, |lftft!/t1 Al- F tGrS ,Jrt llFrTrrD A! D€ OOLIfXTrlt Pntllf Of q.i clE{nt, l,{, ArfnEArDx IUI rAXA-n(rl c sIAlttI(XB CsrllEoi{! fr IXIR aTr mfli oR RBInol{l CrX rt}Ofift E itrlfxl8| P€NOrIl (ln tl'n[}r lPPiOrrA- S lftIs Wl! IE D|lFo.eD 0r /$[r IE tl€ !mr'tfllD l/t{.et orff ritJtltaxTt rf, ,3ifID ro !{ r ll|n
^ llrrtrr d rt [XiF-]c".r - o.t"c-
rdrh n. qflq' a/to
I
TO:
TOI"N
Attn:
P. O.
Vat I
PROJECT
OF VAI.L
Mr. Stan Berrynan
Box 100co 8165 8-.0100
Addition to Vail Transportation
JOB NO. 4 398 90
DAJLY REPORT NO.
lrwolcE No.
Vai1, Colorado
o^Ie 7/TL/9O
22 sHEErS oF
Center,
D(CAVATION FOR: New etructure east side
LOCATIoN: tine 8.5-81 Gride 3r.5-36., and Line B-AO' Grids 37-19
D(CAVATION BASE ELEVAIIONS:
r,t TER| ls E(PosED rN BASE(S) OF DTCAVATTON(S):
REITARKS: Naterials exposed in thls excavation area are
for strustural fill. We advi-sed that thls naterial be
itr- site, as it contalns land flllr asphalt naterlal'
not suitable
removed fron
VERBAL COMMUNICATION WIIH CONTMCTOR, ENG|NEER, ARCHITE T, OWNER: LCS V/OOd WAS
advised of thj.s Eituatlon.
PROGRESS REPORTT
Michael Barber Architecture,
COPIES tr11n; Mr, Scott l{ard;5x1y Murrain
Anderson E Hastings; PCL Constftction
Services, Attn: Mr' DennY Annour;
URS Consultants , Attn: Mr. l,es ltrood;
Bill Carr Steven L' Paulak
RELD OBSEfiryER APPROVED FY
Chen€Northern.lnc.Cdrdfhe €|!3l|Et arn S.r-lHr
REPORT OF EXCAVATION OBSERVATION
ls l tIJIu^t- FiO|fCn|. rD cltrn:, n|f Plu.E ^lr)
q,tratvf!. A! EfP(Fnt ri( Srntrrm AS lll€ COtfExluL Ptt(trrTY t O(.[ C1f.Xll AIO A,rlOlCJrfPa mi nc-EA-
tx'|(Ps|^rf!t,lliqrGusI|.!0lrrIR&-|$k!(|lt,ltg^hl'{|gJ|thriJt.tfliltl1t}mo'{||u'.]qItn|'rx,yP'l(^,A.s^r.,u5nIEollFotu)of!s(rr4rlrllr lflt:lt ollrr rrGra.{I)r}fl: |,rr drrD Io !r wl{||i|(l
A irtt-.t r'.[ftfl-lt-r of -.nrr -
fd 15. lr.f lOiA tfiO
Chen€Nortlrcrn,lnc.Or4rf b*r! -!a S.,-tld..
REPORT OF REINFORCING STEEL OBSERVATION
rt A l|,ml|. ff,nTctEt ra ctl}ol D.r rrt xo d.|l'ttr:t lll itFflTr rrf llritlttD |' l|f oorJu tl.t ?ffitTl c c|.r dlr|lll {9 Ar}@rlb{ mi PrEEA-
ftrr or n^rf|{fil o(r'u!r{r6 oi rxrucrr nw ot [. ria q.' rtgrr-a nirr,tD tt)roa€ ort ;Emr ,rfti('v|L lr'fut lll E rFqID tr rfttl rEllllg tl
cgftj|tD uralrt oltll lau}IllDflt llf ,gfllt to tl tinr€.
^ 'rr-r.- .. -lTiifrlF.r ,..."FJ-
r|rr }rr. cr{l lc 4/il
To: JoB No. 4 g9g 99_ DATE: T/LL/9OTOWN OF VAILAttn: Mr. Stan Be"ryman gALY REPORT NO. 2e 5HEEI6 OF B
P.O. Box 100
Vail C0 81658-0100 II'{VOICE NO.
PROJECf Additi-on to Vail Transportation Center, Vail, Colorado
16roil x 3l 6tt footingSIRUCruRE
urcAlrotl E.EI/AIION
REIF(nCS$cd,[E{Ts
wmc L ltoEzfiI L
B.g 3o-3L.3
B.g 3o-3L.3
8.9 3L.3'3L.6
B.g 3L.6-32
B.g 3?-3r.,
Other: Note
8162
8l'62
-@ #62
@62 #5 @ 2'
48" Grld
LB #5 @ ril'
3tr chalre
LB #6 @ 1|'
]rr chairs
tB #6 @ tl'l
]rt chairs
Rebar chai.r
'rq
42
1B
46
c
@lIrtor
@Lztt(
@11t1
@ 111
#6
#LL
ll5
#6
)c
oc
at 2l Btl
Cont. bottomc botton nat
oc E.W. toP
oc N.S. top
nat @ JOf O
@L5t 5
nat
nat
aupport top nat
Dywidag threaded anchore
sPEEurc rtlts sIEL cRArE 60
Rolrinonc qrlxrll€s* Vefy Clean
cl.Eln^r,|ct
^}ID
@t/E& a6 feq.
sPuctpo: sPEcrr no13 aa tBQr
B^N IUPFOR|S: TiPE briCK
FII{EH
HECI{T ,N
El nens useo
E] goe Df, ulttcs usED
E coffrnrcton ro/ts€D
El ru-rue o6a\/Atx,N
E prrr-nue txtsEn/moN
tltPt.AcE corrLPt l{cE ye6
UET PR(}'ECT UET PROJ€CIR€q,NOlENn; RIQ(,|NOfXIStltEx lMru[Y lvtG]lDqltHED Rf,-Ec^rllNg)
OAIE
RE-DOTITI@
teet appears.-to be placed in Seneral
conformance with proJect ftans and-ipecifications. Inspections perforned
July tr 10 and 11.
Michael Barber Architecture,
COPIES Attn: Mr, Scott Ward; Gary Murrain
PCL Construction Sewi ces, Attn: lulr. Dcnny
Armour; Anderson & Ilastings;
URS Constrltants. Attn: lt'lr. Les lVood'.
8111 Carr Steven L. Paw1ak
RE-D OBSERVER APPROVED BY
Chen€Nonhern.lnc-.Cd:n na ttCn-. -a Llt$
REPORT OF FIELD NUCLEAR DENSIfi TESTING
,s A rl,fu^! tm'tfctE.t lO cllxfr, l}f 't .F l{, (rfirtltut Ar. ntto|r Jl. 3.E'Irm rS ffi oar|.DaxrUr PiO?tlTY f dJi CrEfil lro ll,rroE rDa Il! ttrl-tr^-
rDl r r'AIr) o{It mr€urqr€ rn rrlrrl-riol m moeinino ot.a ntxrn-a nsinn-o ptx(rE q./R rr{llDt tPfllo/A- s^l?Lel vr.! u€ o3lFfrD (r rrrll lE r}€ I!
cq.ftD urt.El ol]lt ,*|r:rrxTr fi ,aitlD lo rN witnrn
^
,lr.t - rr r'.lXiFlru ., ...rv'-
f'r r.a crEtcr a/6
ro: __._- - JoB No.4 398 90 DATE T/IL/gOTOWN OF VAILAttn: Mr. Stan Berryman DAJLy REpORT NO. 22 SHEE1? OF B
P.0. Box 100Vail CO 81658-0100 lflvolcE NO.
PROJECr Addition to Vail Transportation Cente", Vail, Colorado
SPEC|RCATIOil COUp CT|ON & UATERTAL
MINIMUM REQUIRED IN_PIJCE DS{SMT 9, X AS DETERMINED BY; ASTM D15'7
CONSIRUC'TION CONTMCTOR: TEST LOCATIONS WERE SA.ECIED SY: ChEN }iOTthETN "
TYPE AilD NUMBER oF EARTH MovlNG UNns I hoe
TYPE Ar{D NUMBER OF COMPACTTON UNffS 2 juraptng
METHOD OF ADDTNG MOISTURE NAIUTA1
THICKNESS OF UFT a6 reg'
NUMBER OF PASSES a6 req.Jacke
*BG=Below Grade
LOCATION
DEPTH OR
ELEVANON
(FEEr)
LAAORATORT RELD
PERCE T OF
(Ro.^n\E1
'I^X[AI.)ogT lE
SOIL T\?E
It)l
NO.},|A)(lMUM
Dtr'
DENSTTT(pcf)
OPnMUM
MOISTURE
CONTENT(r)
DRT
oENSnv
(Pcr)
MOISTURE
CONTENI(r)
o1
61
64
b,
Sta. 10+25
,a". 1l+O0
Sta. 10+10
Sta. 11+00
4t BG*
4' ec
J' BC
Z, I RC
1.38.6
_138. 6
138,6
138.6
5.6
5.6
5.6
5.6
L36.6
L3'.I
L35.6
L35.8
A?
?.9
6.4
6.0
99
97
98
98
B&B road
base
n lt
It tl ll
It lt ll
6 FUu- TIME oBsERl/ATloN El pART TIME oBsERl/ATroN
l|G |fFoit pit:tr{Ir ot rr|t Enr€) At A tEit-T of otr o3!rtn/ trr€ f nL n/cnro{|- tE }ralE RflltD o.l llle cofnr/ctoi lo o(|atlltf ,FFL.I4'I! ttf
R(@ar{rrD qapErvE t'tfrtt Aro regrtnt ro fltt urErag n|€ nurs wrcx ci <w-nrtn s Nor onst tn|Ir eftr^mNs. rtsrs l E ur* r tlf, tlt! o{.Y
rs mr\,tO ntoess rt Io ca.tilTt o(r d6t ntr3-fvuqxxr. rgr uere
^,U
-trn I|I 'oiI aasr' flr (rfixrm; ol YolEnf,Jl DIC nLL ltrnl Prc|f|c noc-
l}E Mrct.E R Detso|fi[n UEIrm OF TESn]tC w S I]SED rN SI,BSrA{IUL
'CCOflOAT{CE
WTm A5IU D2992 All0 0Jo17
PRzuM|NART OBSER/AT|ONS AI.|DIOR TEST RESULTS \ERMILY REPORTED TO:
PROGRESS REPORT
coP,Es Xill?"'"::"3:;.tTl*: "|]ffr,u,."","
PCL Constn:ction Services, Attn: 'Mr. Denny
Armour; Anderson S llastings;
llRS Consrr'ltnnts. Attn: lrlr, I.oq l{ood:
8111 Carr Steven L. Pawlak
FIEI.D OBSER/ER APPRCIVED ST
Chen€Northern.lnc"q db 4^.-r -ra s'Ltrtr'
REPORT OF REINFORCING STEEL OBSERVATION
ls A urnl{- tittTctDt rO (|.rxtt nf ntE fr3 orttttxl at rlloirt rrl slirYrn rt rxa o('fD.}nt||, tlctrrrt c cui ctDtll llo 'ljnnErrbl mi Pttrr^-
rpr .,. rrl,,i.,rtr, oo.rlrm! oi rxnuicrt riar, ci rrq^ri€ ol r.loirl-s-ifiio'-rdrorn-o'r rrrrnr'rrrrnl :e n: rrt x trt|otr'o (r rF rr 16]}11 6
ct.rl-fllJ unlJ.t ottlt ,,lflrfllrxlt l f ,llfu, l(' ]l l{I}{l
^ 'i-r.- .. ".lTiiHllre rr ccr;c*r
f.rrr rrr. C||'l laA l,/to
TO:
TOWN
Attn;
P. O.
Vai 1
PRGIECT
OF VAIL
Mr. Stan Berryman
Box 100
c0 816s8-0100
Addition to Val1 Tran
JOB NO. 4 398 90
DAILY REPORT NO.
iltvolcE No.
DATE: ?/LL/9O
22 SHEEr I oF I
rtation Center,Vai1. Colorado
SIRUSTURE Step Footing
Cont. E. to W.t@42#W.toS.
botton nat
OC COIIIT
oc toP rnatl E.& W.oc lri, to S.
oc bottoro nat
OC CO[t.
oc top rnat E. & W.oc li. to S.
oc Gofltr toP nat E.
C COntoroc cont. botton raat
oc coltr botton nat
I E.W. toP
B #6 @ 11"o
#LL @ l.atl
18 #6 @ rl,,11 #5@11
18#6@r1
20 #TL @L2
18#6@r1
'lB#5@11
LB#6@LL
' #6 @ LL'l
IB#5@11
. #LL @ L2t1
standee6-e I
LB #6 @ Iril
AStr Grid 2l
LB /t6 @ ll,l
48'r Grld-2 t
L8 /16,@ 1r"
48rr Grid-21
Dywj.da6
anchor aE
99-10-33.'
Bg-3o-33,5
Bg-3o-1t.5
Bg-30-t1.5
B9-10-13,,
52.L6
65.O9
67.99
70.89
SPEEUTAIO|* TE. GRAIE 60
Rorflncfic ctEArt-o{€se c lean
C|^IAflA|CE AHO OOI/ER aS feqr
sPuc|He sPEcEE^lxht* aE req.
B R grPPofiIs: TVP€ bfiCk
NilEH
fflcflr 1tl
E ne*s usru
El snop oR ttrcs usg)
El cornrson rtmsrP
p nu-rue oFEry noN
D prrr-nre oosEilmon
HmlcE CO||I,PUr{C€ yeB
UEI PnOECf YEf Pn0JECf rAlER€qunEllE{rs RE(UlRAfi}fls RE-D(^ra|t€Dwr€l lNfiuLLY mro{
O(^r|t @ Rf-OqllNE)
pROcRESS REPOFr The relnforcing steel appears to be placed in general
conforrnance with plans and specifications.
Bill Carr Steven L. Pawlak
RnJ) OBSEKIER APPRC^/ED BT
Michael Barber Architccture,
COPIES Attn: Mr , Scott Ward; Gary lllurrain
PCL Constnrction Services, At-tn; It'lr. l)enny
Annour; Anderson fi llastings;
r55
150
145
lL()
rL
I
Faz
UJ(f
Eo
140
135
130
r25
120
1r5 510 15
MOISTURE CONTENT PERCENT OF DRY WEIGHT
zERo All volD
SPECtFtC
GRAVfi
SPECtFTC
GRAV'TY
SPECtFTC
GRAVrIY
cunvES
2,00
2,70
2.60
\
\
\
\
\
I
LOCATION : On-.Site: Vai 1 TransooTtation Cente.r MOISTURE-DENSITY
RELATIONSHIPSSanrple No, 4
SOIL DESCRIPTON: -374rr ASgresate Basecourse Chen€Northern,lnc
t,,r^x.onY DENSfi : 158.6PCF opT. trosT. cOr,rTENT : 5.6 13 PNOCEDURE: ASTM D-1557 Method C
LOU|O LIdrT :PLASTICITY INDEX: N.P.JOB NO.: 4 398 90 FIG. NO.
6GnAvtL :62 "' sAl,D : 32x S|LT Ar.tD CLAY G200) : 6 %DATE I 7-11-90
?a t|n. r lrn
tr5 rUN 13 MrN-nn MrN. 19 MlN.a MtN. I M|lJ.
CLAV rO SlLr
cnAvEL 62 * sANo
LIOUID LIMIT *
sAMPLE oF -5/4" Aggregate
(Sanple No. 4)
.12 2.O
DIAMEIEN OF PANTICLE IN MILIIMETENS
lo
20
x,
o
4t
ll
50 r(
00 li
t0
I
lm
I
Ilat
32%srLT ANO CLAY 6 't
Pt-ASnCrrY tNolx N. P . 'lr
BasecourseFnoM Qn-$its: Vai 1
( 7-11-e0)
Transportati on
Center
7lln.
t!! utN.
I rME ntA()rNGs
aro utN. t9 urN. a MlN.
u.$, SIAN(,A O SelnLS
. tfi, .5o .{o.f,n .ti
.ora .lae .?of | .5u0 l.l9 -rl Jo
NIAMEI€N OF NANTICLE IN MILLIMETENS
.'I SILT ANO CLAY
PLASTICTIY INDO(
FNOM
o
3
F
,6.2 t?r
t5?
CLAY TO SILI
GN VEL
'L
LIOUID LIMIT
SAMPLE OF
$ ND
tt
}IYD'IOMEI ['I ANALYSIS
GNADATTON TEST RESULTSChcnSNollhcrn,Ittc.
Chen€Northern.lnc'Coortrlune tngkt.i. c.rd Sd.rdH,
REPORT OF CONSTRUCTION ACTIVITIES
rs A xrn4 FiofttrDr to qql!- Lf, PrJcE xro otRittt,fl 4r !qtqr!:r ^trf sJETttD rs m: corrr''f,xltr ffi^fl;ffitr# &,offiffitrtsfl;ii.i c-srr'iriirrii- dr|o.urrr<r .i r.nr,'cri'rrou oi rtn^ar'€ 0ijr Rf"PotTr3 6 mJtIvtD Prlolrlo o(n mnct{
conrru tnrss qnrr reirr€uarats |af, L4fl,, to lll ftllt€.
To: TowN
Attn:
P.0.
Vai l
PRq'ECT
OF VAIL
Mr. Stan Berryman
Box 100
c0 81658-0100
Additj,on to Vail Tra[sportation
JOB NO. 4 398 90
DAILY REPORT NO.
tNlfolcE No.
Vai1, Colorado
DATE 7/L2/9a
2t sHEEr I oF IO
Center,
WE{THER CONOMONS AND TEMPEMTT'RE clear, 600 - Boo
CONTRACTORS CONSTRUCNON ACIIVMES
PASOiINE!
TA'OR ECUIPMENI:
ICIMNES:
cHEN-NOfIHERills slTE AcrvmEs Observation and testing i 32O cubic yardsof concrete placed for footlngs Level one, B Line, Grids 2B-29-5O
and step footings fot new etructure 89 Linee Grldo 3Q-33.5. Compactionteetlng of naterials being placed for footlngs Level One, Stairs #Ilrconpaction testing of materials bein6 placed over 5rr gas li-ne north ofprojectl lnspectlon of reinforcing steel being placed in rrralls for newparklng ramp west of existing wall on Grid I.
VERBAL COMMUNICATION WMI CONIRACTOR. ENGINEER, ARCI{NECT, OY'NER
Michae I Barber Architecture,COPIES Attnt Mr. Scott ltlard;ga1y Murrain
PCL Constluction Services, Attn: Mr. Denny
Armour: Anderson &
URS Consultants, Att!!Woocl
B1II Carr Steven L. Pawlak
NELD OSSSIVER APPRO/ED FT
Chen€Nonhern.lnc.Ca-alna tdxr .!a SaLta.a.
REPORT OF FIELD NUCLEAR DENSITY TESTING
Ar A $JnX! ?ETTCTDT m CItXll lrf ttrc $O (ltllla, All E ('m rnE srfaT[M! 'rt c[raxf,xnrl PiG'ttrTY or (rr crrofll, xI) amoif,r1Dl Fn ttf-E -
ncr{ {f st^ltrrxrl. c(rEllb.rr ti rxnucri rnoi m r*qirnrbro ori fl,oitt t9 Rstxvt! Fool|t q.n YETID{ ,|ppio/A- :AreLe3 fr.l lt oltFqED fu lE Dtc t
oarrt.ftlD u|.cr orlr rrGfql{'.l! .rf, ,&ID fit u{ tF tc.
^ r'r..'.- .t a.(IiFl s.,r .. ..6rcr.-
t'tn tL, (rfl(rt 4/6
Tor TowN 0F VArL JoB No.4 se8 e0 DATE ?/IA/9O
Attn: Mr. Stan Berryman DAILy REpORT NO. aJ ,1661 2gpl0
P.0. Box 100Vail CO 81658-0100 tl.wOtCE No.
PRq;ECT Addition to Vail Transport:rtion Center, Vail, Colorado
SPECIRCAnON COUPACnoN & UATERT L
MINIMUM REQuIRED IN-PLAcE DENsrr 9S x As DFIERMTNED BY: ASTI'1 DI5t7
CONSIRUCflON CONTRACTOR: B&B EXCAVAIJ.Ng TEST LOCATIONS WERE SELECTED FY: ChCN ITOTthETT
TYPE A}IO NUMBER
TY?E AI{D NUMBER
MEIHOD OF ADDING
oF EARrH MovtNG uNns -J-troe;-f-Fob cat
OF coMPAcnoN UNrfs I sheepefoot roller,
MolstURE natural I dual urheel ,
fiICKNESS OF UFT
NUMBER OF PASSES
jump .'iack
a8 F€Qr
l€Qo4Dt
LOCAIION
DEPTH OR
ELEVATION
(FEEr)
LABORATOFY NELD
Pmco|T oF(Rn ln€/
lrroou{x)
oar tg)
SOIL TYPE
It)t
NO.[IIJ(IMUM
DFTT
DENSTTY(pcf)
OPTIMUM
MO| TURE
CONTENT(z)
DRY
DENSN'T
(Pct)
MOISTURE
CONTENT
(x)
66
67
5B
58,
69
l55t S. of A Line
lGrid 1l-
I IOr S. of A LineBr W. of 12
40r S. of A Line16r E. of 13
r l10r S. of A Line15r E. of 1]
50' S. of A LlneBt E. ot L5
2r abovrfootinl
Jlabovrfootj,nl
3t 6tl
BBF
3t 6tl
BB}'
2t 5tl
BBT
L16.o
1J6.O
L35.o
155.0
u6.o
5.9
5.9
5.9
,,9
5.9
L33.8
r35.2
130.4
T33.6
L33.9
6.0
Ood
5.9
6.3
beC
9B
99
96
9B
98
sI. silty
sandy grav
ll |l n
ltft
E FUTI. TIME OBSERVATION N PART TIME OBS$VATION
lll3 lftoif PllEf}fnt e n|3 trrir€D ^t A itrlLT Of (tr| OlltFy rmr€ rf, nl PrrrCrIC}fI. tt ]r \,/f inJED Ofi llIE COfiR rftff IO @fimf, ft"Ll|r€ l|fftcaritloCD corPrcttvE IITGI ArD r€Eruif Io nu Dint|o llG nuFJ rtf,x crr aElttniTi rs xtr oltlf,tl f{l 4ur Txn3. lEsr$ lff l{ D€ tr l}lf rlr ortY
AS SLEYE! X..Rsll? lO Ctr-FArE d-A qtSEXVIT:t JUrXrXr{t. TUI DilA .I\E trrt Il{ rfl,f. EAsII Xn Offirc,al (tl lwenfrR l}16 F!,! neEn! :lPEOrElTrO.t.
lHE Nt CtE R DO{S{I|IEIEX UEI}m OF lESIt}lO WAS USID tN SUBST Nn L i\C[[]ROAI|CE Wrm A$U 02992 Al{D DJO17
PRzuMlMfinr OBSERVATIONS Al.tD/OR TEST RESULTS \€RBALLY REpORTED TO: Les ivood
pfOcRESS^REpO61 _ The above tests vrere performed. on structural fi-ll beingplaced for footings, Level One, Stairs /11I. Elevations were takenfron footing of existing structure.
cop,Es Xill?"'"::'3il.fTli::"llii 1""*.,"
PCL Constmction Services, Attn: 'Mr. Denny
Armour; Anderson & llastings illRS Consttl tnnts. Attn: ltlr Los hlon,l'
Blll Cam Steven L. Pavrlak
RELD OBSERI/ER APPRWED SY
Chen€Nonhern.lnc.Cd:nk'a t ttlF .ra S.rrat
REPORT OF FIELD NUCLEAR DENSIfi TESTING
AS A l^ nr|l FprltE a rI| cLfxrt D( nt-E |t{t G.kILv6' a! Frtc[ '^! g'f,tntD rs t}c cogDo.rl|r. Pic{rrt or dt ct.txr:* ro atl}G tar tq 'lf'iEA-T..r o. fl^tfro.nl o.'cl.orr6 .. rxn crt no.a m "ts^
Dlrq q.l irrcr' B '!ltl..rg
pr.xor€ q.R
'ETIDI
rrriiiT r- 9n-a ru E DoPor! f rffit rE r'g 6
6.rrnD uGei o|}g rfil{rDarr l|t ,artf! lo x rRlD(r
r 'i.'.- r r.[EiE-l?!t , ...nr'-
r-.'n 15 cr(lqt a,/6
.-. rowr.r oF vArL JOB NO. 4 398 90 DATE 7/L2/gO
. Attn: Mr. Stan Berryman DAILy REpORT NO. 25 Sfreff J Op 1OP.0. Box 100vail co 81658-0100 llwolcE No'
PRoJEcf Addition to Vail Transportation Center, Vail, Colorado
SPECnCAnOil COyPACTTOX t UATERI t
MINIMUM REeUTRED rN-pLAcE DElrs[rr 98 r As DEIERMINED BY: AsTl,l D1557
CONSIRUCnON gqMrRAcTgp; B&B ExcavatindlEsT LocAnONs WERE SFTFCTED FY: Chen Northern
TypE AND NUMBEff oF ffie, I bob cat rHtcKNESs oF uFT as req.
TY"E A}ID NUMBER OF COMPAGTION UNTTS I ShCCPSfOOt TOIICTg NUMBER OF PASSES A8 XEq.
MEIHoo oF ADDTNG MoFruRE natural I dual wheelr I iump iack
LOCATION
DEPfi OR
ELEVATION
(FEEI)
I.ABOMTOR/FIEI.D
PEFCe{r of'(ROrTNv
lA)(u r|)
OSTADCD
sotL T)?E
rr)l
NO.TIN(MUMDff
DENSITY(pct)
OP].IMUM
MOISTURE
CONTENT(x)
DFNT
DENSTTY
(PGr)
MOISR'RE
CONTENT(x)
7O
70
7L
4Br. S. of A Ll.nel0r E. of 14
4Br S. of A Linl0r E. of 14
{Or S. of A l,ine16r E. of 13
1'BBF
1I BBF
BF
L36.o
L36.o
L36.O
,5.9
5.9
5.9
L31,5
154.0
r-lt+.3
7,O
7.2
7.o
9"/
99
99
sl-. silty
sandy grav
It tl
Et FULl. TIME OESEF/ATION tr Prffr TIME OBSEF/ATIoN
rlc! f,rqr pif,rlfl! er.o6 fEl.D rs l Rf9f,r fi d.'/R Gtrv rp6 rr ntr Pr-.cn o{r. rt lt v! !olE-^o1lt cd'rl EtoR ro ocr!|rr "ttrr€ t}f
mum,Hffiffi;^t{mg.*hffi&y#B,m'H lFffi ffiffitrffi trA ff . ffi'"##.t'
rltE Mrct.EAtr Dots0|EIER !Ert|O[) 0f TEinNC W S IJSED rH S[r6rArfiuL rccofttr |lcE WIIH ASIU D2992
^}l0
DJo17
PRzuMIMRY OBSEF/AIONS Ar.rDlOn TESr RESULTS \ERB tLY REPOFIED TO:
PROGRESS REPORT
^^-,- Michael Barber Archi tecture,tttt- Attn: Mr. Scott Warrt; Gary. lfurrain
PCL Construction Services, Attn: -Mr. Denny
Armour; Anderson G Hastings;
llRS Cnncrrltnnts Attn: lrlr. I.as ltood:
l:1i11 Cam Steven L. Pawlak
RE.O O8SETl1/ER APPfiOVED FT
Chen€Nonhern.lnc Cs-ltlra t'!rn tra s.J.tn-
REPORT OF FIELD NUCLEAR DENSITY TESTING
,\t a qmJrl aE'ttctFr to qrxtt! tlf a,f,lc lro d.ttEtt!. ar Ftllrr ,Jlf, lrffM |s rrf oofDtyrut PictrtY c qt cLofil .ro rg!fi@(IDx fn tif-E -
nii'c- iiehitn|. cirEt s6 <i rrrrrcrr rntrr q reorario c.r rocin-r rs[irito too€ qri -nUnDt AP?iora- l.|act uu l( rtc! c rfirl lE trlo 6
ErnfltD tra-ti (mrt rn|oc)axll rf, ,!EID to H lrl}n
^
,r'rr- r r.ffriFlr..r d -ir-r..
r-rr r\ Clrtlqt^ 4r[O
tor ,o* oF vArL JoB No.4 s98 90 DATE ?/LZ/9O
Attn: lrlr. Stan Berryman DAtLy REpOFff NO. 23 SHEE; 4 OF I0
P.O. Box 100
Vail C0 81658-0100 ll.lVOlCE NO.
pRGJECf Addition to Vail Transportation Center, \tail, Colorado
SPEC|nCANOH COUPAS.NOH T UATERIAL
MTNTMUM REOUTREI) tN-pt-ACE DSrSnr 9' X AS DEIERMTNED BY: ASTI'1 D155?
coNsrRucnoN coNTMCToR: Flint/Ft.Lupto651 LOCAnoNs WERE snFcrED Bf: chen llorthern
TV?E IT.ID NUMBER OF EARTH MOVING UNTTS
TI?E A},ID NUMBER OF COMPAGTION UNTTS
MEIHOD OF ADDING MOlsruRE
2 backhoesjump jacks
THICKNESS OF UFT
NUMBER OF PASSES
AE
as
f€Qo
req.4
LOO\TION
DEPTH OR
ELEVAI]ON
(FEEr)
t-A80R TOFf RELD
PACEXI OF(F|Errfq
laxrAx)osrrlfD
SOIL T]?E
tr.Jl
NO.IIAXIMUM
DRT
DENSITY
(Dcf)
OPnMUM
MOISTURE
CONTENT(x)
DRY
OENSTTY
hcr)
MOISTURE
CONTENT(r)
72
73
Sta. IO+20
Sta. 1l+OO
l'er()w
Grade
Bel.ou
Grade
2l
2l
138.6
138.6 5.6
.65 1]6,8
L36.5
8.0
8.1
99
98
B&B road
base
ll
EI FULL TIME OBSFJTVAT]ON tr PART T]ME OBSERVATION
I{S tfF('n Firlont Crrlltr tUi{D ^3 A Rf,liLI f (t,i OFttt AlnX! Or F',[L nr€Orol'. fI ]r \tr iBJO Sl ltrr CoatRACTOi m ocrrTD|rr rtftfiIl l}f
|tEoarar|otD o(rt|c|tt€ t'run aao !n6n tf Io tlll lxj6f.o ltl€ l| ffN aii Eli1,tli E, lrol odi€twD€ o"f|^rpa{s' lEsnt r,lf ra o( 6 ffi ,u o.'Y
ls trlEvtD xsl*iAir ro cat ErarE qJi (r8rrr:r .riJo*t{.xt. rc't rxtA .nf ist r}f, gr a t.t rn o"fl(rca (x nlrnf,R IHf fll utEnr =Ecltt^tE ar,
l}rE MTCIEAR DBE(I|ETEn tlEllt{p OF TESnHC W S USE) tN sITBSI^I.ITUL ACCOffD ]rct MIH ASIx 029e2 A}lD DJO17
PRzuMIMFNT OBSER/ATIONS AI.IDIOR TEST RESULTS \ERBAI.LY RFPORTED TO:
PROGRESS REPORf,
^^-._ Michael Barber Architecture,uurlD Attn: Mr. Scott Ward ; 631y. Irlurrain
PCL Construction Services, nttn: 'Mr. Denny
Arrnour; Anderson 6 Hastings;
llQS Cnncrrltnnts - Attn: ltlr. Les lttood:
B1II Carr steven L. Pawlak
FIAD O8S81/ER APPRC'VED FT
Chen€Northern.lnc C..nt||ht f.|||h-r ci S<ar,rJ.a.
REPORT OF CONCRETE PI-,ACEMENT OBSERVATIONS
,r A |lrntt ?DltcE ttt .rlxtl lla ?rfE rf.r orritratf!, a1 irt('tnr rrf, J!.trm At rr oo.rrtrtlrl- t|n(ftxTt d- dlr cr Ixll lro arlrntET x 'ln Fll.r^-nrt o- lnarrrrxrt ooalur(|! c fitt crt rrrrr or ro,rario c,r x{Foitr'! it:til/tD tt o.$ q.f, ffiItft lt?t(trL s,\lrltr vrl E axFq'{D c- lntl rE l.s BC{.ianltD l'1rL ol}af r|n forxrr li siID lO l| |'rfr|r
^ ir.v.r , r'.l'i]ljt -l r..t ef era;rrr
rcr r., CrIt 14| r,/|O
To: TolvN oF v^rr, JoB No. 4 3e8 90 oxeT/L2/9AAttn: Mr. Stan Derrynanp.0. Box 100 OALY REPORT NO. 23 sHEEr 5 0F 10Vail CO 81658-0100 NlotcE NO.
PR(IJECf Adtlition to YlLl 'l'Tansl)ortltion Ccntcr., Vai l, Coloratlo,
sPeFEATpN! guw 3-5 -supruEMt.l4obilqru ror A 3000 28 days
ln coilt[}{T 4-B
AIESIT TEUPERAruRE &A}'|cE
TESTilL lRrJCt(
ML
no(Er
M'.llLE
EATCfiED
'Il!E
lRnnig,
IL€
SrrrPLID
Rn'QUrmfl@uma
IfBtt{
RE\OI-I'IION
@t t{tB
@uP|-EDO
CI'EC YAMt-ilD/
C,lJMUl-AItt/E
t lB ADOS)
AAU'T|S
I
2
3
4
5
7
54
44
114
4B
100
106
48
ploe6,
lorose4
I
l010B55
010855
010867
010868
010859
5z2o
5:30
5:46
1255
5z5B
6:011
6:10
6zO7
6:10
6:15
6:2o
6225
6i30
6it,
6:L)
as req,
as reql
a8 xeql
ag req,
as req
req
req
as
as
as req
aa rec
as req
as req
as req
as req
as reQ
B
1R
24
3?
40
4B
56
U
0
U,
0
o
U
0
lE;rI{l.stl[?(r,t)tn
OOIIEHT(t
UET UN]|r[sHr
(Pcr)
YITLD
@i{CRfIE
IETFE-
R^ruNE
co
RETAfU{S
2 4.0 6o1 r19.(.?oo sanple taken fron truck
PROGRESS REFOKT
Supplier is Slump of all trucks J.s visually observed when not tested.responsible for adding water aa requirod,
CO'IES MicltacI Barber Architccture;
Anderson {i Ilastings; Gary Murrain
PCL Construction Scrvices;
URS Consultants;
BlIl Carr Steven L. Pawlak
RELD OBSERIfER APPROVED AT
' Chen€Northern.lnc C.rrilrf f.'tt|.'t .ra Wb
REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS
,Iw,r'iiEgif&T6n'rffitt . d' sfarLxll @clri'a gt tnl.ctt txra ot [oait.e c! itnq6aIt@ u(al. qf|(r a*.rtaraTr ri. rcrl fn I tittr.c
^ "-rt- d t[EiFlp , -!r--'tri |\ Oall.. a/ts
To: 19511'1 oF vAI LAttn: I'lr. Stan Berryman
P.O. Box 100
Vail CO 816s8-0100
PR(}TECT Arltlition to Vnil Transtrortnti on
sperrcAnoir! :nlsp 1-5suP?ut&,'t.g,iobilelu rD. A lO00 - 28
JOB NO. 4 398 90
DALY REPORT NO.
|}S/OICE NO.
Ccntcr' . Vai i .. Col oratlo.
An coilr[}{r 4-B
AraE{t lErPEn ruFE R llCE
om ?/L2/90
23 sHEr 6oF 10
50 BO
IETHI IRrcXi0 TEXET
t|o.Tll{
B TC E)
TIUE
lf,Rtv@
1l
s IPL@
n6'ou,Inl@urfla
EOOI
R€\OUrTlOfl
@arNra
couPrSnot{
:rrEc Y rct-olD/
CUUI'I.AT E
trATB ADOq)
o^lloals
6
9
10
11
L2
L3
14
119
Lro
?g
EB
,4
44
114
010870
010871
0r0872
0roB71
0roB74
oloB75
010876
5tL5
6:20
6225
6z10
6:35
6:40
6245
6 40
6:l+5
5z5o
6:55
7:O0
? zaj
7:LO
a6 reg
a6 req
as req
as req
as req
a6 req
aa req
as req
as req
as req
as req
as req
as req
a6 req
64
72
80
BB
96
r04
112 \J
rEsr
HT
sujl?
(Dr)
AnofiEfi(,
I'ET UNTT
TtrHT(Fcf)YIAD
corrcnElETEfE-
R nrE
cr)
REr fu(s
-a-
PROGRESS RE ORT
coprEs )ii::il:"'i"ll::,lilll' ".#in',,",n
PCL Construction Serviccs;
UnS Consultants;
Bill Carr Steven L. Paw1ak
RE'D OBSERYER APPRCIVED FT
ChendNorthern.lnc
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
ffi R"'E rr., c...rr,lTg 4r- t!t!111 rrr t,..trrD a! rt cD.urrarFr-rirtt'rtt (r dtr o rxr* Ito a,nGrlD' tf,l ml'EA-
r'- .r. n^nr.',rl ooqr' - or arrrcni rrq. o,r f,c.i.€ cl cniil-c-ir,{i"io-lriiiri-or rrcrrx ttnora- s^L't 15 r.L E rrctD or x]a lE rD€ 6
i;rriro itGrt grrrr ,-{-arxrr rra rttlt lrr rr rirr'q
A irr.' .. t lFffr-lr-. er -a'rt
fri |.. Oatl.| l./F
Cdrfi a'rl-t ti Sd-i.Y,
TO: 1s1111 oF VA1, JOB No. 4 398 90 DATE 7/L2/9O
Attn: Mr. Stan BcrrYnanp.o. Box 100
uerrvm.rr o lLY REPoRT No. 23 sHEEr 7 oF 10
Vail CO 81658-0100 U't\DtCE NO.
PROJECf Adtlition to Vail Trtnsl)ortation Centcr', VaiI, Colorado.
SPEfTATp}|3 II.IJIP
srrPfi.JEnyt.Yobilelu rD. A f000
3-5 rn cot{rt}{T 4-B
Anon mrpenrruRE R^NCE 6o BO
IET
t{r.Tit o(}{L
TP(ETt{}T i€
a^rctE,
TtrElnnilE)Illr€s uPLg)
RniqrfiXl.l
@{JNTA
EOO{
Rf\ouflxll
@{rxtE t
cogH.Enotl
A'EC YAG
r-oro/
cUUULAITVt
wAlEn ADOo
eru.oNs
L'
15
L7
1B
I9
zo
2L
46
100
106
4B
115
r19
116
010877
oroBTB
o10B?g
010880
o10BB1
or08B2
o10B83
6z5a
6:12
7:00
? zO6
?: I0
I z16
7 z2O
7 zL5
7 z2O
7:25
7 z3o
7 235
7:31
? 245
7:35 as rec
as rec
as xec
as re(
a6 re(
ag re(
aa re(
as req
aE req
as req
as req
as req
as req
aa req
120
128
L36
r44
Lrz
160
168
0
0
o
0
o
lESr}TI
gjr|?
(Dr)
Ano(xrEr(r)
TET UII'TrffHT
(Pcr)
TAD @ilCREIEIE'PE-
RAIUNE
cF)
RETARXS
t5 5.5 6.5 L19.o ?oo sample taken fron truck
coP,Es lil:l::"T"ii::.ffiI'"."1;i,l,"",,,
PCL Construction Services;
URS Consultants;
Bill Carr Steven L. Pawlak
REl) OBSEFilER /PPROVED ET
' Chcn€Northem.lnc Cdrfr{ Crrlr-r .ri Sdrtt
REPORT OF CONCRETE PI-ACEME-NT OBSERVATIONS
,'HH,^Ll$,ffi*iiffi,f $i,1Tl f#;-dH'[''#ft
lrr .r rr^rrl-xtl aDal,l-Eoa! G r
iirrrnii iir-rr ittia.t d.olrrr F. rgtlp lo tr t*nr.o'
A a-.,8 J r.[Tf fl-lt t r e..rt *.
la h O.Ill{ ./.o
TO: 19Wp OF VAIL
Attn: Mr. Stan BerrYman
P.O. Box 100
Vail CO 81658-0100
JOB NO.4 598 90
OAJLY REPORT NO.
IN\DICE NO.
Ccntcr', Vai 1 , Col or'atlo.
-'^{r
corflE{r 4-B
ATSO{T TEUPSAIURE RA}€E
DATE 7/L2/9o
23 sHEEr B oF lo
Adtlition to Vail Transltortation
sftDrrATDtlS ![lJlrP
supruRMt.l.lobilgo,., A ]OO0
rErlo,nrcx
lr(L
TEXET
).
IIIIE
EAICHEI)
IUE
AifivE)
lluE
SA|PLE)
Rn'q.ftrEt|@uifia
DEOT{
RE\OU,IbI.I
@rJt{lER
couPLEnot{
CT,HC YAGt-ilD/
cuuut III,E
wAlE lDog)
oAL!O S
2?
23
24
2'
26
27
2B
150
29
2B
,4
44
114
46
010884
OIOBB5
o10BB6
o10BB7
OIOBSB
010BB9
o1089c
7 224
'/ itd
7 t32.
7 236
7:4o
'l t45
7:54
7 245
7 253
7 z2B
7 t53
B:20
B:O)
B:0O
8:20
as
as
req
req
req
req
req
req
reg
a6
a6
AE
aa
aa
as req
as req
as req
as req
as ieq
as req
a6 req
L75
I84
L92
e00
208
2L6
?24
4
4
TESTtn sll,lf(rlr)
ln
6r|rE{T(t
rET UNTT
USHT
(PCf)
tltt 0
corEnglErorPE-
RAruRE
co
REr nt(s
z5 2+5.8 L19.6 ?2 test requested bY suPP1ier
PROGRESS REPORIT
^taDrFe
I'ti chac I Barber Architecture;wrrl'' Anclerson G llastings; Gary lt'lurrain
PCL Construction Services;
URS Consultants;
Bj.ll Cam
Fral) osERV
Steven L. Pawlak
ER APPROVD ry
d dr drfi1 |rD artlirrcltrl{ 7tl titr.E^-
' Chen€Northern.lnc.
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
^|[:r'f,'TtTD Ar n; cotr'.''n4 jr'rt"rrY or dr o fxtl' '.lo
a'noglrDr txl ttlE^_
tror. i/ 3farrrrxr\ Gr(rrrrrr G {xtrvct3 tio.a ol [g inc qr rr.crn-a er-rrt t fr]otll arl rrllt]l iiliirlrl- slntr nl r c'co t '/'trr lEn}.l B
otutE u.I'. gna.l rF,flal.tl ,L rtlD lo lt llrrs
A.r-nF r lr(ffil7rl .. ...ir-t
tr' lr Clal l'L .^0
Cd-ttl. t4l-r -i Sd-lHt
TO: 1gy11 OF vArL
Attn: Mr, Stan Bcrryman
P.0. Box 100
Vail C0 81658-0100
PR0TECT Atltlition to Vai I Transpor.tnti on
sPErEAlE}ra ILJJIP 3-,silp?unl4t.tlobilod rD. A 5000
JOB NO. 4 398 90
DAJLY REPORT NO.
IMrcICE NO.
Centcr', Vai 1, Co1oratlo.
rn coNrDn 4-8
ltEE{I TOIP€R 1URE 8 t{CE
oArE ?/T2/9o
23 sHEEr 9 oF 10
60
Itsrt{r rnuo(t{L
lExrt
lto.llu€
EAlCltg)
IgE
ARR'VE)
llll|€
s IPI-E)
nad.rfin|
@rJi{TIX
EO0{
RflourlFal
COIJNIEN
@uFr.EIlO
;I,'EC YAEIS
t-o,,D/
CUUUIAITYE
tAlER ADotl)
o^Llorts
?9
30
3L
32
33
14
3'
100
105
4B
116
,4
44
1r9
0roBgl
o10Bg2
01089,
or0Bg6
0l0BgB
o108g9
ologof
d:UU
B:05
B:1O
B:46
9:14
925?
lOz33
B:10
B:44
8:40
9zAZ
9226
9 :48
1O:5O
aB req
as req
aa req
as req
as req
as req
as req
a6 req
aa req
aa req
aE req
a5 I-8q
a6 req
aa req
212
240
244
215
264
272
280
4
4
L5
4
B
IET
!xl.!,ln?(nr)AIR
O(I{IE{T(D
UET UNITtsltt(Pcf)YIA.D
CONERETE
IE'PE-
RAruEE
cr)
RAn fD(s
1L
32
,t
7L
72
74
on-6ite I hour fron batch tine
on-site t hour fron batch tiue
on-site I hour from batch tine
PROGRESS REPOET
ryrerr.r Michacl Bnrber Archi tccture;
AnrJerson I llastings i Gary lrturrain
PCL Construction Scrvices I
URS Consultants;
BilI Carr Steven L. Pawlak
RE-D OEEIIYER APPROVED EY
'Clren€Northern.lnc
REPORT OF CONCRETE PI-,ACEMENT OBSERVATIONS
a l lmtt tpr13rDr E cu>r . E( IrE .rro altlElvs, Ar Tr!{! raf r--.tlrD a! nr co.rxn^t-fi'.trrrtt r on o txEL po atoorcltD' Ti!,l fllt'E^-
rD. or rtarrrtra ctErrlrt (r rxt1r61t tl(fl (11 [orita cu anin-o -rr-i;49 6 ni o-i ritlltx ;1.nFro,1l- :nrtt" trt '( 6'crD ct rnrr lgr]€ 6
isarrE| urrS a'|}a i.J{r.txTl ,,r lgG.D lo H tlnt{'
^ tr.- a tlffi-l;l t ol r;prl
,.ir ta., Oal t,aa tto
C-r,|rf &tih-r t{ S.lr{j.
TO: lshtN oF vnrl JoB No.4 JgB 90 DAT? ?/L2/9O
Attn : l"tr . St an Berrymanp,o. Box to' elr rr'"'r' 0 lLY REPoFIT 119. 23 sHEsr looF 10
Vail CO 81658-0100 t|,nrct.E NO.
PROTECI Atltlition to V:ril Transportation Ccntcr', Vail, Coloratlo
spErEATDirs: !r.!!F 3-> nR @ilrE{r 4-U
sJp?uql4t.lvlobilqru m. JOOO A aaor rorprn^runE R^r{cE 60 - B0
llsr
1{).
IntEK
ITT
TDGTur.T f
8ATCfiq)r
TUE
Anntvtn
lttl€
s lPt @
Rfl,rl.rrTsl
@{,NITEWI
RE\OU'INN
@UXTER
oouPEnof{
;UgC YAEi
t'oAD/
CT.'UUTAIN'E
WAIER
^DOEDo uoNS
36
57
3B
39
40
r07
46
114
t+6
118
ologo6
0r09o7
o1090B
ol0gog
o1o9I0
11:05
11:2I
LL:23
11:rO
LL:36
11:15
Ll-:32
1I:fO
LL2i5
11:40
LLz35 as req
as req
aEi req
aa req
as req
as req
as req
as req
aa req
as req
288
296
304
3L2
320
o
0
4
5
TESIMI su,l?(sr)An
CONIE{T(r)
TET UNIT
TSHT
(Pcf)
lltu)coficFflf,
'E'PE-RAILNE
cF)
RETTAE(S
36 4*6.2 L39.7O
PROCRESS REPORT
^n'r,-"
l'li chae I llarber Architecture;
Anderson G ]{astings; Gary l,lurrain
PCL Construction Servlces;
URS Consultants;
SI1} Catr Steven L. Pawlak
Rg.D OSSERYER APPftOVg) FY
Clren€Nonhem.lnc.C...r/ijr{ freL-. .rll' gdrirrL
REPORT OF CONSTRUCTION ACTIVITIES
wms,*mx#*.H,flffi#r"ffi 63HR^;tH{3HHiilI',mf, 'H8ffi co"ffi#i*Fa;
a ,,-.t ., *FlFil r-t , ..'!'t"'
frrr f|. c{tO2A a.[o
o
To: TOIJN OF VArL JoB No. 4 398 90 DATE 7/13/90
Attn: llr. Stan Berrpnan DALy REpORT NO. 24 SHEff I Of 3
P.O. Box 100
Vail co 81658-0100 - llWOlCE NO.
pRarEcf Addition to VaiL TransPortati'on Center, VaiL, Colorado
tvE THER coNDmoNs Al.1D TEMpEMTRE clear - partly cloudyl prno r81rl showers 60-8r
CONIRACTOTS CON5IRUCI]ON ACIMNES
PBSONNfu
IIAJOR EQUIPMENT:
ACIMNE*
cHRt-NOfiTHERlt.S Sm AgrMnES Observation a19 testlng; stxuctural fill bej-ng
piiEbd'-foi fo-otings Level Onel Sta-irs #11 and fiII naterial being placed
bver 6tt gas line iorth of project on frontage road. Two hundred feet
of pipe Ilne has been lowered fron or16inal elevation of 2t below road
grade-to at 4r+ below road grade. fnspection of reinforcllg steel .being placed ln new parking-ranp wallr west of exleting wall on Grid I
Line A1-B2.
oFl#.TI$YU'fl ?l,Yg.ffi Y'%f TI,'96^5:*.TIIIT;*HT"'X$ ;ffi lf 3I.11'*"1'
gas pipe backfilt for Saturaay 7/t4/9O.
ili chae I Barber Architecture,
COPIES Attn: Mr. Scott Ward;cary Murrain
PCL Constnrction Services, Attn: lll' Denny
Ittood
I litl Carr Steven L. Pawlak
I
I RE-o oBsEh/ER APPROVED Ff
I
Chen€Nonhern.lnc.Cdrlthr E *rr. -ra S.l-S.4.
REPORT OF FIELD NUCLEAR DENSIfi TESTING
A3An,nxr'F'tEtE|toarxr|'f}IF.f,!||oo.Ea\4A1.|fF'r^['.E.fll|rr3T}(oofxEx|u|'''rc{fTr(ro.ic|',o|tll..)o4,|}@^''Drtnx!.n^-
Tror cr j^lrltrxrt qoqln€ q rxJrrcrr r.rrx m ftcA[,]ro o.a rrro#*n-iEfiil--gciiie -aa nrnot rP"io/a- Srrlei'et rU' oC lrFoID q" rfir tE l]rq 6
oorttrlrD lra.Et ofllt ,Jrr.{rxrt rf, ,ftrD l0 l. r[r|ir
^
ir'.- d *@- d..r!r..J-
F-rr ,r.. OrlOTA a,/O
ro: JoB No.4 s98 90 DA1E 7/L3/9O.'. TohN OF VAILAttn: Mr. Stan Berryman DAILY REPORT NO. 24 SXEgf 2 of 3P.0. Box 100
Vail CO 81658-0100 ll'lvolGE NO.
PROJECr Addition to Vail Transportation Center, Vail, Colorado
sPEclnc^nox couP^cTtoN & UATERLAL
M|NIMUM REQUIRED lN-PllcE DENSmY 95 t AS DEIERMINED Bf: ASg'I D1r57
CONSIRUCnON CONiw\CrORfr.lint/Ft,Lupton TEST LOCA'llONs WERE SELECTED B./: Chen Northern
TY?E A}ID NUMBER OF FJARIH MOVING UNITS 2 bACK hOCS
Tt?E Al.tD NUMBER oF coMPAcrtoN uNrts 4 iurnB iack
MEIHOD OF ADOING MOISIURE water line
THICKNESS OF UFT as req
NUl,lBEff OF PASSES as req
BG=Below Grade
LOCATION
DEP'IH OR
ELEVANON
(FEEr)
LABORATOff RELD
PACETT OF
(RE ATrr€./
uDola'l)
osTAl.g)
SOIL TI?E
tJt
NO.
ITNilMUM
DFTY
DENSfi(pct)
OPT.|MUM
MOlsruRE
CONTENT(u)
DRY
DENSN'Y
hcr)
MO|sruRE
CONTENT(t)
74
7'
76
?7
7B
Sta. u+75
Sta. 12+10
Sta. 11+75
Sta. 12+75
Sta. 12+25
4r BG'
4'BG
3'RG
}IBG
2I BG
l,38
138
138
138
138
6
6
6
6
6
5.6
5.6
5.6
5.6
5.6
L36.2
1j5.8
137.3
L15.9
].36.6
8.4
8.1
8.2
7.o
B.a
98
9,9
99
98
99
B&B road
base
nltll
It ll rl
lltl
tr PART TIME OBSEFMAIION
tll! |t}olt Picff! a.rr6 trrr[D at l ittJlr f o.f, oEltFr rr t d trr Pucr}'(}'I' tt ll w tlnftD -ot-rxf coffMclDi ro co{TDlf, rPTttl€ tlf
FfEtli.o.otD otasrtw tttqr ^ro ucntf rt nLl oun'o nre nur: n*l'ij"'Git"rlr- c-*lgcqqg -a-rrlroG' rsns raf ulo€ f rH( tll o{Y
A5 XIrWD XtrEs: rr r9 cat-Ei^Tf. qJi orgr1/a:t Juruun. nsl q^t^ A; T6i ii;-iia aess rcn <iftrnrs q{ r ET}lr'R THf ru rEErt lPEctftarEc'
TltE NrrctEAR DEiEOI|ETEI UEftrD of TEs:n!€ w^s usED rN 5u6nrfiul rccoRD llcE wIH ASIU D2992 All0 DJOI7
pRzuMttUFr OBSFJI/ATIONS Al.'lDlOR TESr RESULTS \ERBALLY REPoRTED To: Lss t rs64
-
EE R'Tl. TIME OBSEF/ATION
The
6',
PROGRESS REPORTwere perforned
pro ject.
Pending results of proctor.
on f111 belng placed over the
above co$paction tests
gas line north of the
^^-.- Michael Barber Archilecture,LUrt- Attn: l-lT. Scott Ward; Gary Murrain
PCL Construction Services, Attn: 'Mr. Denny
Armour; Anderson fi Hastings;
lles Consrrl tnnts . Attn : l.lr, Les l{ood:
Bill Carr Steven L. Pawlak
REI.O O8SER1/ER APPROYED B/,
Chen€Nonhern.lnc.C..rriht ttCE| -{ 3.4-t
REPORT OF FIELD NUCLEAR DENSITY TESTING
^3
A rlrrJ{ trorrEDt rD ttf|ot Dt ir.E l}o otrayE at |r c,tTt rtf !.nrtftD |! rlt tg.Exry-.lFqffrrft (f c.r clrxEl ^ro a'n<rc^rDl tn
'\a-EA-ru. q srarrr.o.r:, qrcurror€ or rrrr crr tror'r m i€cr or.o orr onorri*iiEffip irilii an -rrrrot emiona $?t6 trr t llFru d ftrr lcm€ !
oc^.ElE utel g|lo rrirxL)atr ||: l!E!D t0 I{ tint}ac.
^ ir.r.- d r'.[FiElr-" d ...rpr-
t-i t\ qalOtA a,/m
JoB No.4 398 so DATE 7/L3/9O'-. TOI{N OF VAI LAttn: Mr. Stan Berryman DAtLy REpOFn NO. 24 SXeSf SOfj
P.0. Box 100Vail CO 81658-0100 ll.NOlCE No.
PRqJECr Addition to Vail Transportation Center, Vail, Colorado
SPECnC TtoN coyp^cllolt & ITATER|,AL
MINIUUM REQUIRED IN-PLACS DENSIIY 98 X ,S DE.IERMINED B/: ASTI'J D}5'?
CONSrRUCTION CONIMCIOR:B&B Excavating 651 LOCAI]ONS WERE Sn FCTF! B./: Chen l'lorthern
TY?E A},ID NUMBFi
TYPE AND NUMBER
MEIHOD OF ADOING
OF EAR1H MOMNG UNTT5
OF COMPACNON UNTTS 1
MotsTURE natural
I hoel I bob cat
vib. sheepsfoot,
THICKNESSI r.ruugen ordual wheel;
OF UFT a6 reqr
PASSES aS req.1 junp jack
LOCATION
DEPfi OR
ELEVATION
(FEEr)
IAEoR TOFnr NELD
PENctxT OF(RoIIIrfr/
rrAxuAx)
OSTAICD
solL Tr?E
IEJI
NO.IIAXIMUM
DFff
DENSTT(pcf)
OPTIMUM
MOISTURE
CONTENT(r)
DTY
DENSMT(rcr)
MOISTURE
CONTENT(x)
79
BO
B1
6d,
o1
19t S. of A Linelor W. of 14
15r S. of A Line20r E. of 14
2Br S. of A Llne
Br E. of 15
24r S. of A Li-ne
Orid lt
A 24t S. of A LlnGrid tI
4 ' Bilir
JI BBF
2I BBT
4r above
footln5
r 11
156.0
L36.O
u6.o
L36.o
L36.o
5.9
5.9
5.9
5.9
5.9
133.8
L1r.7
L35.9
L31.2
L36.3
7.O
5.8
brY
5.0.
6.6
9B
99
99
99
sl. s1lty
sandygravel
It
tlll
n
f FUI.I TIME OESE|I/AIION D PART T]ME OBSEFVANON
I'13 ltFo(? Fmrxl3 tr|lnr funaD At l ta Ll f d,l o6tlir rns ('. nu FLrcnaf}ll. rt flnt ftIJED !n r oolTi^cl$ m oofDqt lfPlnu' l'f
ftErr.€Errr Dcrrcrrw E Tur l.'.g r6n 11 To ru u.,f!f€ nt lur: *rrx'ii'n#ril';-rot qcarytlge[rafixs- ttsrs l8 lqf,]!::r!'-gaY
ls aorwD ltlErsrr rs caln^r[ q.r ooeorvor:r JuDcrrJ{I. rgl q re ^d ifi iE*JiA E^;d'rut-moqs ot rxcftf,x ntc ru uEEfrl +tGtrE Doa'
TtE Nt CIIAR D€ltsotrEEn UEIlrp Of rEsnr{c r S US@ N sU86iT NIUL rffiD llcE WIIH ^5Ir
02902 A}ID DJOIT
PRzuMtMRf oBsFJt/ATloNs Al'tD/oR TEsr REsuLTs \ERBILLY REPoKTED 19, Les wood
PROG,RESS REPORT Thefill being placed
above compactlonfor step fbotin6s,
tests were
Level Onet
performed on structuralStairs /111.
...ro,". Mi
"hae
I Barber Architecture,--"" Attn: Mr. Scott Ward; Gary lfurrain
PCL Constnrction Servlces, Attn: 'Mr. Denny
Armour; Anderson & Hastings;
llRS Consrrltnnts. Attnr llr- l.es hlood:
Bi-l1 Carr Steven L. Pawlak
REID OBSERI\ER APPROYED gT
Chen€Nonhern.lnc Cdr/iht tndEt ri 5.lta-
REPORT OF FIELD NUCLEAR DENSIfi TESTING
^3
A q.mllt FG'ECnOT rO cl rran, nI Fl;tr ao {utl'twtl al rrftoltt lif, 3ur.mo t3 rE @Ttll]lL}txtfltrY c cf crrxB' rx) ||-ml'ia rDl ftt An ra-
r|d{ d. r^tri|lr,Tt o(r{llrlofn crr rnFrcT| rr.|t oR mo^e.r]x, cn nrt#ij'r*riii,nio']diiid-or -wrnrn rraor,u- serto m cE olno (t lrm rE llre 6
cofiIltD ulrl! qD:t ,*flarrxrr ,r( lcitlJt lo ft lrFlfil
^
6-'r- t, r.[xix-']'t. , ..nrG.'b
r-'r }.q Crf,lot 4/aO
TO: TOWN
Attn:
P.0.
Vai L
PRq|ECT
OT VAIL
Mr. Stan Berrynan
Box 100
co 81658-0100
Addition to Vail Transportation
JOB NO. 4 398 90
DAILY REPORT NO.
tlworcE No.
Vai 1, Colorado
one?/L4/9o
2, sHEEr r oF
Center,
SPEC|nCAnOil COUPAfi|ON t }/ATER|AL
MINIMUM REQUIRED IN-PIICE DENSIT 95 T AS DEIERMTNED Ff: ASTTI D1557
CONS1RUC1ON COmrmCrOR, PCL TEST LOCA1ONS SERE SELECTE er: Chen Northern
TypE AllD NUMBER oF EARrH MovtNG uNlrs I loader, 1 backhoe THTKNESs oF UFT f t
TypE AJ{D NUMSER oF coMpAg1loN uNns } hand tampers NUMBER oF pAssEs varies
MEIH()D oF ADOING MOISTURE rain
BSG=BeIow Subgrad
LOCATION
DEPTH OR
ELEVAI]ON
(FEEr)
LqBOMTOMT FIELD
PERCEXT Of
(RE.i\Ttt/E/
M,rJflra{ru)
OSIAICD
SOIL TYPE
rul
NO.lvlAxlMUM
DRY
DENSIIY(pcf)
OPnMUM
MO|sruRE
CONlENT(t)
DRY
DENSTTT
hcr)
MOlsruRE
CONTENT(x)
3B
B4
B'
86
B7
BB
B9
Sta. 13+25
Sta. LJ+IJ
Sta. ll1+f)
Sla. LJ+I)
Sta. LJ+IJ
Sta. 14+50
Sta. 15+00
1.5r BSG
1.9rBSG
1.5 | BSC
sub-
grade
tl
fl
tttl
138.6
158.6
138.6
138.6
138,6
138.6
158.6
5.O
5.6
5.6
5.6
5.6
5.6
5.6
1]4.8
r)7.o
L36.2
L15.8
L34.9
L34.5
r37.2
5.7
brJ
6. L+
5.0
5.4
6.7
6.,
97
99
98
98
97
97
99
tl
It
lt
It
n
ll
ft
tl
u
tl
tl
ll
tl
ll
lt
n
Ba6e Cour€
N R'U NME OBSERVATION EI PETT TIME OBSEM/ATION
ris kDoit ?ltrf,tm (F olt toir.tD at l FtllJLr Of Ol,l Ftlv^rr ! (r nll Ptrcfrf'{I. rE lt \t trfrjfD-,ol-nr co"rRAclon m €dn '|f lF an[o l}f
fcorarrDrrr cr'.Ffqrw ttnrtr rrr, rrocnr,t m nu. Drrnrr€ rrc rrrts rn]n'iih'f;ii 6-drl lFttnnrp -'P'R
tn.s ttirs li€ l^D( f nlf nI ('{Y
As x.l,flrT, lr€cr:rirF ro crrnlrr q,n omtl'vrr1r JUt oo,er{r. nsr rxv, & -rii,i iiiirilI lrss m ot'illoas trl lllf'llnt rtlE fr.r rrnt strtcrufra-
fiE NtrclE R DEr{lOsErER uEOm OF lEsnNC WAs USED tN suosta{ru|. rc@fitu}lcE wlTH ASIU D2992
^|tD
0JO17
PREUMIM,RT OBSEfiTVATIONS A|D/OR TESI RESULTS VERBAIIY REPORTED TO: Contractor
PROGRESS REPORf gbserved gae llne backfill ln the frontage roadnorth of the project.
coPrEs ti;ll?"'"H'3:i,t'fi:il;cture,
Anderson 6 llastings; !'lr ' lary Murrian;
PCL Construction,-Attn: --llr.- Denny Annourl
URS Consultants ,
' Attn: Iur. Les wooo;
S. Urton Steven L. Pawlak
FIEU) OBSERI/ER APPRC'VED FY
Chen€Northern.lnc.Conrlum lj|gln i. or'a sdr'lH'
REPORT OF CONSTRUCTION ACTIVITIES
ffi ,.-nE r., ou*rnwr. 4r,11rg!!!- ^hr s.-'',rrr As rr co]tn xr'.r 'ns-rrrYc"Htrffi i",ffiffir$rffi.%
f,Ll frifiniii.ii-'aU-ryq1 .q1 nrqr1gfr-tff gt ;ngx;o-utr arFotrrf, B Rtstr,tr Ftxoolo oui rfirrx
diiinlnii tiiiis-orr.r rer rqlrrrs rrlE ro[rrr lo Dl rnlt€'
^ '..'r- .a r.[lf X-l p-.t c, ...n .t|-
t rri tac cralcl^ a/ao
To: TowN OF vArL Jos No. 4 s98 90 DATE: 7/L6/9O
Attn: Mr. Stan Berrynan DAILY REPORT NO. ?6 SHEfi I 0F 5P.O. Box 100
Vail CO 81658-0100 l|'lvolGE NO.
PROJEclr Addition to Vail T1'ansportation Ccnter, Vail, Colorado
WEAIHER CONDmONS At'rD TEMPERATURE clear 80o, p.rn. rain aholvers
cHst-NORTHERtt.S SITE ACTMTTES tr'ull tlne observation and testj-ng of structural
flt} being placed for footings Leve} Onel Stalrs #11. Inspection-of
reintorctf,g-steel being ptaced for footings.Line -R-9t Grid 31.5-36.9
for scheduled concrete-pbur at 6:OO a.n' r-?/L?/9O. Excavation to natural
eoils for footing new structurer Line AO, Grid 1A-1L.5.
VERBAL coMMUNlcA]loN wfiH coNTRAgtoR, ENGINEER, ARcHrrEfi, oY/}lER'GiGE Snufti, PCL forenan has passed on informatlon for_ proposed new
top 6f footlng elevatj-ons for ievet One, Stalr llLL at 7L.25 slope footi-ngs
to 53.Q.
l.r|r Carr Steven L. Pawlak
NELD OBSEFryER
lr'li chae I Barbcr Architccture 'COPIES Attn; Nlr. Scott Ward;6a1y Murrain
PCL Constructi:on Services, Attn: Ivlr' Denny
Annour: Anderson & llastings; --iifis-Eii="tdinii.-nttn: Mr, Lei wood;
Chen€Nonhern.lnc,Cqrn}|' [nf5..r ra sffi
REPORT OF FIELD NUCLEAR DENSITY TESTING
s a r| ru,f ?iolfc|Ix tto q.txTl nf F|trE $o qJi'tltt'' al rf,'tttlt rnt s,./ir.mD AS nI: o(r'rf,xluL Ptrq'r'trY (I. d|l olo|ta xlo aT rqlzarD' nn l(,tE -
'ro^r
(,. sr lfuf,..rl. crr. u!rr6 qr m1rc1; 1171, o{ Rgqr1,r.rq gt,a arr<i.'r*riii.ri[l'-rdi'r-cn -rrrnor prrora- 3lril8 all eE D$FC, 0r fnt rEl]lo ll
crEtrllD u{.El ol}tt , rlrat{f,! xr ,ftfl) lo 5l lrnl.(l
a 'r-rr- r ".[ftiX-lr. d cncl..
a.'r |.!. Cltltt^ a/ao
To: To$/N oF vArL JoB No. 4 398 e0 oATE ?n6/9o
Attn: Mr. stan Berrynan DALY REpoRT No. ?6 sHEEr2 oF 5P.0. Box 100
Vail CO 81658-0100 11worcE No.
PRorEcT Addition to Vail Transportation Center, Vail, Colorado
sPECtncATtoN coupAcnoH & UATERI L
MINIMUM REQUIRED IN-PLqCE DENSITY 98 T AS
CONSIRUCIION CONTRACTOR: B&B Excavating TES'[
DEIERMINED Bf:
LOCANONS WERE
ASTM Df55f(under footinl
SrtFCTED FY: Chen Northern
T\?E A}{D NUMBER
TYPE A}.ID NUMBER
METHOD OF ADDING
OF EARIH MOMNG UNITS
OF COMPACTION UNITS 2
MOISTURE
I front loader, I bgb;tHlcKNEss
sheepsfoot rollers"t"NUMBER oF
OF UFT
PASSES
f€Q o
tOQo
a6
AE
IAEF=Above Existlng
1g611.1gp Footin vEPTH OR
ELEVANON
(FEEr)
LAEORATOFY Ftzu)
P€NCENT OF
(RE ATtfE/
trAxnA||)
OSTA'ED
SOIL TYPE
Iul
NO.I/AXIMUM
DFY
DENSTTY
(Dcf)
OPTIMUM
MO|sruRE
CONTENT
(%)
DRf
DENSTTY
(pcr)
MOISTURE
CONTENT(x)
9O
9L
92
93
95
4Or S. of A Lj-neat Grid ll
4Br S. of A Line8r E. of Grj.d 13
24r S. of A Line5' E, of crid 14
Br s. of A Llne8r E. of Grid 13
\ Br S. of A Li-ne
Br E. of.Grid 1]
1' AEF
4' AEF
2I AEF
2I AEF
2I AEF
L36.O
u6.o
U6.o
L36.O
L56.O
5.9
519
5.9
5,9
1.9
L33.3
L:3'3
rlr.o
u0.0
L33.8
7.2
7.4
'/.8
7.L
?.2
9B
9B
99
95
9B
sl. silty
sandy
gravel
ll
E8 FU|I nME oBsEF/ArloN tr PAtlr rlME oBsEfivATloN
nrs rfFnI PitxJ.rt qlf,rt' trtl{D a! A Rf9 1 tr oin (Elfw |r|6 (r nf Pl|rtxf'.r. rlE lt \it FfllFo otl-tllF c(lfln'Gnn lo ot'r!flt 4ftt!!9 le
F€Dor,irlrrf,D o(re,fcn f Errrxr lllo ransrurt m tru orrtnflc nt nurs trcx dr.n'ip*Fvin s sn o!+ln!9gTn nolg l€sls lar u^D€ lF nf-4!, oaY
ls gtlE\rLo r{.crGsrir ro c r,an tr trll ocrrwrrS Julrot *Jl. nsl rxre,ri.-riiii ii-f 3iii illsrt nn ofxxrrl { rltol[n nlt fu IrEB !4crrArxr6'
lHE NtrclI n DOFolrE|En uEnm tr rESIlllC WAS i,|SED lN St'IISt t{lUL
'TCCOffUI.|CE
Wml ASDI 02992 A{0 IXX)17
PRzuMll{Art o8sEfivA'lloNs A},10,/oR TESr RESULTS VERB,CIY REPORTED TO: Le6 wood
structural fill placed
taken fron above existingPROGRESS REPOKT ThC abOVEfor footines Level One,footing.
tests perforeed on theStair #11. Elevation
coPrEs xtt,ii"t"F 3::.t'filil:cture,
Anderson 6 Hastings; l'lr. Gary Murrian;
PCL Construct ion, - Attn: --ltlr.- Denny {rmourl
llRS Consultants. Attn: Ivlr. Les l{ooo;
3i1l Carr Steven L. Pawlak
REU) OBSETWER APPROVED A'
Chen€Northern.lnc
irrnr-n-o llrlrt o|tat ,it rrrturlll lJ{ &nrtD lo lt tnttttr'
^
.'r-r.- .l *Fiiil-lr" .. .-rf-r-
- .. .r-.a. a tal
Cq-nhf t cr-r -aW
REPORT OF FIELD NUCLEAR DENSIfi TE5TING
ffir r.-' rr9..ilutr-4r-{tgl! Av !s.'nm
^t
x( coq'xt*-ffitr-Btlfr4',,ffityffi
,r q tr^nrirna ur€llre,,. q ririffr-riri oa hi*il1-Crr rfn.nrr It rurrvtt, fo{rE qrl lEllr}l
'l
To: TOI1N OF VArL ,,OB No.4 39.8 90 0ATE ?/L5/9O ]
Attn: llr. Stan Berryman DNLY REPORT NO. 26 SHEEr, OF tP.O. Box 100
Vail CO 81658-0100 . 6WOICE NO.
PRGJECI Additlon to Vail Transportati'on Center, Vai'l, Colorado
*AEF=Above Existing
Footing
LOCATION
DEPIH OR
ELEVANON
(FEEr)
TADORATORT RELD
PERC€{T OF(REJ\lrvtl
u^)olrura)
o{Il tt{6
SOIL TY?EIIA)OMUM
DRT
DENSfi
(pc-r)
Or'nMUM
MOISTURE
COMIENT(x)
oFr
DENSTNY
(pc't)
MOISTURE
CONTENT(x)
tLsl
NO.
94
95
96
97
97 I
10f s.q, 1
t6t s.6r E.
16t' S.IOI E.
20r s.
lO I \|i,.
20r s.
IOr lT.
of A LinelofGrld 12 |
Iof A Lj-nQof Grid lf
of A LinQof Grid 1]
of A Lineof Grld 1
of A Lineof Grid 1
4I AEF
5' AEF
5' len
4
6' AEF
?
5I AEF
2
1]5.0
L36.O
1]6.0
1J6. o
r]6.0
5.9
5.9
5.9
>.9
>.9
u4.0
L34.5
L13.8
1J0.O
L31,9
7.O
7.2
?.Q
7.8
7.9
99
99
oP,
OR
sl. s1ltY
sandygravel
ll ll
,i t'
lr
even L. Pawlak
APPROYED Bf
Michael Barlrer Architecture,
COPIES Attn: Mr. Scott Wqrd; -- .
Anderson t llastings; I{T. Gary luurrran;
PCL Construction, Attn: Mr. Denny Arnour;
URS Consultants, Attn: Mr. Les Wood;
R{ 'l
REU)
.1 Carr St
OBSEM/ER
Chen€Nonhern.lnc.C..t dh{ &{h-r ..{ Sd-th
REPORT OF EXCAVATION OBSERVATION
as A ||lrn!|l pr('|fcrr'| m ctrxls, tr|f purt lra, (xrirtvt:, Al! flF(fnt rxf srfftD ls nf ctr'rlxrg( Fiofllft (F fI clfxrl ,,o, arllllu lDl 'F[-E -
rtra (r sunrrxr\ o(ro lErr11 (1a llrn11;13 fl(rr an flfo {lrro q|rn nrcirr-s etsrimo ruiurr qx m lt}r lftttota- sll}u:i rll E oslcr! (r rflLr tEnlxl lsqr4ulu! uarr! o rr rg|rrxtl lrc lfll"Lo '| lt!|rfl(l
^.rrs- r -[XlFlr-. ., -r4clr.
ft'rn ll* Cl'alOlA a/to
TOr
TOIVN OF YAILAttn: Mr. Stan Berryman
P.O, Box 100Vail CO 81658-0100
PRGJECI Addition to Vail Transportation Center,
,,oB NO. 4 398 S0
DALY REPOFIT NO.
hwolcE No.
Vai1, Colorado
DNe 7/L6/9O
25 SHEET4 0F
D(CAVAIION FOR: Footing 7r0r? x 1r4'l
LOCATIONT
Line Alr Grid 3O-3I.9
E(CAVAIION BASE ELEVAIIONS:
20r at 60.15,step down 59.38
}'[ATERhI-S D€OSED IN BNE(S) OF D(CAVANON(S):I'latural undisturbdd soiLs were observed at
excavatj-on, and appears suitable to support
preBEure.
the base ofthe design
the footingsoil bearing
REITIA,RKS: This footing area ie sui.table for reinforcing steel
placement.
VERBAL COMMUNICATION WTTH CONTRACTOR. ENGINEER, ARCHITEfl', OWNER:
PROGRESS REPORT:
Michael Batber Architecture,
COPIES Attn: Mr. Scott ltlard;6a1.y Murrain
Anderson 6 llastings; PCL Constilrction
Services, Attn: Mr. DennY Armour;
URS Consultants, Attn: Mr. Les Wood;
tsill Carr Steven L. Pawlak
REIO OBSERI/ER APPROVED BT
Chcn€Norlhern,lnc Cr-dl|. f.effl.. -a S..it|,.a.
REPORT OF REINFORCING STEEL OBSERVATION
At A qmJrt tidtctDa !o rttxn I|I RrE X|r d-ill\itl, |tr nt'om.xta 3,n,TrD N nf cotDotr't F*{trt d. dt (rrx|a AIO X',nOaC III{ lfl Pi'{-EA-
t{rr c- n^n{xrl c{r{luxr.t ('r rrrpctt trrr| dt rtcri.a C.r rnin-J-niri;i.o moil A.,l ritnDt i*'|Dl- ur|'l8 lrt sc rFr' (r 'ftlr lt:m€ 6
coal.fltl, trllrt Otltt ,ffrlrr{lt llf. |fiIl) lo ll fin}3'
^ t'-1L .t t fillXlnr r .-rwi..
fdrrr rb. clal tt^ afiO
TO:
TOWN
Attn:
P.O.
Vai 1
PRO'ECT
OF VAIL
Ntr. . Stan Berrynan
Box 100co 816sB-0100
Addition to ValI 'lTansporta ti. on Cente::,
JOO NO. 4 398 90
OATLY REPORT NO.
tlwolcE No.
Vai.1, Colorado _
oATE: 7/L6/9O
26 sHEEr 50F
STRUCruRE Footings
LMA]n|a.El/ Ilorl
REDIFORCIT€coure{Is
vgnct|.HofltrOt{r L
B9-3t.r/365 70. Bg
standees
4BilGrid 2'B
Dywld {Panchor a6 r
IB #6a#6e
-116 a
#-LL@,
rlrl
llil
ll. rf
l,zn
LB
Qo
oc conto top mat E.
oc cont. top nat N.
oe cont. botton nat
oc cont. botton nat
to W.to S.
SPECuTNntie *rU cnra: 50
REnfmcwc crr^Hr.0Er! clean
cLE RAfiCE Ar|o C('t E& AS f€Qr
Spugfie SpECTEAIp6: aS feq.
et8 S!PPOf,IS: TYPE BriCk
m6H
HOCtlr tt'
F nms tso-
P srtor Duffiics usED
Xf, comnrton xrrlseo
b r,.nr-nve ogtnv mN
O prrr-nur ossEru nox
|lsllcE @lllrt llcE yeB
uEr PRO.ECT UEr PRorEGr DAIE,ffiffi, nEoumo{rs RE-D(^ru{@
OUIIIT{ED RE-OqTNED
PROGRESS REPORT
conformance vrith The reinforcing steel placed appearsproJect plans and speciflcatione.to be 111
Michael Bqrber ArchitectuTe,
COPIES Attn: Mr. Scott Ward; Gary Murrain
PCL Construction Services, Attn: Mr. Denny
Annourl Anderson G llastings;
URS Consultants. Attn: Mr. Les Wood;
BiIl Carr Steven L. Pawlak
RE..D OBSEM/ER APPROVED S/
Chen€Northenr.lnc uor|.lJung t,rghi. cDd s.r-rt}.L
REPORT OF CONSTRUCTION ACTIVITIES
To: T0WN OF VArL JoB No. 4 39s sn oATE: 7/L7/9O
Attn: lrlr. Stan Berrynan DAILY REPORT NO. 2? sneff I of B
P.0, Box L0.0
Vail CO 81658-0100. IWOICE No.
pRqrEcT Addition to Vail Transportation Center, Vai1, Colorado
WEATHER CONOMONS AI.ID TEMPERATURE
CHEIf-N0RTHERN,S sm AGIMnES Concrete pour at 5:00 a.n.-1 footings P?[33.r'j6lg iotif-168 cuUic yards, full time observation and te-eting. _B&Bgxcivating placlng stiuctuial fill at Level One1 Stair i111. -Rebar-inspectioi br stef footing Line AO-JO-Jl.9' Elevati-on1 6Q'.L6-J9'38'
B&B-continues to excavate for new structure on the east side'
VEREALCOMMUNICAIIONWfiHCONTRACTOR,ENGINEER,ARCHITECT,OWNER
Ilill Carr Steven t. Paw1ak
RAl) OBSEM/ER APPROI'GD 8Y
l{ichae I Barber Architecture ,
COPIES Attn; Mr. Scott Ward;Cary Murrain
PCL Constructipn Services, Attn: Mr' Denny
Armour: Anderson & lla-s-tings; ...rlRs consultants. Attn: tvlr" l,e !--lY-eegj
^
.i.rt- ., r,.[ff f X lc-? .. Ert'rh
tr ||o. CuEtOt aFo
Chen€Nonhern.lnc.C.r-rl.rf f4tf|r| -i sffi
REPORT OF FIELD NUCLEAR DENSITY TESTING
as A urnA PittrEIE|l rc (l,.rrt' nE F|lE rxt ofittwt:a al fitJD('tlt
^r!f
suiqmD AS nf oc.|cf,rlut-firot'ftlrY f trl Gljfxll l]o amoEL|rD{ 7|l ntr E -
rER '. sr^lr{x'. csanlfF 6 qr rnPrclll r'fit o{ Rto ff'€ g|n rrrqfJB*dnn'*!'-rcxjiri-or -rrrnut
^PFno'fl-
sAPtI:' ru 4 rForD 6 Aflrr ll:tTlle 6
orErflD ul.t! g t ln gJarar| r{ ,erD Io ll t[|lrrl
A tr-nr- I -@r-t d...lr?aa.
f-ri t... CrIlotA a/|o
To: TohlN OF VAIL JoB No. 4 sg8 90 DA1E ?/L?/9OAttni Mr. Stan Berrymanp.0. Box 100 r'e'rirxrerr DAtLy REPoFir No. 27 sner 2 oF B
Vail C0 81658-0100 ;NVOICE No.
PRqrEcT Addition to Vai 1 Transportation Center. Vai1. Colorado
SPECmCAnoN couPAcTlox a
MINIMUM REQUIRED IN_PL{CE
CONSTRUCTION CONTMCIOR:
}IATERIAL
DENSTTY 98 T AS
B&B Excavatingres'r
ASTI'4 D1557( under footing
SELECTED BY: Chen Northern
DETERMINED Sf:
LOCATIONS WERE
TY?E AI{O NUMBER
TYPE N.ID NUMBER
METT.IOO OF ADOING
OF EARTH MOVING UNtrS
OF COMPACTION UNTTS T
MOTSIURE nabural
L D1 THICKNESS OF UFT as req.
sheepafoot vibr ToIINUMBER OF PASSES as req.
2 junp .jacks
*AEF=Above Existing
Footing
LOCATION
DEPIH OR
ELEVANON(rEfi)
I-ABORATO'T FIELD
PERCO{T OF(RErnE/
uNcrAr|)
ogT tg)
SOIL TYPE
tE)l
NO.I,IN(IMUM
DFY
DENSITY(pcf)
OPnMUM
MO|sruRE
CONTENI(i)
DtrY
DENSTT
(pcr)
MO| TURE
CONTEI.IT(r)
9B
99
10c
t0l
102
]5r S. of A LineGrid 12
12t S. of A Line5t E. of Grid 14
lor S. of A LineLr' E. of Grid 1.
{0r S. of A Llne
5r Vir. of Grid 1I
JOr S. of A Llne6r E. of Grid 12
7I AEF
4I AEF
.8
I AEF.
9I AEF
10 ' AEF
lJ6.O
r35.0.
L16.o
L36.o
L16.o
5.9
5.9
5.9
5.9
5.9
L35.7
L33.9
IJ4.}
L35.8
L33.6
7.L
'/.2
7,9
( cO
7.L
99
9B
9B
99
9B
sI. silty
sandy
graYel
tr rutI TIME oBSER/ATIoN n PN{T TIME oBsER/ATloN
nG irFo|rr p'frrtaf! opxE|a tunrfD Ar l iEtll|.T of drt o36ttv^rrr|! (r nll ptrcfr.f-xf. rt lt trf FfI rfo o{-lllf cttndott I) c0{ruUt 'Pf'ltxo rE
ntooanrofD od!fcn,[ Itnttr
^nD
rrcrlf m ittf urfirro na rruts nlx'uh'ii*]rw'rl c rrt rrlsrfrvl!9-oPrMmirs lf,srs rF€ rr De tr rrf ml q{r
^s
gtrf,YLD x'r'<rrr ro (,rff.rr qJn urEnytl.|t Juuc$.txr. rtsr u,vr ld.i6i'n-i."ltl.f 0^s6 nn orNx;6 otl n|El}trtr Tllg ntl rET! g'Eorrc xr6'
THE NrrCtE R Dtl€t t|ErER UEtm Or IE'nNC WAS Usf.D tN SUES[^}{I!\L lccoftD }lcE w[t}l ASIU 02902 AllD DJO17
PRzuMIMRY OBSFfl/ATIONS AllD/OR TESr RESULTS VERBAIIY REPORTED TO: Les Viood
PROGRESS RepORT compaction
being placed for footingsexisting footing uest of A
tests performed on the
Level One, Stait '/fLL.
Line o
structural fill
l.llevations taken fron above
coprEs titll?" tr3i"B:irt'fi'j'":: cture,
Anderson € tlastings; Mr. Gary Murrian;
PCL Constructlon,-Attn:,-Mr.-Denny {rmourl
URS Consttltants, Attn: Mr. Les wood;
Bill Carr Steven L' Pawlak
FIEI-D OSERI/ER APPRWED 8T
TO: TgwN oF vArr JoB No.4 j9.8 e0 DATE 7/I7/9O
Attn: llr, 'Stan Berrymanp.o. Box 100 DATLY REPOKT NO. 27 SHEETJ 0F I
Vail CO 81658-0100 . INVOICE NO.
PROJECT Addition to Vail Transportation Center, Vai'f , Cofo"aao
IEST
NO.LOCATION
DEPTH OR
ELEVATION
(FEET)
uaoRAToFr FIELD
PERCO{I Of(Rcl^ftq./
llA)oru|l)
O|'IArtD
SOIL T'/PE}IN(MUM
Dmr
OENSMY
(p"f)
OP'NMUM
MOISTURE
CONTENT(x)
0raf
DENSTTY
(pcf)
MO|sruRE
CONTENT(r)
IO'
ro4
ro5
16r S.Br !v.
5lt S.
5t E.
20r s.
l0 | li/.
of A Llneof Grid 12
of A Lineof Grid 1}
of A Lineof Grid 14
llr AEI
'I
AEF
6' AEF
L36.O
T36.o
r55.0
5.9
5,9
5.9
Lt4.3
L34.O
L33.8
7.4
7.o
7.2
99
9B
9B
s1. silty
6andygravel
tl tl
Michael Barber Architecture.
COPIES Attn: Mf. Scott Wafd;
Anderson 6 Hastings; Mr' Gary Murrian;
PCL Construction, Attn: Mr. Denny Arnour;
URS Consultants, Attn: Mr. Les Wood;
II1II Carr Steven L. Pawlak
RELD OBSERI/ER APPROVED ET
Clrcn€Nonhgrn'lnc c"rrui rr,*'o n' t"r"'
. REPORT OF FIELD NUCLEAR DENSITY TESTING
lt l |rrnr,t tF rErE lo qrxll fir 't;! To dEtwl Ar |'tort rlf, $r'rrD Ar nt ootntxlt{. tifitrr f 'rt c|nfil l o amo't(a|l trr rui'Erp
tr>, ', rl^nurxrr .'rqrm. ir rxti.rclr rfi r oi iror.r.o q5 nlulii'o-iri-rriu xiirro-cr rrtnx'frolr 3{f{,t fir x ]IFJID 0/ lftu lllltl} 6
qrrlrtr,o t'arn o|llr rn ltf,rrylr ,r{ lolllll lu x lirll€'
^ ".-n - r *(llilt-lr.'r d ..nr-r-
- ', ..-.-. .,4
Chen€Norlhern,Inc
Orjtli ar*5r tia 5.|..tr!r
REPORT OF REINFORCING STEEL OBSERVATION
Al A rarnl|l trlfcrDt ro ctnara [|( |(rE ao qftltwl {r irFfrl 'lt 3rntrrtD |t nr @rlllxlr.f -PFr-rw (r dr cutflr' a0 ,r,l]oE rrl{ tul Fi-REA-
rp, d. Jlllrlltttt' q .l.uqr'6 <ll rxtucrf tttrtl tlt ito^[t' crr rxin-c-ninr,rl tf'ltl€ ql linrJ'l 'F"xrn|.
3 l?La rll E rlr.qrD tr lftnt rEm,o 6
coa'rfltD ur|r:ra oltal t'xr€tlt {lt ltf, telIl, lo H l }t\
^
.rr-r.- .. r-[iiiE-]r.t , ..ar..i-
f.'G rra Cr{llaA a/tc
TO:
TOl4IN
Attn:
P.O.
Vai 1
PRqJECT
OF VAIL
Mr. Stan B.errfman
Box 100
JOB NO. 4 398 90
DAILY REPOKT NO.
rlwolcE No.
Vai1, Colorado
DATE:7/17/9A
2? sHEEf 4 oF
c0 816s8-0100
Addition to Vail Transpottation Center,
STRUCrURE New parkinn ramn wall
Lm^rxil :l.Eit^noN
RSIFORCIM}
oqaE{Ts
!€Knca tr,fflzONML
Line A1-82
W. of Grid I
93,48
#r@
/14 @
llrroc
lBtroc
/16 @ Lztl
B fl6 eq..
6paced
#4 @15t''oc2 #6 cont.L #6 cont'
10 lt4 @ 3tl
inside faceoutside face
each facetop of haunchbotton offset of haunch
haunch top of Z2tr waII
oc haunch top of 22tt vlall
SPECUT lxrts: StE CR O€: 60
Rftl{FmcNo CtIAllt0lES} Clean
qX f, tCE ll{D OO1E& ag feq.
SPrrc|Noc sP€CFlClTPll$ See note6
8Af, slrPP(mS: TypE 2rf & 8rt chair
M{FH
HECTIT
d nens uso
d goe DnAlurcs usED
d conrnrcron rrpr,rgp
H ruu-rue oosEnvnor
O prrr-nve flrsEmtAnox
lretlCE CO||l.rU0lCE ye6
u€r Pno,Ecr uEr PRqrECr
R€DUNETftXIS R€qUIFEIETTStrr€{ IMIUI.LY rvllE{E](A!D{€D RE-OOA'TNED
DAIE
RE-E(^r4il@
obe erved of #4 @ lBtr oc and under 2rt
clearance corrected by. contraCtor. A11 other steel appears to be placed
in 6qeneral conformance with plans and specificatj-ons. ,
Michael Barb"er Architecture,
COPIES Attn: Mr. Scott l{ard; Gary Murrain
PcL construction services, Attn; Mr. Denny
Arnourl Anderson S l{astings I
llRS Consultants . Attn: Mr. Les Wood:
Bill Carr
RAD OBSERVER
Steven L. Paw1ak
APPROVED Bf
ChenONortlrcrn.lnc Cqaltltl Etd-r tra sdtt|t.
REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS
a A t|Jftn trtEtlx to otrtafr. ttt' RIE t.! q'llllwr, ,u i(toll! .tf t-n mD a! r|| c!.fDfxn^r P'll??'TY d drr qD.ni lro atftlrllllDl ^t xf,ra-'Iri'o- iiirniio:r- intiur!:rr -<i'irrr..rr rr(r, (r rfo$rao o|,r crun-c |rinio rrxio d.i tFttfl ,l,?f,or'a- s^lrt-t! nl qe oltrED d ,rtu .tt n€ 6
ooaai.IltD uttlt on{.i ,rt .rraratt ,rf ruo Io ta tf,ttn
^ '!r.r J .. [Eiii*lr." ' -rrrJ..
t6r L., CYtll.! a,/ao
To: 19vs 0F vArL JoB No.4 seg e0 DAIE ?/L7/9oAttn: Mr. Stan Berrymanp.o. Box 100 DAILY REPORT No. Z|sngr,r 5Or g
Vail CO 81658-0100 tM/OtCE No.
PROJECf Addit.i on to Vail Tl'an sl)ortlt i. on Ccntcr, Vai 1, Colorado.
SI,P?IJE
SFErEAlx)r€s sLt Up
l.ft.l4obiIuu r.o. A JOOO
3-5 An coirrEltr 4-B
arro{T TETPER T'RE R r€E 6o0-800
ftsr
hto Tntrc{
HL
ICXET
l.to.
nr|E
E Tcflg)
TIUE
ARnwtI)
Ttu€
SAIIPI.ED
RnIQLUIETI
@T'NIERE![l
RE\OU'Inl
o(xrt{TEn
couPr-EIlot{
CUTrc YAGt-ilD/
CUUUTAITVE
w rn ADo€Douor|s
I
e
5
4
,
6
7
54
100
106
44
114
4B
119
o109BB
010989
01og90
0roggl
alog92
010993
oro994
5ziL
5244
5t5L
5255
6:oo
6za6
6zL5
5251
6:00
6:11
6tLJ
6:2O
6zZB
6r40
6z2O
Ut$
i
a6
a6
aa
as
as
as
a8
req
req
req
req.
req
req
req
a6 req
a6 req
a6 req
ae req
as Teq
aa req
as req
A
Ib
24
32
40
4B
,6
o
o
0
LJ
0
o
o
TESTIT\sun?
(Dr.)
ArR
oot{IE}tT(r)
tEr uNn
WTFHT
(PGf)
ttll0 CONCRF.TE
IE}TP€-
RAIUNE
cr)
RElaAe(s
7
3.5'(E
6.6 6B
64
sanple taken frorn truck
Thj-s B cu. yd. was rejected by cont.
PROGRESS REFORI The above test sanples were taken
requested that all trucks visually observed torfor trucka over t0 uinutes.
from
slunp
the
and
truck. Client
tirne observed
^nDrEr
Michacl Barber Architecture;
Andcrson & llastings; Gary Murrain
PCL Constmction Services;
UllS Consultants;
nill Carr Steven L. Pawlak
FIEI.D OBSERI/ER APPROVE) BT
Chen€Northern.lnc Cdr{fi Lnlt-r ti Sdt{hL
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
at A r|rrul. ?I'tErE E alrx[, frc 'tft ^lf, lttttwt Al itroinr
^trG
ln l'm At Tf oofirDfj{Tt^L FnoF?ttTY f dn clf,rr* lJo-,l,nw^nx rDr t(R-ra-
rr'| (r Jr^irxxtl mrcu,lr.r orr rIIr.cI! rrou dt i[orriao qr mn*rr-d niwrD' ?ft[fut (t,'l hralt rl?io/a- 3'{|'ltt rrt E DI|iolro cr x-tn ltll]xl 6
ct IlrlID Dlrr gflrt ,nasa,|lt ,I r[ID lo x t'rll€'
^
i!r.- ., r- [Tiii-lr..r d ...rrrb
7n ra CItt.. ./rO
To: 19r11p oF vArL JoB No.4 jg8 e0 DATE ?/L?/gAAttn: Mr, Stan Rcrryman 1r7 t Ap.0. Box 100 ' DALY REPORT NO. 6r sHEr o 0F v
Vail C0 81658-0100 tMrptCE NO.
PROTECf Atltliti.on to Vail Transpontat i.on Ccntcr', Vail, Colorado.
sPrpuEllpr.ts: g.uuP 3-5sunprrnl4t.l{obiluu m. A f000 28 days
ArR co?{rE{r 4-B
AAS{T'IEUPCRATUFE RA}€E 60 BO
IE;T
tD.In cxl{L IEI(ET
Ht TIUE
a TctE)
TIE
/tf,nryE)
ru€
s lrPt-En
RE\,9(UfDt{
@ONTER
EON
REVqJIPN
cxxrNftn
o(xPtEIlo{
clrEc Y rulsto D/
crruuutwE
w^nn ADo@
o tt6rs
)<
I
10
11
L2
T3
14
46
47
54
100
105
44
114
I00995
100996
100997
rooggB
100999
r0r000
101001
5t30
6t37
6:5L
6-.59
7: 14
7 225
7 z50.
5:39
6255
7: o1
7:1O
7 t35
7 t45
B:00
6:45
7:OJ
aE req
as req
as req
as req
a6 req
aF req
as req
as }eq
as rec
as req
as req
as req
a6 rec
as rec
64
?2
80
8B
96
r04
8B
o
U
o
10-20
4
adJustedtotal pour
lESrt{L sLl[?(sr)llRo$fie{r(r)
tEr ut{n
WTFHT(Pcf)YttlD
cor.rcf,fJEIE'PE-
RANNE
cF)
RDr ru€
B
9
)t 6.8
6.6
64
62
thls B cu. yd' was rejected by cont.thls B curldr was rejected by cont.
Total 56 yd. poured ln forns #114adJusted load dellvered to BB cuo ]d1
PROGRESS REFORT
nnD*iR Michaol Barber Architccturc I
Andcrson & llastings; Gary Murrain
PCL Construction Scrvlces;
URS Consultants;
Bill Carr Steven L. Pavrlak
RE.D OBSEfUER APPfiOVED Sf
To: 19p11 oF vArLAttn: Mr. Stan Berryrnan
P.O. Box 100
Vail C0 81658-0100
PROTECf Additi on to Vail Tr;rnsportation Ccntcr,
JOB NO.4 398 90
OAILY REPORT NO.
n*olcE No.
Vai I, Colorado.
DArE 7/L7/gA
27 sHEEr 7 oF
srccu
srpprlER },rt.lqobilrlr LD- A fO00 28 days A,gG r rElp€RAluRE Mr{c€ 60-80
lESr
l,l0.
IRtrcX
Mt
llCXET
l.x).
ITTE
SAIC|E)
ltuE
lnfivED
rlr€
SATPLq)
R[l,QUrIDtl@urrn&u[l
RA,OUTTPiI
@(txtER
oouPt-Elloll
CUBC YAffi
IA^D/
crruuIAIlvt
WAIER /\DOE)
cAlloa6
L5
L6
L7
1B
r9
20
2L
119
4B
47
48
,4
109
44
100e
10of
10o4
I005
ro05
1007
1008
7 249
B:05
B:21
B: ]0
B|35
9 ;04
9zLJ
8:01
8225
B:36
B:50
9:0o
9|T6
9z3a
B:45
9:35
as req
a€ req
as req
as req
as req
a6 req
as req
a6 req
&s req
a6 req
as req
as r€q
as req
a6 req
96
104
1r2
120
128
t36
r44
0
0
I
0
4
0
o
TET
HL
sll,lP
(Dr)
tn
OOilIE{T(r)
TET UNTTUSHf
(Fcf)
YIEO
@ilCR€IEIEPE-
RATURE
cr)
RElr fU€
L7
2L
4
4
5,?68
7O
sanple fron truck
Eanple from truck
PROCRESS REPORf,
nn''ltre Michao I llarber Arcltitecture I
Andcrson {i llastings i Gary Murrain
PCL Construction Scrvices;
URS Consultants;
8111 Carr Steven L. Pawfak
FIEID OBSESWER APPRSVE) BY
Chen€Northcrn.lnc,C..r|lfrrf Infb.rt ci s.4-frta.
REPORT OF CONCRETE PI.ACEMENT OBSERVAT]ONS
,! a urntt aitncnt to .rDfll tl€ tt;E t f' (I.|!rlllfr. at rftt.iTt xrG ltfrrrrD ai nf cotln rrrit. Fi(IrfnlY (' qtr o lx{t, l.|, amrfl ID, 7q n,t-E -rE. (r lrrarrr{xrt, oo..clt.rotr 6 rfudi-n(|a q ec^rit o.r ruqrn-c hini.o rxirc (rn ffftnt ,,?F(trr- s4r''tr.i xll. 1- lrF(lrD o,',rrlrl lun€ B
otra.Illlr ('.,r!| oDl| ttt$t{}rxlt l|f rf, D lo l{ l'nt[,
A "rr- d r,.lTiiilr..r a d,ab
t6 ra.. CIll{a .,&0
Chen€Nortlrern.lnc
a n:r- , rlTllf-l r." r ..."-r..
tri r., Oatl l,L a/ao
Coi.sl(}tl &|th.3r ol sdr{Jr{r
REPORT OF CONCRETE PI..ACEMENT OBSERVATIONS
To: lglvl'l oF vAI L
Attn: Mr. Stan llerryman
It.0. Box 100
Vail CO 81658-0100
PROTECf A<ltli.t i on to Vai 1 'l'rans
JOB No.4 398 90.
DAILY REPORT NO.
llOr0lCE NO.
Vai 1. . ColotaLlo.
DAIE 7/L7/gO
27 sxrrr B or B
t i. olr Ccntcr,
sPECrEArI)ils lrurup 3-5 ln co}|rExr 4-B
slrPPUm Mtot4obilrrx tD. A 3000 lrsErr TEIPEn^ruRE MIICE
a6 re
as re
as re
Lr2
IbU
168
as req.
as req
as req
22
2t
24
114
r00
119
1009
I0l0
IOII
9:34
9 237
9 t57
9 :40
9:53
1O:1
Bill Cam Steven L. Paw1ak
FIEI.D O8SER1/ER APPNOYED BY
r,.rtDrFe MichacI Barber Architecture l
furderson & llastings i Gary Murrain
PCL Construction Scrvices';
URS Consultants;
ffi FrE *r, c.;'r'i *,**""pgXlr*H,ffii1ffi^;'S1g ffi f;;g"ffi'f'Sft'riji'r- iierriirtrr crttunr|' dt fxll.cln tror ('l iforfit€ qt rt,'(
oonrunD l'lL! ont ,iir$rar{ll lif ,firD lo ll rBlll
C{ren€Northern.luc.Con.dl,/ng :Jlglar... crd S.rot rt
REPORT OF CONSTRUCTION ACTIVITIES
a3 A |rmrt FiottET tD drXTS' nr FUnE rr.n dftrfwf!' AL ifFttlflS ,Ff lurrtTtrD as nf cDr.frrxq!, P|rnrtt c (rt ctrl{nl t|o ^undiufrr mi FJ! s-
i(r. g. srrrra'.rs c(r€r@€ .rr [rtrucnl rporl rn Ftru^(r€ or crorn-r -rtiliil -rttttirri ix.R rgror iprilvr- sattrt fiu lf 1,6trD d rnti tEllll) 6
c!.|'trnt uust onlt ran^}lJ.rfllS |,lc ,F-Ll, lo ltl wElxc.
^ "..n- 'r ".[Tiiii-l* .. ...nr..i-
l6in ni clal€a 4/to
To:
To1ryN oF yAIL JoB No. 4 ise s0 DATE 7/LB/9O
Attn: Mr. Stan Derryman OALy REpORT NO. A8 SHEE1 1 OF 6P.0. Box 100Vail CO 81658-0.100. tWOtCE NO.
PRo.rECf Addition to Vail Transportation Ccnter, Vail, Colorado
WEAIHER CONOffiONS AltD'IEMPERAruRE clearr 8Oo, p.rn. ralnl
CONIRACTORS CONSTRUCNON ACIMNES
PERSOi{Nfu
}TA'OR EqUPMENTI
ACIMTIES:
cHst-NoRIHERN,s srrE AcTrvmES F\.rlI time obaervation and testing concrete being
placed for new parking ranp waII west of existin6 structure vrallr Grid I
and footing east of exlsting structure, Line A1 r Grld 3O-3L.9.
Conpaction testing of structural fi.ll being placed for footings Level
One, Stair #1,L, inspectlon of rebar placed for footings Line Alt
Grid ]0-31.9. B&B Excavatlng continues to excavate for footing eastof exlsting structure.
\ERML COMMUNICATION WTH CONIRACTOR, ENGINEER, ARCHIECT, OV'NER
It'li chae 1 Barber Architecture,uerlE5 Attn; Mr. Scott Ward;6;r1y Murrain
PCL Construction Sewices, Attn: Mr. Denny
Armour; Anderson € lla-s.tings; ..
URS Consttltants, Attn: Mr" l,es y|ooo;
BiIl Carr Steven L. Pawlak
NEI.D OBSERIER APPROVED BT
Chen€Nofthern.lnc.Ccrrnfrt &{5.r. .i ttrl
REPORT OF FIELD NUCLEAR DENSITY TESTING
,s
^
q, |t ?iottE'D| E cl|ixTt I|E |tiE l}o o(,irttrd. Al af'G't ,|tf srF.rr?D
^s
Tr c[''Doftut Fior.rnTY o. qn ct|(J{t3. l}o A,llInz^II'. 7tl 'r|t rl.
rsl F nlrtrr?xrr' .!t€l[d t q mp'crt mrp ff iEo Rnrr' cr nrofi'rs-iii:ttiio'ft;i*t -cf -ntnot
'Pmo'a' s^FLel Ytt. E D'ttoltD f tflrl rE rr.c 6
oolrlrltD tra.Er orllr lrircrar,tl l|t rd'lD lo fi f,illtlc,
^ u-irr d r'.[HfFls* ., -rrF-
F- t5 GrIlanA a^O
To: TowN oF vArL JoB No. 4 598 90 DATE 7/LB/9O
AttN: MT. StAN BCTTYMAN OALY REPORT NO. ZB SHEEr zOF 6P.O. Box 100
Vail Co 81658-0100 ;NVO1CE No.
PR(IJEGT Addition to Vail Transportation Center, Vail, Colorado
SPECIRCAnOH COypACTtox & yATERt L
MINIMUM REQUIRED IN_PI.,,ACE DENSITT 98 tr A5
CONSfRUSnON CONIMCIOR:B&B Excavating TESr
DEIERMINED BY:ASTIri DI5r7(under footlnge
LOCATIONS WERE SEI€CIED BY: Chen I'lorthern
I front ]oaderTYPE AI.IO NUMBER
TYPE ANO NUMBER
METHOD OF ADDING
OF EARTH MOVING UNTTS
OF COMPACNON UNTTS I
MOISTURE natural
THICKNESS
sheepsfoot vj.b.ro11. NUMBER oF
I iunn iack
OF UFT
PASSES
req
req,
as
AS
LOCAT]ON
DEFTH OR
ELEVATION
(FEEr)
LADOR^TOFT RELD
PERCE}{I Of
(REfirv€./
lAxu|(n)
OUTAIE)
SOIL T]?E
It)l
NO,IIN(MUM
DRf
DENSTTT(ecf)
OPT]MUM
MOISTURE
CONTENT(x)
DRY
DENSTTY
(Pcr)
MOISTURE
CONIENI(r)
LO€
to?
r08
rog
24' S. of A Line5t E. of 0rl.d 11
l0r S. of A Linel0r W. of Grid Il
40r S. of A Li.ne12f E. of Grid 1:
5r S. of A Llnecrld 14
f2I AEF
7 | AEI.
B IAEF
9IAEF
t]6.0
l-36.O
136.o
l-36,.O
5.9
5.9
5.9
5.9
!34.1
L31.9
L33.4
L33.6
7.9
7.5
7.O
7.?
oo
98
98
9B
sI. sj.lty
sandygravel
tt l?
ET FU|I TIME O&SERVATION tr PN(T TIME OBSEM/ATION
nnt lf,Fflf PiErxr! e o|! twrtD a! A lf,.qrLT tr qf (Fttr,ArnE (r mt Prrctl.rExl' tt lt vE !q!F-D..-Or!-nlr cttfi rnn m @fil|rr pPt\l1}€ rrf
FtE61;r;g5 cp1rpfcrp trrufi ;1ts rrEn;1f m rt1 omrn nt rrrs rrix'if.' iniiiiif c-vn (Eanar€-(FrenG6 lF5as /\n€ rr E or nf n[ o'ar
.l.s rlnrD Hrcrss ir ro cA n rf, qr o6rrvrr! Julpri.r.xr. rtsl urre r&i&'ii'idii Lir'niri-mxtcr <r{ w}lErlf,.R lxt ntl utlnt $'EcrE lto&
THE NITCIIAR Dq|Is{)|IEIEt Ufnm OF rEs'nt|o w s usg) rN su8sr^}{Iu|.
^CCORO
I{CE WITH ASIU 029e2 Al|0 DJo17
PRzuMlMrr OBSERyATTONS Al|DlOR TESr RESULTS VERBAIIY REPOFTED TO: 1s5 ltfee6
onPROGRESS REPORT The above tests)eing placed for footing8 Level
the structural fj-llwere perforned
One, Stair #IL.
coprEs titl?" t"?i'3:i.t"ft1',h; cture?
Anderson Q Hastings; Mr'.' Gary Mtlrrran;
PCL Construction,-Attnr --Mr'- Denly {rmour;,
llRS Consrrt tants, Attn: [lr. Les wooo;
BiIl Carr Steven L. Pawlak
RELD OSERI/ER APPRC'VED FT
ChEn€Nortlrcrn,lnc Lrnhl b*r-r rta 5d..rt9,
REPORT OF REINFORCING STEEL OBSERVATION
ft A |lml|t tioTfcmr ro cuttct, Df tt||t x(, olftItw!, Al rF(rlt ,|G frtfittD At 'lf (Dallxrga. -PlttrTt f dt clD{Il. T'o AJnIxl rbl totl PURr -
rxfl o. $Artr rL curaur{r! c'r rxnucir rriflr or ifo rr! ol arcri'l'iGnio ltiiiin-crrr nrrrx ,lltixrr. l^l?txt rrt { 0(tqr! or ,'tr'l Turr€ 5
cD.'tfnD t al.l! stlu lftrlcJl,.lt lfi ,arul lo l{ l[rfo'
^
,rr.r't- ., r.lTiJn-]:* ., ..nrtr-
fr.' f.'. C14 l a,/rO
TO:
TOlllN
Attn:
P.0.
Vai 1
PROJECT
OF VAIL
Mr. Stan Berryman
Ilox 100
JOB NO. 4 39-8 9.0"
DAILY REPOT{T NO.
[.{voEE No.
Vai1, Colorado
DATE: 7/LB/9O
28 SHEETJ oF
co 81658-0100
Addition to Vail Transportation Center,
STRUCTURE Footing
ulc^lxt{ELA/AnOfi
BED|rORCS{O
corrtDfrs
VEFNC^L tr(lfuzOilTA
Llne AI
Grid f0-31.9
6r.20
60.42
B#r@4L (AtTv lr,
1lrtoc
11 oc
cont
bottorn nat
sP€Curc^Il$as! SrU- cnrx, 60
REDfmqNo crr^lto{€sr: 6ome nud
ctE R tcE AND CgvEt aa req
SPiJclllor sPECI'lCAIXil$ aS feq
BAR 5IJPPTOfiIS: TI?€ brj-ck
FII{EH
on bars
El nus uso
f| soe outlt{cs u$ru
E corrnrcmn prseo
b rur.l-nug oosEnv noN
D prrr-lue ossEnvlnon
lr{Pt CE @utP$NCE ye$
UET PROfiCT lrET PRq'ECI
Rgf,rtRsrE.ns 8EQ{JlRgle{IErr€l NlTl t.LY $atlolE(AI/H@ RE-EUr[[g)
3tl OAIE
RE-E(^INNED
pROSRESS REPORT The reinforcing steel appears to be placod in general
confornance with plans and specif:,Lcations.
Michac1 Barber Architecture,
COPIES Attn: Mr, Scott Ward; Gary Murr:ain
PCL Construction Services, Attn; Mr. Denny
Armour; Anderson & ttastings;
URS Consultants. Attn: Mr,
Steven L. Pawlak
TO: lgyp OF VAIL
Attn: Mr. Stan Bcrryman
P.O. Box 100
Vail CO 81658-0100
PROTECT Arltli ti.on to Vai 1 'l'ran suortati.on
--
SPEtrEAIrcOT! !!!IIP 3-5
srrPPun !'il.l4obl1euu t.o. A 3O0O
.JOB NO. 4 398 90.
DAILY REPORT NO.
Itt\olcE No.
Ccntcr. Vai1, Color:arlo.
/\|f, cor{rE{r 4-B
AAEXI TEIPER^IURE M'IG€
oA'rE 7/tB/gO
28 5HsgT 4 or
60-80
IET
tP.Truq(l{I IrcXET
t{o.
rlr€aflclE)nuE
lnnilEn
IIM€.s uPuD
RElOu'fxN
@UIIIEREOfi
RE\o(lfiror.l
@t,XIER
@uPt Eltot{
;IJHC YArct-oro/
CUMU[.AIN/E
ll rB
^Dog)oru-olls
I
2
3
4
,
7
54
IO0
ro6
114
48
54
119
011024
011025
0IIO25
or10a7
or102B
01103r
or1034
5236
6:o7
6:18
7:08
7:3o
'/ 255
B:24
9t57
6z2B
6245
'/:25
7 z4B
8 :05
Sz jB
7 zI9
aa req
ae req
as req
as req
as req
as reg
aE req
as req
a6 req
aa req
aa req
as req
as reg
as rsg
B
Ib
24
3Z
40
4B
56
5
IO
'lz
L5
TESTIn.silJrf(rfr)
rn
O${IExr(9
UET UMTwsHr
(Pcr)
ra!oolrcRErE]E'PE-
MIUnI
cr)
ffUAroS
5
,
4.0
4.5
6.6
5.0
I42.1
I4e.0
6Bo
6Bo
water added after test (11 cyls.
cast)client request
PROGRESS REPOff Sanples taken from truckr '
MichacI llarber Architccturc l--"]- furrlerson € llastings; Gary Murrain
PCL Construction Scrvices;
URS Consultatrts;
8111 Carr Steven L. Pawlak
RE.D OBSEM/ER APPRO/ED Bt'
ChenONorthern.lnc Clrdthf [r{h...r ti 3drl'|.a.
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
ffi rinE rr., q.tavDi
^.,' ^l"9q!g.otgpoSr5;5q;;1grnT"li6gl f;;g1t""l1'#tffiihi'a-- jiei'iorrr coaJ,rr.r qt mDcxs rf,(ta flt if.{rr[ ol.f atm
ooaarnD ulcl snat ,rir-[xrr F. rfito l0 ra rrrl|l
^
rr-rlr- d r'.[iliil-lrr r.q-b
t nr f.. C!Ill,|. ./i
ChendNorthern.lnc C-rrlht Eretxt ti sd..llL
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
To: 19ryp or: vnrlAttn: Mr, Stan Berryman
P.O. Box 100Vail CO 81658-0100
PRorECf Ad(lition to Vail 'fran Ccntcr'. Vail. Colorado.
SPECrnAlnilS ![t uP An co{rEilr 4-B
aEE}fi TETPER TURE RAllcE 50-80EJP?|J8 iT.i.lobi1d.u 1.o. A
A, A r!n... tiolctu ro .,r'l "a "-" "., -tL ar irglr! rrtr rF.r''D a! rr @!!q!!l rF(trrrY c. ottr dtrrl'| rrr' a'nntoalu'f ^r tr-rrtr'-
Do. q. tr^rr"Itct oor€.rrrrr qr rrrrrcrs rrrrr al f,o ^,rra u.r mroffo-idirib'-ltiiiri-an -rrrrrx rrir<*l- 3 rrut tu 9E rFGtD d'|rltl lE lt€ tr
coaunD u3!tr o|ll,l rFarnrxll R- ,g[tg m fi t'| .o
^
,L.t . r- (fltll-lr.t .. ...tr-r.
r.r h Crllt,|. a/ao
JOB NO. 4 g9B 90,
DAILY REPORT NO.
|}S/OICE NO.
D^\t T/tB/gO
aB sHEEr 5 oF 5
U
L2
l-U
10
as re
as Te
asr
as re
as re
a5 re
a6 re
64
72
80
8B
95
104
lI2
B
a
10
11
LZ
L1
14
a6 re
a6 re
as tre
as re
r14
4B
46
114
,4.
106
44
01r056
0110j8
011041
011044
o1ro47
0rr04B
0110
1O:06
B:46
9zLJ
9 245
I0 :17
1O:44
LOt59
1I: t7
B:58
9t37
9:53
10: J0
10:55
11:12
11':J0
6.0'L42.2
Bill Cam Steven L. Pawlak
FEID OBSEM/ER APFRO/ED BT
r..rDrFe Michael llarber Architecturc I
Andcrson g Itastings; Gary Murrain
PCL Construction Servlces;
URS Consultants;
ChcneNorthern.lnc.
TOI 195111 Ot: Vn I L
Attn : Mr. Stan llerrylnan
P.O. Box 100
Vail CO 81658-0100
PR(IjECI Adrlit i on to Vai 1 Trans
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
.JoB NO. 4 398 90.
DA.ILY REPORT NO.
INVOICE NO.
:tti. orr Ccntcr', V:ri1, Coloratlo.
Cmir|l ttth-t di S.rdl|'
DArE 7/LB/9A
aB sHEEr6 oF 6
sftDrE^Ipi6r glrruP 3-5 A|r coilrl}{r 4_g
ATAE}IT TEIIPfR^IURE RANCESJPPIJa tll.lutobileuu m. A JOoO
trArfR ADO@
o LlJ$ls
o
0
PROGRESS REPOTT Tota1 pour 128 cubic yards
rt A [|tu.( lFngfDl E 'tt:xfl r|f ttff rt" llll]rl T f illolrt! ^'i' :F Ttm A! nf, co'fDtrlrAt -r.i'r.tilt f dri o l"ta xO A'nuqlt Fn nf,IA-
nd. 6' !r trrr)nr orclr;;rr G rr11rc6 rrrx fi ;1a a.i6 61r cnifiid'idivio'-ltiicrd-cr,n nrnx rriio'a- s rlt[r rrl E ErdD f lnrl rE rrE E
@rttfrrD url!| ql|., Flartlxta ,lf tatD m n twllll
A ''rr'r- , rrGiii-lr.r or eralrrb
irrr h .ral l.. a./lo
ag req
as req
a5 req
a6 req
011053
011058
1I:47
12:44
12 :10
I :00
L2:.25
11 cylinders cast4.O b.)r42.
Bill Carr Steven L. Pawlak
FIE".D O6ER1/ER APPRSVED BT
nnptF\ Michacl llarber Architecture;
furderson 6 llastings; Gary Murrain
PCL Construction Scrvlccs;
URS Consultants;
Tfrten*Northern.lnc.
REPORT OF CONSTRUCTION ACTIVITIES
AS A |^rn,|L Fi(mGrI r r! qrxnt nf rt,itr r.r (xrlFlwt al irtfini rnG g,rrgfrrD A9 n|? @l'rtxrul- PrFntrY G Cri ct flrt po a'ntlnz\rDl trttl ll,ll u-
rr (r sr rnorrs. o.rq.ued dr rxrrarr! rF r oR ffn^mr€ on rcroii-r-irfr:ri.o' nitin6-ixn -nuliur 'edlovn- s't'tx u lf OrsFdttD
co.fr.rru rr{I.sg grrlt /\li rarxrs NE ,grtt lo |rl llllrl|
^
rrr-,.r ., r'.fi flsp .. oomrr-.
rdi N.| CgalOA a./ao
Cd|.dlrno t,|olt -. otld 5.k .b
To: TowN or VArL Jos No. 4 39s sq DATE: 7/26/90
Attn: Mr. Stan Berrynan DALY REPORT NO. J5 SHEEI f OF 4P.O. Box 100Vail CO 81658-0.100 ltWOlCE NO.
pRo,EcT Additiorr to Vail Transportation Ccnter, Vail, Colorado
yEATHER coNgmoNs AND TEMpERATURE clearl BOo
coNlRActoR's coNSrRUcnoN AcrMnEs
PERSONNfu
MA'OR EQUIPMENT:
ACIMIIES:
CHEII-N0RTHERI{'S sm AcTn4TlEs Full time obEervation and testing of claymaterial being subexcavated from footing Level one, B Line and testingof the structural fill belng placed ln conpacted lifts to footing8rade. Corupactlon testing of structural fill being excavated an<i placedLevel Two, stair #LL and Level One, Stair /ILO, south and west of A Line.
VERBAL COMMUNICATION WTM CONTRACTOR, ENGINEER. ARCHNECT, OWNER
cop,Es Xi ill?"
"|i'B$'t"ftli.::
[l]i" i,",,","
PCL Construction Services' Attn: Mr" Denny
lVoodArmour: Anderson {i I las tings;
URS Consrrltants, Attlr: Mr. l,cs
' Chen€Nonhern.lnc
REPORT OF FIELD NUCLEAR DEN5ITY TESTING
ffi FFtr r,., crr<,.rlrr - t!rr!n-#ogr^15ffp;;1g.f$18 frfrffit55f;
rrcr c_ ttrtruni go€ltlor!! qr rrrtrcTt rrrP oN rfqranr.c ot iltctl
cqitr,IftD t'rfi qI}Il ,Flqrl).rl ,{ l.,lllD lo x rrEor'o.
a .cr- .. -(Ti-n-ln ., -'r't-
ari ||. cralgT^ a/lo
CarrlLa l,'d-r rra t*tr*
To: TohrN oF vArL
Attnr Mr. Stan Berryman
P.0. Box 100
Vail C0 81658-0100
ition to Vail Transportation Center
SPECffiCATtOt{ COUPACTTON & UATERTAL
MTNTMUM REQUIRED tN-pLqCE DENsnr gB r AS
CONSIRUC'IION CONTMCTOR: B&B Excavatine TEST
JoB No. 4 3e8 e0 DArE ?/26/90
0ALY REPOFr NO. J5 SHEEr 2 OF 4
hrvorcE No.
Vai I . CoLorado
DETERMINED By: ASTM DI55f under footin
TOCAI]oNS WERE SELECTED FY,Chen Northern
TY?E AAID NUMEER OF EARTH MOMNG UNIIS
T\?E AI.IO NUMBER OF COMPACTION UNTTS 2
METHOD OF ADOTNG MOTSTURE natural
I hoe
jump jacks
T}IICKNEss OF UFT
NUMBER OF PASSES
4D
as
req
req
LOCAT]ON
DEPTH OR
EI5/ATION
(FEEr)
I-ABORATOmT NELD
PTRCE}IT OF
(RE ^rtrlu xlr{|j)o{r lg)
SOIL T'/PE
ItJl
NO,IIAXIMUM
DRf
DEI{SnY
(Pcf)
OPT|MUM
MOISTURE
CONTENT(u)
Dff
DENSITT
@r)
MOISTURE
CONTENT(x)
14t
L4i
14i
r45
r5(
26. S. of A Line
5 | V'r. of 12
l6t S. of A Line
15 | I|/. of 12
Let 6n s. of ALine, Br E. of
Gri_d I
l8r S. of A Lj.ne6r E. of Grid 1
4t S. of A Llne
@ Grid I
72.5
72.5
62.L6
6r.L6
bC.r V
L16.o
rJ6.o
140.0
14O.0
140.0
5.9
5.9
5.1
boL
6.1
L34.o
L34.L
737.t
L37.4
L37.9
6.4
OoC
6.9
6.8
Oo1
9B
OA
o,q
9B
9B
sl. silty
sandygravel
ll ll
r ll
ll ll
E ruLL TIME oBsEF/AnoN E PN{T rlMl
lrl3 lfFqr Fitr,at: mrp6 tqirD a! I iEsu,T 6 orr B;rrlt(rrl (r nlr I
Fftqa8ro cctfrcT'\,t Drlr' 4,ro scnfi to nu (r.rRlrro Di{ nstt -ll'tll q'R
rs-rirro xd:asra Io crt.n^lt q.n odrrvrrr J\npulrl. ll.sl txll lft lrtl
lHE NUC|.IAR oe$OvEIIn UEnm of TEs'nl€ trAs US@ lN sutr
PREIJMIMRf OBSFff/A'nONS
^}{D/OR
TESr RESULTS VE
pRocREss REPoKT The above test // 146for footing tevel Two, Stairs /111. Texcavation for step footlnn. T,evel on
: OBSEF/ATION
nfcl]rFxl. lf, rlAW Fn lrl) (
(+i{F1?t 6 fr(,l (f15. ilt}€
ltf tstI B^:tA rrn ql t\
;IANTUL '|CCOatD
ltcE '
RBALLY REPORED
and 147 wereests #148' Il
e Stair /110.
ff oaffituc?fi 10 CdlTrlt.F |Il.tlrl(l l}f
rtfMrxt6 tEfi ,at rrlDt tr ll_f rnl c'|.Y
s cn rrrflrr-a ll|t tal. vEI:l lftcltx rD6.
IYIIH ASIII D2902 All0 OJO17
TO:
performed on excavation
+9r 150 were perforned on
Elevation fron existins
Steven L. Pawlak
APPftCIVED BT
coP,Es titl?"'"?i'B:1.t";,:*:l'"'u,.
Anderson 6 Hastings; Mr. Gary murrran;
pCt donstnrcti on'-Attn: .-Mr.. Denny-ArmourI
Lns coiiiuttants ,
-Attn: Mr. Les ltiood;
footingr
BiIl Carr
NE"D OBSS/ER
Clrcn€Nonlrcrn.lnc.Codrtlif E tlt-| -a t Lnlr-
REPORT OF FIELD NUCLEAR DENSIfi TESTING
a3 A qrnlr{
".olffEru.
!! crrxnr nf FtttE llo cJftrttw!. Al irtr('tls trlt llF.rrrtr A! Tf cotDllflut-filafrw r gl crrxr:r' ^lo amffi TD' 7Tl fi't E -
rrc,r or sr^rurnt oo€r lrnr.r <rr rflFrcn rr r (n mq &rro cn mrqiiif,inii#.u niiri€-cti innu rrmollt- s||rtr:t rtl Bt o'9r, f rfTrr tEnD(' |'
€otul@ tlu! glttt ,Dn{rlxtl llt ,t[!, to N rBn*c
a h-rr- .r t lTillls..r .r ..n!-r.
rrrrir f|.' C|E|OTA r,/6
To: TohrN 0F vArL JoB No. 4 3sB 90 DATE 7/26/90
Attn: Mr. Stan Berrymanp.o. Box 100 DAtLy REPORT No. 3' SHEEIJ 0F 4
Vail CO 81658-0100 tlryotcE No.
PRqrEcr Ad<lition to Vail Transportati.on ccntcn. vai1. colorado
SPECIRCATIO}I COUPACTION & MATERIAL
MINIMUM REQUIRED IN-PLACE DENSTTY 98 T AS
CoNsIRUcnoN CoNTMcIoR: R8<B Excavating 691
OETERMINED RY:
LOCANONS WERE
ASTI{ Df55f-under footing
SELECTED Bf: Chen ]'trorthern
TYPE A}.ID NUMBER
TYPE A}IO NUMBER
METHOD OF ADDING
OF EARIH MOVING UNTN
OF COMPACNON UN]TS }
MoISTURE natural
I hoe, 1 DJ
wheel roller,
THICKNESS
1 NUMBER oFfront loader
OF UFT
PA'SES
req
req
a6
as
LOCATION
DEPTH OR
EI.F/ATION
(FEEr)
LABORATOTY RELD
PF-FCEXT 6
(ROjT$€./lr,uu{n)
otrr lE)
sorL IiPE
rL)l
NO.}IAXIMUM
DRT
DENSTTT
(Pcf)
OPT|MUM
MOISTURE
CONTENT(7)
DFTT
OENSTTY
(pcr)
MOISTURE
CONTENT(t)
L12
r5:
L5L
L5i
Llt
L5 at 13 Line,Grid ]5
4t S. of Il Lj-neGrid J6.5
4r li. of B LineGrid 56
at B Line,
GrLd 37
4r I'1. of B Line
GrLd Jl
4r S. of Il LineGrid 55.5
2 | itBF
2t BRF
].I EBF
] ' PRI'
footi-ng
grade
footi-ng
grade
716.O
1J6.0
r]6. o
L35.o
L36.O
135.0
).9
7.9
5.9
5,9
).9
5.9
L33.2
r33.4
L33.9
134.0
L34.L
L34,-3
6.4
5.8
brU
5.L
6.2
6.6
97
97
95
97
97
97
sl. silty
sandygravel
tt It
rt ?l
EI RJLL nME OBSEF/AION n PAf{T TIME OBSEm/ATION
ntl ttF6T PRfjrt{It (Pltr'It trraD a! l Rtt t or q|t aFtf.fit/ trrlr (F nr A a:f.),f}at. rE l|^\tr nfl|lD oN Ixr mtfil cmf, Io oot|l|\nr: ,P"lnxo ]lf
FEDora{xDrt oqr,.tcT|w unxt Alto v(Eirro 1u. qrnMt rrg tuu rrr.l iih iroci6,rr's-ler f!tfivlt{l -F i rrt6. lFsts Arlf lr roE r nF rll I ot{Y
rs rf,uvtb trirssrrr l() rx-[R^fi qt o6tl|\ t1t .luuq.l4.xt. ttsl oele ri. -rrn rtr-:rr.r nrso rm oarHl(tat fi mlElltr ]llf Rtl rtalg SPtofE^llc6'
IHE Hrc|I R D€l.60sErER Mfllm Of TESnl$ WAS t sED lH SUrlS',t l{Tlr|- ACCOfiD$CE WIIH AslU D2Se2
^lIO
DJO17
PRzuMtMftY OBSEF/A'nONS Ar.tD/OR TESr RESULTS VERBAILY REPORTED TO: Les Uiood
pRocREss REPORT Theplaced for footing
bottom of footing.
above tests were performed on the structural fill being
R Line, Grid 3?.5 - 34.5. Elevation taken fron
Excavated to natural so
coprEs xitl?"'"P'3:3.t'ftlll:"'"'"'
Anderson 6 tlastings; l'lr. Gary' Murrian;
PCL Construction,- Attn: -lt'lr. - Denny Arnourl
llRS Consrrltilnts, Attll: Mr. Lcs llood;
n111 Carr Steven L. Pawlak
REI-I) OBSERI/ER APPRCIVED SY
i Chen€Northern.lnc CdtdUDe &re|llrr gtd &lrihr
REPORT OF EXCAVATION OBSERVATION
To: JoB No. 4 3es 9_0 DATE 7/26/90TOI1IN OF VAILAttn: Mr. Stan Berryman DALY REPOF|T NO. j5 SHEEr 4 OF 4P.0. Box 100vair co 81658-0.100 ll"lvolcE No.
PROJECf Addition to Vail Transportation Center, Vail, Colorado
E(CAVATION FOR: 12t x ltl1'r footing
LOCATION:B Line, Grid 38.? - 34.5
D(CAVAIION BASE ELEVATIONS:
r50.6
Iens
clay
?C.
IIATERIALS E(POSED lN BASE(S) OF EKCAVAIoN(S): tindisturbed natural soils wereobaerved at the base of bhe footing from B Liner Grid tB.A - j?.j.of cray wag observed fron centerline of the rooting to- 6t soulhr- thelens extends to a depth of l-r to 2.6r'below footin[ base, CrLd j?.5
REIiARKS: BS.B Excavatin8 tobring structural fill back
subexcavate footing toto desi-6n footing grade
remove clay lens andin conpacted Lifts.
\EtsBAL COMMUNICATTON WIH COI{TRACTOR, ENG|NEER, ARCHmCT. OWNER: Les Wood advisedof the clay lens location at footin! excavation. r,Vater seepageencountered at base of excavation at Jt below footing base. [{aterialsgxposed after removal of clay lens were srightly silty sandy 6ravels,2rr-3 crushed graver praced in water area and tiack packedr- sfructurilfill then placed j.n coropacted lifts to base of footing gride.
PROCRESS REPORT:
Michael Barlrer Architecture,
COPIES g11n; Mr. Scott Ward;q;a1y Murrain
Anderson € Hastings; PCL Constiuction
Services, Attn: Mr. DennY Armourl
URS Consrrltants, Attn: Mr. l,es ltlood;
Bill Carr Steven L. Pawlak
RELD OBSM/ER APPROVED Ff
^s A rrlrlurt PiqtTETxr{ to ctrrrl n|( purt A]., driralw\ aj. RfFoint reE Srro.Trrlt As t€ fDfrrxn^f Fno?fnTY of oul o r].xl, A3 Arrrfill^mf foi tta-E^-|x'.(t.'|^ltlfx|s'c{r€lnEoiutnrc|s'|i(|.(|R,.tor,u'0(l,ll'|lt-'\x|3s8trUn,urP€Iu'$qfirnr[x^fl1lo,A.5Jl|iI5ruE:Dt'ql,6lFlt.|l6|r{|qrAr|fD urlst onri xri r|rlxn! fra ,oitltr to Dr t|lnHo
^ ni-r-.a *(@r.t .t -.,rra.l-
Frrrr Xo, c|alolA l./t(t
Chen€Northern.Inc.Co,|.d!m Englrr... !'|d sd-tLH,
REPORT OF CONSTRUCTION ACTIVITIES
rs a rlml.l lnrnrtEr to flr ni rf, wn-c x|' o(|traq r{r- |fr.g!]!
^N€
3urrrrtyn as trf cdrl|rtrrlt-trrtrrtt or Gt! orrrt ^'ro
a'Trquatr'| Flt Tttl u-
rrr{ d. sr^rr.rrs cquqr.r .n tfr!!!r! l!!! -g! -!tFlII! ar auqiri-d-m:tnil'tddtto-irn rwrU iprfrre- srfLE tt lf o6t'qID or mr [ttG E
crrrirrul uuss ottrr rra^,€rtrxts lll{ lpth lo fi wnrr€'
^ i'nr- .t -[Xiii-]l.r 6. ooarr-
rdri
'|o'
cLl@ 4./tO
To: TOWN OF VArL Jou No. 4 398 go DAre ?/27/90
Attn: Irlr. Stan Berrynan DAILy REpORf NO. 35 SXEEf I Of 7
P.O. Box 100
Vail CO 81658-0100 llWOlCE NO.
pRO,,ECf Addition to Vail Transportation Cettter, Vai1, Colorado
WEATHER cONDmONs AND TEMpEp;qTRE clear, BOo
CoNIRACIOR'S CONSTRUCflON ACrIVnES
PBSO}TNfu
[A'OR EQUIPMENT!
ICIMTIES:
CHO.I-NORTHERN'|S SITE ACIMflES FuIl time observation, testing and inspectionof rebar being placed for footj-ng and pad R Line, l,B.Z :34.5, concretebeing placed aane area at BO cur $dr and concrete being placed for slaband curb west end parking ranp at f,I1 cu. yd. Compaction testingnaterlals belng placed for subgrade for paving curb and gutter north sidefrontage xoa.do llxcavation observation for footing and pad Level oneneu structure, Line B7 - A0 Grid JB.5 - 39.
VERBAL COMMUNICATION WTTH CONTRACTOR, ENGINEER. ARCHffECT, OY'}IER
Michael Barber Architecture 'COPIES Attn: lulr. Scott ltlard;Gary Murrain
PCL Construction Services, Attn: Flr. Denny
Wootl
1]i11 Carr Steven L. Pavrlak
FIEIJ OBSCM/ER APPROVED FT
. Clien€Norrhern.lnc C-d:/thc trdF-r -a tffi
REPORT OF FIELD NUCLEAR DENSITY TESTING
a3 l w'rJ ( tio!?crua E cltxnt nf, FnE
^)o
(t.ftn!t!. al, ftF rr Mf IF.'I.trD N tr': cE'|.I{)trur Pti(rlfrtY 0lr o(t crfx|:t rr{ |rtl!E|lc/']D{ mi i'tl t,r-
rDr G JraFurxTr. (,Dqirlxr.E (F rfirrcir rFx 0n irq^rr.€ or nnofr'g-iG.iiir'-niliio-cn nnor i+;ova- srrt1"6 Yrr E D(For.D f rfil ritD'o 6
coarnD tx-cl (mtt l.F.|tt|,|I| rI lltllJt lo fi rEtlr{\
^ .a.- t -@* ,.-rr'-
tnrr r\ c{lE7 a/E
To: Tolrrrv oF vAI LAttn: Mr. Stan Berryrnan
P.0. Box 100Vail C0 81658-0100
PROJECT Addition to Vail Transportation Center,
JOB NO. 4 .398 90
OA,ILY REPORT NO.
TNVOICE NO.
Vai1, Cglgrado
o^Te ?/27/90
36 sHEEr e oF
SPECINCANON COYPACNON & MATERIAL
MINIMUM REQUIRED IN-PLACE DENSTT 95 jr A5
CONSrRUCnON CONTRACIOR: Il,&ll Excavating 651
ASTI.{ D155'l under pavemen
snFcTED By: Chen liorthern
DE:IERMINED ET:
LOCATIONS WERE
THICKNESS OF UFT 8.4 r€Qo
NUMBER OF PTSSES AS rEq
TYPE AI.ID NUMBER OF FARTH MOVING UNrIS
TY?E A}.ID NUMBER OF COUPAC'IION UNTTS
MFIIJOD OF ADDtNc MOtSn RE natural
I I DB, 1 grader
wheel roller
LOCAT]ON
DEPTH OR
a-a/AnoN
(FEFr)
tAsoR ToFrr NELD
PBC€xr tr(Rrl rtt€/
u xrAr)
o{tTAlSD
SOIL T}?E
rt)l
NO.I/AJ(IMUM
Drr
DENSTTT(Dcf)
OPT|MUM
MOISTURE
CONTENT(x)
DFT
DENSTTY
h"t)
MOISTURE
CONTENT(x)
t57
L5B
L19
160
g1s. g+00
Sta. 12+00
gtrs. ][+00
Sta. 20+25
l r 6r'Bac
l r 5|'BDG
1r 6'rnRG
l tllapg
140.O
140.0
140.0
].4O.0
6.L
5,1
6.r
boI
L55.o
r15.2
L1r.'
L3'.L
6.0
6.2
6,0
6.3
yo
9?
96
sl, silty
sandygravel
ll
tl
E N,LL TIME OBSER/ATION N PAJTT TIME OBSEF/ATION
l|{r f,FOr rifr}ar! c'irq'r! TfrtED a! iEt tt tr o.t otlttry^rrtrs (r nu P1 rcf,]trf).t. *[ r6W FnrrD ol{ rHr c.tflNlcT{n TO Clt{ttll'r 'Pt'l'rtrc
tlf
ftcoat{}|t|tD G0rr61tw Efroirr ^ro uGnlf m ntl ujitf.o nt t.rt, rrrx'r.'-ff;;;-lrl_q6rfrvll€_Q,Ftr rrt6 ra5'6 a^f l'r^ot tr nrl '.'|l o'r I
AS XLEVTD t{.6:<{lT r9 rrLFATf q.t oEltyfr:t JIJDq).ofl. II5r Ir^rA f{. }rt llf gI BAgr rcn qTlxrS olt f)lrTlf,..R t}lt nu vl':E.I3 lttc''jt ID'l'
IHE ltt c{I R DE'.soAtEIfR trEl}m OF lE'nrrc W S t]S@ tN SU8SIAHTUL ICCOROAIIC€ I{IIH AsilLl 02992 ANo n]O!T
Subgrade rrpunpingrr observed at Sta. 9*Oq - 9!2O.-- Sta. L7+5O - lB+50.
PREJMIMFf OBSFJRI'/ATIONS A,ID/OR TESr RESULTS \ERB^LLY REPORTED TO: Les Wood
PROGRESS REPORT ThC AbOVE
for subbase for Pavement
were perforued
curb and gutter
naterlal belng Placednorth side of frontagetest6
and
on
at
road.Elevation from exlsting travernent.
.",orFq Michael Barber Archit_ecture,w'r rr-' Attn: Mr. Scott Ward;
Anderson G Hastings; llr. Gary Murrian;
PCL Construction,-Attn: -Mr. - Denny Armour I
URS Consul tants ,
' Attn: MT. Les wood;
Ilill Carr Steven L. Paw1ak
REI-I) OSStrIVER APPRO/ED AT
. Chen€Nortlrcrn,lnc.erdlt' [tCn-r ri Lltltldr
REPORT OF REINFORCTNG STEEL OBSERVATION
lr A qrnllt ti'ftcnoa fo atrxtl ]lf tr|t ro dttrtwl ar |l'r.lltl rrf lurrrlfD At Df oqtlqtqll--lE?r;rrY cr dti o D{rl |ro A'l}I)KurI.{ mi PtJRrcA-
no{ (t sl^tttrxtl ooxclrp! qt frlr*cllt trll! ol ifo.^o}l ql xlofr-n-minil tfiitir-qr rwllrx rr?irar- rrr?ltt ru r ltFqrl 6 rrtrr tt t€ B
o(laa-fttr u.Ir6 olltt lfr$I,rjlxll ,lf ,A/rtll, lo tl lslt€.
^ "...nt- d ,-lTii[l r.r ., E r-.r.
tdnr ,it. CLlla a/F
TO:
TOl1N
Attn:
P.O.
Vai I
PRO'EgT
OF VAIL
Mr. Stan B-errynan
Box 100
co 81658-0100
Addition to Vai.l,'l'ransportation Center ,
JoB No. 4 3e8 9o DATE: 7/27/90
OA,ILY REPORT NO. f6 SHEET 3 OF 7
r.{votcE No.
Vai 1, Colorado
srRUcruRE Pad K footing
t-oc^lroN E EVATON
RE{FORc|lE
cqa|Erfis
\fiR'nc L lroRrzo.{r L
B Line 38.2-34.,
Lrg,6-
150.6
20
L?
#B
}B
#B N-s
#B E-1|/
@ llrr oc
frJ cont,
Pad Schedule K
Eq.spaced footing
SPECUENPT.S: SIEL Gf,AOE:
R8tfmqlfil curflt0{€slr
cr,.E RAt{cE At{D COV& a8
SnrcfiC SPECSEAIP*5: as
5o
clean
req
req
F nrxs uso
Kl snoe DnAtllrcs usrD
b *.r" cron -n*& ruu-nue ossERv noN
E mrr-nue oosa\' ltoN
rlPt c€ @lllrt rlcE
U€T PR(I'ECI UEI PROJECT
R€t|tnR€nE{IS REOUn|oTo{lsh{N NrIratY w{o{
SAN g.PPORTSg TIPE
M{FH
Brlck
3'l DA]E
RE-DGT.IT€D
dalulg)
w{th project specificatj-ons and plans.
RE-O(^|IINID
be placed in conpliance
Michael Barb.er Architecture,
COPIES Attn: Mr. Scott War<l; Gary Murrain
PCL Construction Sewices, Attn; It4r. Denny
A:nnour; Anderson $ llastings I
tlRS Consultants. Attn: Mr. Les
BilI Carr Steven L. Pawlak
RET.D O8SER1/ER APPRO/ED Sf
. Clrcn€Northern.lnc Carr(l|t &{h-r -ta Sd-{l&
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
Al A lLttlrr( lEttElDx nt arxnl f|C turt ||o art;Avtl Al rlFctt! r,rf, t'itngD At nr mr"rl nlt--m('.frtY f Cr'l d fxl!' lro 'lm6lllEx lll |{R-EA-
nt or tfrltLxtt otttlr,qti G rtnrcxt Ti.rr (! ttto,rt€ cl ruwi:*o-idnfu'lriilrp cr -twtiu rrrovc 3rt,rut ir't tc orFcttD cr lrnr rtrtxt B
ooaarflrD ult tl st|Ir ||iaoaran ria r[ID ro x lrll[.
A m-nts r s.(XtX lrt d eavr.
t6 ||. Cllll,|| a/ro
To: lgNN 0t: VAIL JoB No.4 398 90. DAIE ?/z?/goAttn! Mr. Stan Bcrryrnan
r,.o. Box 100 DAILY REPORT NO. J6 SHEr 4OF ?
Vail C0 81658-0100 NVOTCE No.
PR0TECT Ad(liti on to Vail Transl)ortati. olr Cclltct'. Vai l, Colorado.
sprDrEArpils au'up 3-5 An co rE{r 4_BSUPPI,JER l|IX tD. AISE}IT IETPERA]URE R^}ICE
Irlrtt{L Tnrrc|(to.Trc|(ET
hro.
lIUE
0AICI€)
TIUE
ARnn E'rur€
sA.Pt.E,
RE\rcUNF
@UFTER
I[{TN
RElOurno0l
couFTER
@uP[-Ellorl
3rrlrc Ytftrslt o/
C{JUUIAIrvE
!l lEn Arx'@
o u.oi{$
I
I
?
4
,
5
7
8
44
54
II4
46
44
54
106
46
0112f8
ort73g
r240
124r_
L242
L243
L24'
L246
7 243
8zQ?
A.7n
6|>>
!:oB
9:22
9 t5a
l0:11
7 255
B:16
B:54
9:o5
,9224
9:32
10:O4
lO:2O
Bt32
aE reg
as req
as req
as req
as req
a6 req
as req
a8 req
as req
as req
a6 req
aa req
as req
aE req
aa req
aa req
16
24
32
40
4B
,5
64
) gal.
0
0
4
0
0
rBr
HL
su,lp
(Dr)
AIR
OI{IEII(r)
TET UMTwtrln
(Pcr)
lttlo con|caf,IE
TEIPE-
RATUNf,
co
REIIAIU€
2 4 L/2 7O ! cylinders cast
sample taken fron bruck
^.,orre
Michael llarber Arcltitecture;
Andetson & llastingsi Gary Murrain
PCL Construction Services;
URS Consultants;FIE"D OBSEflIiER APPROVED BT
, ClrcndNorthern.lnc Co.:lir||| E CIE! lta Sd-lr.a.
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
A' I qrnA ?EntDt I0 cttlfft rtf r|tf! t ar ottrrtrS ar. trrt(trt! .rr J,f,tfl''D at nr oor!)axr$r--Prd'rritY (t fi|r d rrt3. f||.' x'fiEltrltDr rm R|i'EA-
no, 6' tr1tf5r6 o1;atrrr.r oq 1a1ir6'tr t"Gt of r1q^,r6€ 61,a prorfr'o*ru--_nio"nriic-on -wrllx ,rfi'ot'a- s r'llJr nt ![ lxFcrD 0r lnrl lE tl! It
o(rtul'lD ua.&t! cfllt ,n|rorxrt |lf ,fiID lo x lrtrfl'
^ '-.- d rfEifr-lr.t .. ...rr.rb
lri || Clall.|. a,rto
To: 1g1vx ol; vlrr, Joll No. 4 398 e0 DATE 7/27/90
nttu: Mr, Stalr lJcrrylnan zA _ q __ n
t).O. Box 100 ' DALY REPORT NO. rv SHEET /OF (
Vail CO 81658-0100 US/OICE NO.
eEqlECf Addition to Vail T'rarrsl)ortati.on Ccntcr, Vail. Colotarlo.
slrpnnnli/.l{obiIe
SPE TEATFM*
lutx tJL A
1-5 An courET 4-B
ATEE}|T 'IDIPER^IUFE
slr,lP
fo00 Mr.rc€ 60o-Boo
TESTln rRUCt(MI llc|(ET
NO.
Ill|€
EAIEHE)
TIUE
AnfitrttD
TUE$rPtg)
Rf\,OUtrXH
corJr{rEn
sEosl
RE\OUfinr
@UNIEN
couPt-EIptr
;UBC YIMt9 Dl
CI.'UUIAIII.E
IYA-IER ADO€T
anlloars
I
2
3
4
,
6
7
2B
44
100
,4
105
46
r24g
t249
Lzr0
L25L
1252.
L2r3
L254
IO:59
I1:18
1I:25
LLz37
11:47
12:08
11: t7
LLt22
tI:40
11: 5l
12: OO
L2225
11:48
reg
req
req
req
re![
req
as
a6
as
atD
as
aa
as req
aa req
as req
aa req
as req
aa req
B
I6
24
32
40
4B
55
o
4
0
U
0
4
rEirtn sll,lP(ur)tnoo{rt}fi(r)
TET UNTT
wocHr
(Pcf)
Yta^o
OONCNEIE
TEIPE-
RAIUnf
cF)
RETAfd(s
?3v4 boZ 7O 11 cylinders cast(supplier aj"r test at 5.7'E)on-site Q.C. l.tike Miller
Ticket missing. f was dolng con-paction test for B&B work north of
frontage road.
PROGRESS REFORT Tine observed on al} trucks, except 5-6. A compactionteats was in progress.
..,norsr Mi clrae I llarber Architcctulcl
Andcrson fi llastings; GarY Murrain
PCL Constfuction Services;
URS Consultatrts;
8111 Carr Steven L. Paw1ak
FIED OBSERI/ER APPNOVED Bf
' ChcneNorthern.lnc C..r.,|ft &rthr| ti Sd-|t|..
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
ar A l.rnlr., trnltDl lo otrxll 1|l E ,rfr qrFfltrt a! ro|fit! ^m :nffil'D ar nr cot-oo{ll t'--tf(trrrY or c|t cr f}lt!' r'o a'nrtu trfl ^l fu('lcA-
rl.. o' srarrrrtnt cu{rrrrri (r rtrucflr if,rrr dt ifq f,pa c.l rtr#'a-Eiiiio miird-cr'-trtirx rr*wl- 3lf'u;r ru DE dfimD c/ rnn lttlt*t B
comrlD u(ttr otHl' ,;a.Daxlt tia l[r.D lo r lrfie
^
iii- 11 1.{Xii7lr.r r....rr--.
f-r h Olll,L a,/ts
To: 19g11 orr vAI LAttn: Mr. Stan llcrrynan
l).0. Box 100
Vail C0 81658-0100
PR(ITECT Atldi ti.on to Vai. l 'I'Tansl)or.tati. on Ccnt.cr',
JoB No.4 jes eo DAIE 7/2?/90
DALY REPOFT NO. J6 SHEET 6OT
lhn/OICE NO.
V;ri1. Coloratlo,
SAErpArx,tB SuruP
5uppLmrt/.lfobile su r.ol A fOOO
3-5
^n
coilrarr 4-B
laE{I rEuptnrruRE R nc€
TESTlo.lRrrct(
ML
l|cl€rlto.nrEl^rcl€r lru€
ARfiVED
Tlu€s ltPt ED
RnOufircil
@UNTER
Ep0{
REV(xl'nOal
c(xr'{IER
@uPtEnoa{
;lr&c YARqi
t-oro/
CUUUIAIIVE
w lrR AmE)
o^LlJot|s
B
I
10
44
roo
54
Lzr5
LzrA
L2>7
12:16
L2226
12:19
L2234
12;4O
L2:5L
as req
a6 req
a6 req
as req
as req
aa xeq
64
72
BO 0
TEST
HT,
sunP
(Dr)
lrR
C${IE{T(:)
}ET UNTT
ftro}'r(Pcfl
YIAD
@NCREIETfifiE-
RATURE
c4
ffv ro€
PROGRESS REFOFT
^nDtrq
Michacl llarbcr Archi tecture I
Anderson G llustings; Gary Mumain
PCL Constructiorl Scrvices;
URS Consultants;
BilI Carr Steven L. Patry]ak
REID OBSERIGR APPROI/ED BT
' Chen€Nonhern.lnc C..rrrltLE 6nf kxr .l|d Sdf,tlti
REPORT OF EXCAVATION OBSERVATION
rs A !uTu{ pi(ntcT[r to crfrE, tf pttiE Art) o(tigtl.tt:, {l RtFoitS l&6 s{it!rm ls n[ drrDalfut PFo?ftrY of oui ctf.]all, Aro arnoruAlDl tQi ?tu-EA-lr'|fs|A[Itr6'(dr€tu1'6onl.rlnAj|s|ln8.(nttu,,n|irqJ|rXrAxt361tt5|,m!Pf,t(,ttE0ulr'n|[x|f"xXA.s.t{'u5ltllL.otFcll.Jf,fIlE|6ur?u.Iu, t|tar5i onai l.iurlt{Irat! |,lt .toillD lo |la brnttil
^ 'Er.' e. *(.!Er-r ., .'roir
rrrir t5. Ctftol l/to
To: JoB No. 4 3eB e_o DNe ?/Z?/gOTOIllN OF VAIL
Attn: Ilr. Stan Berryman D lLy REpOFff NO. 36 SHEEr ?oF 7P.0. Box 100Vail co 81658-0100 llWOlCE NO.
PRG,ECT Adclition to Vail I'ransportation Ccntcr. Vail, Colorado
EXCAVATToN FoR: Footings ]t x It and Pad llr x lLr x 2l
LOCAT1ON:
Line AO-39 - P',4-39
o(cAVAlloN BASE ELEVATI'NS: 159.8 L/a - LrB.g r/z
'yIATERTAIS
EKPOSED tN BASE(S) OF EXCAVAION(S): Natural
observed in the footing area6. Ground $iaterat the base of the pad.
undisturbed soils were
and si-lty sand rvere observed
REI'IA,RKS: Pad area was2 feet below design padgravel. Crushed gravel
bearing level.
mucked out and punped drytbase. ',iaterj.al exposed was
was conpacted in lifts back
overexcavation to aboutslightly silty sandyto design footlng
VERBAL COMMUNEATION Wrn-l CoI,ITRACTOR. ENGINEER, ARCHffiCT, OWNER Les tjjood advj_sed
of the ground lrater and overexcavation.
PROGRESS REPORT:
Michael Barber Architecture.
COPIES 1111 ; Mr:. Scott lrlar<l;611y Murrain
Andcrson G llastings; PCL Con st i't.r cti orl
Services, Attn: Mr. DennY Arntour;
URS Constrltitnts, Attlr: Mr. Les tVood;
Bill Carr Steven L. Pavrlak
RN.O OBSEfII/ER APPROVED FY
OrenCNorthcnr.lnc.Con'dlrnC lrlLt s. otd Sd-db.
REPORT OF CONSTRUCTION ACTIVITIES
As
^
qrnr r nirnrrDt ,tr -qtftq qf, RnF r}I) outtftwt 4r !!t!!!! |,lf lstlirtrm As ni cofrrf,xl1.1l-tqtlll';lrJl1gtmfffi"m't$3Ftr;
io.i rr- sirbilni--crflcru:m.! on txtrr;n rP(^t ort fir.ufitro oiJi R.Foftll E RlJln/u] ft]ltfto dn rfilnx
comltD uusc gnr.t mR ra.rar{rs {tC l&tD l(.| ul w'ollls'
^ n-tt d *@* ol rorcrrr
Jdr ab, Ctaloz| a/aa
To: TowN oF VAIL JoB No. 4 398 g0 DATE: ?/ZB/9O
Attn: Mr. Stan Berrynan MtLy REPOF|T NO. f? SHEEI IOF 4P.0. Box 100
Vail CO 81658-0100 llwOlCE NO.
pRqrEcf Addition to Vail Transportation Ccntcr, Vai1, Colorado
yEATHER coNDmoNs Al.,tD TEMpERATRE clear, BOo
CONTRACTORS CONSTRUSNON ACITVMES
PERSOT.INEI.:
TAIOR EOUIPMENT:
ACTMNES:
cHEl.l-NofltHERl{'s srIE AcfvTnEs Ful] time observatlon, testingof excavation for footing, roinforcement bar inspection
being placed at Llne B.5 A0 Gride 39-36.
and l-nspectl-on
and concrete
VEREqL COMMUN1qANON WTTH CONTRi{CTOR, ENGINEER, ARCHTTECT, OWNER LCS IJ/OOd AdViSCd Of
wet irpumping'r material at base of footing A0 T,ine.
I''tichae I Batber Architccture ,COPIES Attn: Mr, Scott Ward;Gary Murrain
PCL Constructi:on Services, Attn: Mr. Denny
Arnoua: Anderson I tlastings;
URS Consrrl tants, Attn : PIr"--!,e!Wood
Bill Carr Steven L. Pawlak
RE D OBSERI/ER APPRO/ED BY
, ClrcndNorthern.lnc
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
ffir ^rE rr., o.rrr..*r. al i'dns 4,. :r.-...flrD a! rf oorrtrlrl!--Ff,(rtttY .''dt d ftrt* ro a'Dlrclm '0i '.tl'tr^-mN r- ln^rnarft ooxcrlr.'r qr frrrcii arrx or iforrpl olr nrnd'n-ffinio-lriiiiri-o.i-rmrlrx-iii*il- s ltttrt nr" E rr'[D r 'fllr IEJrD{l G
inrutt'l urr:r orr rancorn rf, E tl.D m H rrrlc'
A r,r,,- . r,. (J:ttX-lr.." d .irrr{-
7.r th cr.lt{t a./ho
Cddurt tn0ft-r tJ sd'ta...
TO: ,fOt11N Ol; VAI L
Attn: Mr. Stan Berrrnnan
P.O. Box 100
Vail CO 81658-0100
PROTECT A(l(li t i on to Vai I Trarrsuortati.on
JOB NO.4 3ss 90.
DALY REPONT NO.
IN\0lcE NO.
. Col orado.
DAIE 7/28/90
37 sHEEr e oF
Ccntcr, V;ti 1
sftErrc$nil* lu,|tP
suP?un l|l.Mobile lu LD. A fO00
1-5 ln coNr[}{r 4-B
||AE{I TETPEMTURE R^''ICE 5oo-Boo
IEI
t|(L rnt,c|(lo.IrcXET
M'.
nl|€
aAIGlt6D
nuE
ARFVS)
Tltr€
SAIPLED
RnounpNcou|fin
EO|ll
R€\OUrmil
@UNIM
COTPLEITiI
ATIC YTXIE
t-o,'D/
CUI|UI.AI E
UAIER AOO@
qA!LO$S
1
2
3
4
6
?
119
4B
46
100
44
119
46
L268
L269
L27O
L27L
L27z
12?3
t274
L2:OJ
L2:Q9
L2224
1:08
1:10
I:48
2:43
.L2:42
l,2243
1:10
I: lb
1:20
1: 58
2zL3
L2:50
as req
aa req
as req
a8 req
aa req
a6 req
a5 req
aB req
as req
aE req
as req
as req
a6 req
as req
I
15
24
32
40
48
,o,50
0
a
U
5
4
4
z,
lESrilI sutr?([t)IR
ODIIE{T(r)
TET UNIIuttoltf
(Pcr)
]IEID
co||cnElE
TE}IPE-
RATURE
co
Rfr$tu(s
?1u4 5.o ?20 { cylinders cast
PR0CRESS REPORT Sanple taken from truck. Time and viaual slump
observed on each truck.
nnptF\ Mi chae 1 llarber Archi tecturo I
fuidcrson I llastings; Gary Murrain
PCL Construction Servlces;
URS Consultants;
gill Carr Steven L. Pawlak
REID OBSERVER APPROVED FY
Chen€Nonhern.lnc Coardth trnh...! cid Sd-ih.
REPORT OF EXCAVATION OBSERVATION
A5 A ywurl FitfctDa m frxB, llt€ RJtf,{a, oui:nlvt!, Ar. itP(ft:i Itt srr rrrD at Irf ctatllxn4L PnoafiTY of orri o.fm3'.^}3 Attx!a^rDr toi tr'Er4-
|rlQJ|^n!tX|s.q|eu'I'|3oh|rIM.;|5'noudtRtoA|!'.qcrernr<rrrt:-cxrytwtDRtrqu:ou|rrnl]t'|A?f'A.s4!r,u5ruEtx'qt'(ll.,fIt'lll€6(:rft-nrl, t}rr-51 0rlrl rrirarrrl|l:r rrc tqur, Io Dl |tilw|}
^ 'i..!.- .f t-[if Uf lr-r , *rlqJ..
f.ti |.r. c{loJA a/lO
TO:
TOI{N
Attn:
P. O.
Vai I
PRO,,ECT
OF VAIL
Mr, Stan Berrynan
Box 100c0 816s8-0100
Addition to Vail Tr:ansportation
JoB NO. 4 398 9-0
DAILY REPORT NO.
lt{volcE No.
Vai1, Colorado
DATe 7/28/90
37 sHEEr J oF 4
Centc r,
E(CAVATIoN FoR: Footing 7t x Lt
LOCATION:
AO Line tB.B - 36.,
O(CAVATION BASE ELEVATIONS:
160.94
l,lATERlAtS D(POSED lN BASE(S) OF D(CAVATIoN(S): llatural undisturbed Eolls were
observed at the base of the footing. A layer ofrrdumpingrt slightly
silty clay was renoved aL 3r-9-36.2 Lo lr below design base of footing.
Ground water was engountered and was removed. A compacted layer of
crushed gravel ulas used to re-establlsh footing grade.
REIARKS: The footing bearing conditions appeared suitable for support
of the design bearing pressure.
VERBAL COMMUNICATION WTTH CONTMCTOR, ENGINEER, ANCHIrE T. OWNER:
PROGRESS REPORT:
t-li chae 1 Barber Architccture,
COPIES 1111n; Mr. Scott ltlard;5;11y Mur:rain
Antlerson & Ilastings; PCL Constirrction
Services, Attn: Mr. DcnnY Armour;
l.fRS Consrrltants. Attn: Mr. l,cs ltlood;
BilI Carr Steven L. Pawlak
RELD OBSEitl/IR APPROVED FY
' Chen*Northern,lnc O.rdht lr{3r| ri t ,tru.',
REPORT OF REINFORCING STEEL OBSERVATION
^r A run}! tf,rTcraa ro c(fxn lr( ilE Aro drtttr:t, ar !q9!!! r|f 9-t T|TD ^i nf cotllxr$t-FFftml G dt clltfil T o A,llsn(l^rDl tsi Ptfr^-
ru. o' st^rrr.Jfll oor(llm.r oi rxri.ct! rtrtrr oi iaorrr€ c.r rNin-a-ninio'-nitdp-q; rwrrol Atttst& ratrtj tu f rrcr' 0r rtr:r rtllrlo 6
ooJnrn! rr{lrt o|tat l*f€lllxll lf, ,o[t-D lo l{ t'l!lt€'
^ fi-'.- .. rr{-lttHlr-r .. -'"|'d*.
ro: JOB NO. 4 3s_8 e.0- onEz 7/29/)0TOWN OF VAILAttn: Ma. Stan Ilerryrnan oAlLy REPORT NO. 37 snfff 4 of 4P.0. Box 100Vail CO 81658-0100 lf{VOlcE NO.
PRGTECT Aclditi.on to Vail Tr.rnsportation Ccntcr, Vail, Colorado
SIRUCTIRE Footing Jr, I'ootin1 7t, Pad
LIEAITO|{aEv^rxxl
RAnFORCU{C
@rato{Ts
!6nclt'HOfUtOafiA
8.5 @ 39
AO @ .36
B-@ 39
160.94
L6O,g4
L59.gg
#4 @ LBtt oc\ fiJ cont.
@ llrt oc
/15 conl.
/,tJ cont,.
#? each
tt'6
{
t.?
L3
4#
ry
lfu @ Lztt J sldee @ off se
#4 @ l8t' oc J sides @ off
set
cont.
11 @ 5r splice topJ #4 standeesbotton nat Schedule
sPEqrEArloils! SIEL GR De 60
ffrXFmqt{c GtEAXt0€Ss: gl ean
cutn^r|cE A o ool,Eft as req
SPIJCIHC: SPECTE IPTIl aB feq
a f, slPPofiIs: TYPE brick
FHEfl
lfoct{T 3"
F n,rxs uset
El snor DflAwrlrcs usEDp corrnrcron eomeo
E ,ruu-lue oeaEfi/ATtoN
E prrr-rvs u!$rwAnon
uPrrcE co|rlPAllce yes
UET PRGECT UET PR{}JECI oalER€rru|FlIrEXEi RfQulnoroals nr-o<,nrwo|rrDt lNllutlY wrol
E(^TDT@ R[-O(^TINED
PROGRESS REPOKI Reinforcing steel was placed in general conformancewith project plans and specifications.
Michael Barber Atchitectule,
COPIES Attn: Mr. Scott Flard; Gary Mu.r:r'ain
PCL Constauction Serviccs, Attll: lt'lr. Dcnny
Arrnourg Anderson & Hastings;
tlRs Consultants - nttn: Mr. Les Woocl:
Bill Cam Steven L. Pawlak
R[lD OBSER/ER APPR0yED ry
tlfr trd. C{llr aro
Chen€Northern.lnc.Coordlft'g tnsl,!-.. ot kr.,Utl,
REPORT OF CONSTRUCT1ON ACTIVITIES
as
^
qmlrt m('rrrclE t ro -q {t{E- rlt FIEE rro (rnr'lvrt ar !I !!!. r,rrt 3lirurrrD As nr coftnrxrer- .ffirf tHtrF* f,ffiffi1r ffi.";
?iri' rr siririijirr--cnrcrtnurr ,rt t;;r;;f iirrri 6n plrr6r.o qrt ftFom:r E RIJIRYTD tflott€ oltl lllll'lljl
ctnrrur trrrss olr|lJl lliwflfxls ,Jlt r&I.D lo ltl wtltlt€'
^ 'r-rtr.a rt (XU-lr-r.. cn"ti-
rr ||o. Cr.Elql^ 4/r,
To: TOWN OF VArL JoB No. 4 398 90 IATE: 7/3O/9O
Attn: Itlr. Start Berrytnan DAILy REpORT *O. JB SHEE; 1 0F ?P.O. llox 100
Vail C0 81658-0100 ll{VOtcE NO.
PROJESr Addition to Vail Transportation Center, Vail, Colorado
WF.ATHER CONDmONS Al.rD TEMPEMTURE c1ear, 4Oo-BOo
CONIRA TOR'S CONSTRUCNON ACTMNES
PERSONNfu
TTA|OR EQUIPMENT:
AGIMIIES:
CHE}I-NORIHERN'S SIIE AGIMIIES Full tine ob6ervat|onr testi.ng and inspectlonof excavation for footing A0 Line 35-32.2 and B LLne JIa.J-]O.5 and Lines
B-B9 Grid 5I. Inspection of reinforcing steel bej-ng placed ln Footing
A0 Line. Concrete teeting of 52 cu. ydo. being placed A0 Llne.
Compaction testing north and south of B l,ine Footing 38.2-35.
Obseevati-on of excavation for Stair ]tlo. 10 footine and slab Level No. 2.
VERBAL COMMUNICA;NON WTTH CONTRACTOR. ENGINEER, ARCHTTECT' OWNER SCOtt GTCEN Of
B&B Excavation with regard to grade for footing Stair No. lor Level Two.
Also Les lt/ood, o\'rner representative, Denny Armour, contractor superinten-
dentr and Scott Wardr Architect representative.
Ir'li chac 1 llarber Architecture,COPIES Attn: lrlr. Scott lrlar'<l;Sa1y lvlurrain
PCL Construction Services, Attn: Mr'. Dctrny
Arrnour: Anrlersorr fi llastings; -.
LIRS Consrrl tants, A!!llj l\4lr--!.:S: gll
BiIl Carr Steven L, Pawlak
REID OBSERVER APPRWED BT
Chen€Northern.lnc Coirrt|.re &'f lrEt .nd S<rtiH.
REPORT OF EXCAVATION OBSERVATION
as A raunl^t PiortE.lDr nt cuxTs, n|f puu-E
^|r,
(x.rE rtw!, at N{I|c|rnl !r€ Sur.lrD A9 nE co.rrttTA Pfcfift of o(Jn cfxl\ &! AmsIlamH toi lua.cr-lt'.|0srlI'|fx6'q'€t.Er'.](ntrlR|(1s't(r.{n'itqr,{trou,|||{t}'0{lf6[lf.xt1Dt{,|u|tEtI,lmrrtn,.^f?t('^|.9r.t[5ruEo.r'o*.Do..u!B|6(:r?tlltl, tll|l5l onll rJl|lrarnaxE rrt( r,|lIrD l(, D,t tr{Iul(L
A "'r.r d r..[fffft--lc.r J oorrecrro
rrnr rb, CUttOJ a./t(t
To: JoB No. 4 3es e,s DATE 7/30/90TOIllN OF VAILAttn: Mr, Stan Berryrnan DALy REpORf NO. 38 SHEEf2 OF 7
P.O. Box 100vaiL co 81658*0100 ll"{volcE No'
PRq,ECT Addition to Vatl Transportation Ccntcr, Vail, Colorado
EKCAVATION FoR: Step footin8 and level footing
LOCATION:
Leve1 One to Level Tvro
EKCAVATION BASE ELF/AIIONS:
65.L6 - 7r.66
},{ATERIAI,S D€OSED
at the bases
rN BASE(S) OF trKCAVAION(S):
of the excavatlon, with
Exiati-ng nanold rebart
nade fill was obaerved
concrete and asphalt.
REI'|ARKS: Contractor,Reg. Section 3'7-rL2.
B&B Excavatingl
0verexcavation
advised of
3t deep and
speci.ficatj.on6.9, wj-de.
VERBAL COMMUNICATION WTr}IScott Green of B&BS-Ia, Section 39.
CoNTRACfOR, ENCINEER. ARCHTECr. OWNER: Contractor forenan,
Excavating advised of specifications - O2200-S and
Les lVood advised of the communicatlon.
PROGRESS REPORT:
Michael Barher Architecture,
COPIES 411n; Mr, Scott hlard;6a1y Murrain
Anderson 6 llastings; PCL Constiuction
Sewices, Attn; Mr. DennY Armour;
tlRS Consrrltants, Attn I Mr. l,es Wood;
Bill Cam Steven L. Pawlak
REII) OBSEfiN/ER APPROYED B/
Chen€Northern.lnc,Co.t /fho Er9kxr cri Sd.in
REPORT OF EXCAVATION OBSERVATION
To: JoB No. 4 se8 eo DAIE T/3O/9OTOIIN OF VAILAttn: Mr. Stan Bcrrynan D ILy REpORT NO. 38 SHEE1 5Of 7P.0. Box 100vail co 81658-0100 lhlvolcE No.
PRq,Egf Addition to Vail Transpor:tation Ccnter, yail , Colorado
D(CAVATION FOR: Footing
LocATfoN: B Line 3e.:>-34.i and B Line 89 at 3L
D(CAVAIION BASE ET"F/ATIONS:
MATERI I.S E(POSED lN BASE(S) OF EKCAVAION(S): l.latural undisturbed soils were
obsexved at the bases of the footi-ng and appears suitable for supportof the design bearing pre66ure.
RE}''IARKS: The footing area is sultable for forning and rebar placenent.
VERBAL COMMUNICAIION W[}I CONTMCTOR. ENGINEER. ARCHrIECT, OWNER:
PROCRESS REPORI:
MichaeI Barber Architecture,
COPIES 4g1n; Mr. Scott l{ard;5a1y Murrain
Anderson I tlastings; PCL Constiuction
Services, Attn: Mr. DentrY Arnourl
tlRS Consultants, Attn: Mt' l,cs llrood;
Bill Carr Steven ,L. Pawlak
RELD OBSERIVER APPRO/ED Bf
,\3 ||Ulllrt Prorcrni 10 cttxE n|( PU E rrfr (rrisflvtl al Rtpoinl lJrf srnartm As ntt rsarrxrut FnGrnw f o(Jn (rr:M3. lr3 ajllslulafx'| t(||l ?tilr^-lf'|0l's|Alfn'(|lqr€|Lgt6olt'l|RAl;|sfl(!(,l&'ru,n|0qfktf,l|36|lt!trwo"txuru,lrnn|n*aro\,rLSrr.ttt5'uHD(r(xlttrrr!fltt uat5t oott ,attrrrltaxxt dlf reu) lo |rt tl!t|lx!
| 'rri- c r'.[tttttlr-r .t c..r?'r-
rrrrr r,b. ClttOJA a/to
Chen€Nonlrcrn.lnc.Co||.Jljt|' &rfh.d t{ s.Llr.lt
REPORT OF FIELD NUCLEAR DENS]TY TESTING
as A rlrttlrt Prgr'GrDl D cttxrl' ]}f, Plit llo o.;:Flw]r- A! Rtt{'trr I,|if ri, 'Tl?o a't nf oOtlf}ttl{- ftd{irr f q|! orxnl |lo am![IltDl mi F-rnfa-
rxr (F sfln:vrt rr. c(r€1r!rl!i on rnrrcr iF oR pao^^rr.ro c.n nrro6'd-iii:tliri-o -n-laiip u.n wtnun rrinonq- s lfua rr'r. lE ocFoltD
coaurrD lrlll:l o$lt rDrr€t {xll flr ,olllo lo u llflllrxr
^ 'rrr.- ., ".[ff ffl I r... .. -rrdir
Irir tao, CEIOTA 4,/F
ro: TohrN oF vArL JoB No. 4 398 90 DATE T/3o/9o
flSltu"l"lostan
Berrvnan DALv REpoRr No. 38 sHEEr 4 oF 7
Vail C0 81658-0100 IWO1CE NO.
l!9VECf Addition to Vajl 'fTansportation Ccnter, Vail, Coloraclo
SPEC|nC nOX COUPAcTtox & yATER|AL fj-lt agains
MINIMUM REQUIRED IN_PI-ACE DENSTT 95 ,r AS DETERMINED I'f: ASTI.{ D155l fOOtiNg
CoNSIRUC'IION CONTMCTOR:R&B Excavating 151 LOCATTONS WERE SELECTED Br: chen I'trorthern
+
TYPE A}ID NUMBER
T\?E A'.'ID NUMBER
METHOD OF ADDINC
OF FNRTH MOVING UNMS
oF CoMPACTTON UNns I
MOSTURE natural
1 front loader
dual wheel roller1 junp jack
THICKNESS OF UFT
NUMBER OF P,TSSES
aa
a6
req
req
BTI'=Below Top of
LOCATION
'ootinq
DEPTH OR
ELF/ANON
(rEEr)
l loRAToFlr FIELD
PERCENT OF(Rtl IIvt/
lAxu4Ju)ottlllo
SOIL TYPE
rt)l
NO.},AXIMUM
Dft/
DENSTTY(ocf)
OPTlMUM
MOISTUIIE
CONIENT(7j
DRT
DENSTTY
(Pcr)
MOISTURE
CONTENT
(z)
r6l
L62
L6a
L6L
L6:
9r I{. of B Line
@18
l0 I S. of B Line
@38
Br N. of R Line
@ 35.'
9t S. of B Line
@ 36.5
9t N. of B Llne
@37
2 | BTI'
2I BTF
I I BTI.'
I' BTF
Subgrade.
t36.O
1J6.0
u5.o
L36.o
L36.O
5.9
5.9
5.9
2.9
5.9
L32.5
L52.2
1]1. B
131.0
r32.L
7 .O-
6.9
7.L
6.8
?.2
97
97
95
97
sI. silty
sandy
gravel
lltlIt
El R lt 'nME OBSEF/AIION O PA'{T TIME OBSER/ATION
rui rP(Irt Pitrrr|:r (P ultt 'In|{D ^3
A iEgJ(r of (t,l oFirlxr! or ntl Fir"vfrr' tt tt !tr RflJrD ot{,rxF cltoR^fl(x m cl|mM',c 'fftn|q nf
FfEoa1,rmu c1;r'rctwf ufrrFr 1,,ro y1Enr11 m 1u- urnpo nu nws nnn',rh'ixr*rnii ,s-t.n orrmaro gnernrl rEsrs lF€ ru't (F l.' nt orY
as Er-fvur xrg.sfrl rr, g{rnllE q;n otruwti.n Junrrrrr. rtsr utr,G;; lre;x; nss fG ofirnJS (,{ mlf llfta llrE nll. utEB srtqrE^ro(
ntE Nt ctr R Dg..soraEIER yEftrco or TEsnNc s s us€D tN sutrsT NIUL lccollo^NcE wnH AsI D2992 AllD DJO17
PRBJMIMT' OBSEFVAIIONS AilD,/OR TESr RESULTS \ERIIALLY REPORTED TO: Les Vlood
PROGRESS REPORf The above tests were performed on the structural fill
being placed at Footlng ts Liner Level One.
coprEs xiilii"t*li'B:5.t'ft']i5:cture'
Anderson & Ilastings; l'lr. Gary lolurrianl
PCL Construction,-Attn: --lt1r.- Dcntty Arrnour;
tllls Consrrl tants. Attn: t\lT. Lcs l1looo"
Bill Carr Steven L. Pawlak
RELD OBSETUER APPIICIVED FY
TO: TOWN OF VAIL
Attn: llr. Stan Beryman
P.O. Box 100
VaiL C0 81658-0100
JOB NO. 4 39.8 90
DAILY REPORT NO.
twotcE No.
Vai'l, Colorado _'
DATE 7/3O/9O
3B sHEEr 5 oF
PROTECT Additlon to Vail Transportatlon Center,
TEST
NO.LOCATION
DEPIH OR
ELEVATION
(FEET)
IAAORATOTT FIEU)
PBCO{T Of(Fs^wE/
uNorw)
OOTAIE}
SOIL TI?EITN(IMUM
DFT
oENStfi
(pcf)
OP'NMUM
MOISIURE
CONTENT(x)
DT{Y
DENSfi
(pcr)
MO! TURE
CONTENT(x)
L 65 Br s. of B Line
@38 Subgrade 136.O 5.9 L32.4 7.I 97 sI. silty
6andYgravel
Mlchael Barber Architecture.
COPIES Attn: Mr. Scott Ward; -
Anderson G Hastings; llr. Gary llurrian;
PCL Construction, Attn: Mr. Denny Arrnour;
URS Consultants, Attnl Mr. Les Wood;
Bill Carr Steven L. Paw1ak
RELD OBSENNER APPROVED Ff
Clren€Nonhern.lnc C.t- ha Ir{.Er -a ldra.a.
REPORT OF FIELD NUCLEAR DENSIfi TESTING
rr i |lml.t ?Fmcrrr tD qtrrl nr t{n! |,o oJirlwl At |'titltt lfi $r'mr At x( co!'I,r}{ [-tn].rt?rt G (tji dlma |'o ruDqE|In rfi F'lrF
rrr{ q rr^nlrrnr .'na.r!c. oi rrn c1,r fl;1"1 11r ",o,.f,..1
gt.n rrxriii o*riinio"fubii-trrl -rnrrrx -iho*e- trln!:' ru r ut\llo (t
'fnr lfnla 6
qrrtrnD u{lrt d|lat ,it4rt{J{rlll rrl &|nllr lu L }filtlir'
^ ,n -.- J r.(Tlfl-lr.r .a -r.*..
- ., .|..a. .,6
Chen€Northern,lnc Crlilta t t.lnt -'i l&rlL.
REPORT OF REINFORCING STEEL OBSERVATION
rr A rrrntt ?ionctot ro a(rxq I|I 'rt.E ar! (lr:llttl 4r qtg!!.,,tt itr|ftfD lt II' o(ttlxtr.t fr'r-rrt l'. crt d ft(l!' l'l' A'I]$EZ^ lCi Ptn r -
n.,n '" i^nrrfit o.rrllrfarr! (n rnr cir rrfla or rfo r'o trlt rxiri*c-iiiinio'-rriiiin-clr lsntrl rr+mnr- slrtE rrt * r@! or l'Ttl lE'll€ 6
otrt1firD irarrt olltt $l,[rrmt d ,|.ilr! lo ll ltll€'
^ F .- .t -liiiiil t-t '. .."tdr-
rrri L'|. Cr.fl lt a/D
TO:
TOWN
Attn:
P.0.
Vai I
PR(IlECT Centcr,
OF VAIL
Nlr. Stan Berrynran
Box 100co 816s8-0100
Addition to Vail Transportati on
JoD No. 4 3e8 eo DATE: 7/3O/9O
DA]LY REPORT NO. ,B SHEET 6 OF 7
ll.fVOlCE NO.
Vai1, Colorado
SIRUCTURE Foottnq
LOCAIn|B.Eir^noft
REilFORCIIIC
@|ArEllrs
wxncl|.IIOFZONITL
A0 Llne
12,2 - 36.'
L6L.34 B #5 Eq.
#6 nq.
ed cont.
ed cont'
spEcurcAnoil* srEE- GnAD€: 60 6 nets ,seo
REpGDRctlo cu;ltt-E{Es! clean tr snoe omr$rcs usED
cu R rrcE
^}|o
CSVER as req 6 corrnrron acnnseo
sPtrcfic sPEcFn IP$s: aS xeq 6 ;*t.L-uut oGERv TloN
EAn sJPpoRxr: TrPE Brick El prxr-lne oBstwAnoN
FTNFH tlPlrCE OOlllttAllCE Y eS
Hoc'r j Hrffi ffi,'Effi *.-#'..-fr€ll lMtultY mEDClru{o t€-o(^rfitD
pROCRESS REPORT Reinforcing steel appears to be ?laced in coropliance
with project plans and Epeclf,ications.
Michael Barber Atchitecture,
COPIES Attn: Irlr. Scott Ward; Gary Murrain
PCL Construction Sewices' Attni Mr. Dcnny
Ar:lnouq Anderson S tlastings I
llRS Consultants . Attn: Mr. l,es iq()dj--
Bill Carr Steven L. Pawlak
RELD OBSERI/ER APPRCA/ED FY
' Chen0Northern.lnc.
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
At A llrllll( aFtfiErta lro artl|rt ll( |rfE lra (tfrl'\t-t AI lrrtr']r! 't trtfIt' At Itf OOn"ll!!-irirttitY (t Ot d fi'tl' "O
A'IrDUllDl /(I An'E -
rE r -. in'rxrl qre.r-'.r o' fiDrcrr r'rrr trr rto^ro.e q,r nnin*d^ar'rrio'lrjcir -<l,a -wtlrx ff?nar,{- sllf.lt:t f,rl E l|ltGD (r rrtr :tJn€ 6
coaaurrD uall qtt|lf ,lirrrrxrt l|f, ,4llt l0 t{ tf,llx.
^
i:r.' , r-[ l]ltii-lr.. el r"-t
trr ra. .Ill.. a/aa
Cdrru|r| E |9li.| ai s.rtaH.
TOr 1gy1'1 Orr VnrL JoB NO.4 39s e0 D IE ?/3O/gOAttn: lulr. Stan tlc rryrnan
r,.o. Box 100 oALY REPORT NO. JB SHEEr ?OF 7
Vail CO 81658-0100 6WOICE No.
PR(UECf Arltliti on to Vai 1 'l'ransrrottlti.on Ccntcr', Va.i1. Colotatlo.
smErE^Ipral st_lrup
llot r.o. A J000
3-5 ^N
CoNIENT 4-B
ATACr{T TB|PERATURE fu''IOE 600 -BOOsumJEdl.l"iobil
lElir
hn Inrcfi
ML
IP(ET
NO.
nl€
SATClED
r€lnilg)nu€
surPttD
RE\.Ol-lJIPI{
@UNTER
EON
RFJJoIJ'Ilot.I
@U}{TER
couPr,.EIloN
erBc YAffi
t_oro/
CUUUT]\IIYE
li rB ADoo
e u-otas
I
2
3
4
5
6
7
,4
114
106
LL?
114
107
11?
r27'
r276
L?77
L27g
128I.
L283
LzB4
Lz39
2:O6
2:34
?t54
3|28
5:4B
4:111
2:Q2
2zZl+
2:45
3:LJ
3245
3:58
4:38
as req
as req
as reg
aF req
as req
as req
a6 req
as req
as req
aa req
a5 req
aa req
a6 req
ae req
B
1A
?4
7)
40
4B
52
0
0
0
1n
o
0
rr
lEr
}TT
s,rrF(rL)AtR
o(}{rBn(r)
TET UNT
wmHt(pcf)Yra.o
coNonErE
]EIPE-
R^TWE
co
rlETAru$
2 3 L/t ,.5 Llg,t 72 4 cyllnders cast
pRO6RESS REpORf Tine observed on all trucks,
r'.tpt'! Mi chac 1 lla rbcr Archi tccture ;
furdcrson I llastings; Gary Murrain
PCL Constructiotr Servlces;
URS Consultarlts;
IlBill Carr Steven L. Pawlak
I
I
I ngl oBsEm/ER iAPPRo!/ED Br
Clrcn€Northern.lnc'.Con.rrudg tngLr..r qn t<r.rt rt
REPORT OF CONSTRUCTION ACTIVITIES
AS
^
r^mtr( FltfErrx ro cl nTs. nf Pt|t E rt{t ct.finlirt, aI |trtanm fFf Itrtmt as nr @rtrt!Tl'{ -Ptt.rli'lnr It ol't olxT:tr ^'{)
rl}|odiL^rDl rr|t nrt s-
r"* .' ntrrlrr,ts 06{r.rrg5 11r trrl11;n3 rno{ m mnrrttxl an *troiri's ininnlr rlxuito'un rmru ii#rtt- s|rtil:t uu tf olsPcltD f lntt no E
c{rat[ftt u1!5! ollrt rfi r(tLrlTlS |,rt rdtlt lo l]l vElt€.
^ rrrn r .a '!.l lllll lF.t .a .'t'*.
r-i r|., Crtlol 4/tO
To: TowN oF VArL JoB No. 4 3e8 e0 oATE 7/3I/9O
Attn: Itlr. Stan Berryman DAtLy REpORT NO. 39 SHEEI1 OF 4P,O, Box 100Vail CO 8165B-0L00. llwolCE NO.
pROrEcT Addition to Vail Transportation Center, Vail, Coloraclo
WEATHER CONDffiONS AND TEMPERAruRE Partly cloudy at SOor Dotrr Bhovlers
CONIRA TOffS CONSTRUSNON ACIMTIES
PERSOI{Nfu
MA'OR EOUIPMENr:
ICIMNES:
CHEI.I-NORIHERN'S STTE ACIMNES FUIlfill being placed at footJ-ngstructural fitl being placed
tunnel at A Line 13-14"
time observation and testlng of structural
Level Oner new structure, east side. AIsofor footingr existing structurer Level One
VERAAL COMMUNICATION WTFI
B8tB B<cavating that
optimum.
CONTR^CTOR, ENGINEER, ARCHNEfi,naterial bing placed for o!YNER scott Greenfootlng at 89 vras
of
over
coprEs XiilT'rf*:;.t"fili:;;l?i",1,u",oi,,
PCL Constructi'on Services, Attn: Mr. Denny
Ar:nour: Anderson fr llastings ;tlllS Constrl tants, At tn : iVr" Lcs lVood
BilI Cam Steven L. Pawlak
nEtD oBsd/ER APPRoVED Br
Chcn€Nor{rcrn.lnc.C..-rtltl{ ltgLxt -i S.l-ar.a.
REPORT OF FIELD NUCLEAR DENSIfi TESTING
a3 A rl,nrt PitrtEIDa ro cltrol nf Fttrt t ,lo .lmavtl' |rl RtFrtrE l f lFr.rrrD
^5
T[ C0"Utr|nrt-frf{rrY (t (It cl icxnl ll{l rl,|}[rulrnx fll rr-
fix 11. t^rr$xnr. o.rq uro11; ur 1-np;crr r".x (n Rrorr(rrq orr m.1n#'d-iiiiir*-o rt.x*ri-q,n -mrnu lFPRwa- s'urt.El rl'r DE Efin-D 6 rftr l6n€ o
o(|tt.ftlD rrr.ul colt lFrq||rxl| l[ ,4[lt m u{ tElr(r
. 'ri-nrr .| *.[Tt-Fl "-. ., .-te.ir.
t6 tr Caflgt^ a,/F
TO: TOhtN 0F VArL JoB No. 4 398 90 DATE: ?/jL/gOAttn: Mr. Stan Bcrrynanp.o. Box 100 oAtLy REpoRT NO. J9 SHrEr 20F 4
Vail C0 81658-0100 t|.I\/OtcE NO.
PROJECT Adcli ti on to Vail Transpor-tllt j.on Centet , Vai l , Colorado
SPEC|nCATION COUP CnoN &
MINIMUM REQUIRED IN_PI.ACE
CONSIRUCNON CONTMCTOR:
MATERIAL
DENSTTY
l-\,,!
9B r AS DETERMINED I}/:
TES'T LOCATIONS WERE
AST}1 D1557
SELECTED FY:
under footin6
Chen Northern
TY?E A}ID NUMBER OF EARIH MOVING UNTTS
TYPE AIID NUMBER OF COMPACTION UNITS
METHoD oF ADDING MotsTURE natural
I bob cat
junp jacks
THICKNESS OF UFT a6 req
NUMBER OF PASSES as reoI
LOCATION
DEPTH OR
ELEVANON
(FEEr)
LABORATORf HN.D
PfJICENT OF
(REiATD€/
M^)ol{t|l
osrArcD
SOIL T'TPE
It)l
NO.IIN(IMUM
DT{/
DENSITY(pc{)
OPTIMUM
MOISTURE
CONTENT(u)
DITf
DENSTTY
{p"f)
MOISTURE
CONTENT(x)
L6"
16t
I5t
at A Liner 4t X.ofu
lZf S, of A LineaL 11
]O' S. of A Llneat 12.5
BF
Btr
BF
fl
It
It
14O.0
140.O
14O.O
6.L
6.L
6.1
136.8
L36.9
137.o
6.6
6.7
5.5
9B
9B
9B
silty
sandygravel
B ruu- TIME oBsERvATloN D pru{r rME otJsEfivATloN
Tltl f:Fofl F[t]tij||]:t o' Dttr fItUD |! ,| nf:lt T dr oll oFrfi^tr||6 (r rll. Fi rcf ytm. tt rr \6 Ftt llD ofi-nlt c.tllnAfoR IO Cdol{t'c 'iPtar' € ne
Frlrr.rll||tr! cpfcrwf !rrrrr oro e(Eirurt m rtL ura[€ ttrt rurs rrrr'drh ilr*itwn a-vn ors.i\,^rp ernarult rF-sts lF€ !ro(,t-n!r aL 6tY
^s
xlEvED arr.cr:is ri n qt.nnlrr q.n oaEt rvtt':r JurJqtrolt. nsr urr,r ari iiii l;; itod itss rui orntons f wlll-l,lul lllE ntr fEnt sPtoFrAfr6'
lHE Hlrclf R Dets()sEEn UEnm Or TEnNC ft\S USED tN SUBST^,{|uL
^ccoRD
}lct vvllH AsIx D2992 A}'lO &]Ol7
PRzuMlMf(Y OBSEfVATIONS Al'lD/OR TESI RESULTS VERBALLY REPORTED TO: Les lyood
PROGRESS REPORT ThE AbOVE tCStSbeing placed for footi.ng leve1existing tunnel foundation.
were perforned on
A Line at L2-L3.
the structural fj-ll
Elevation from top of
coPrEs Ti;ll?"'rf'B:i.t"fili::cturc,
Anderson 6 Hastings; It'lr. Gary Murrian;
PCl, ConstTuction, - Attn: --Mr. - Dcnny Aflflour;
IIRS Consrrl tants, Attn: MT. Les wood;
Bill Carr Steven L. Pawlak
RE.o OBSERI/ER APPRWED FT
Chen€Nonhern.lnc.Co.rrUrE E th.-t -i S.l-.1,
REPORT OF FIELD NUCLEAR DENSITY TESTING
as a tlrnJr( FoltcrDl rr .'',o,'
',f
n;1E 1,.o Gtt1.LwJ' lrl F rr1p;E
'Jna
St"'..mo ls ]lr corrfxrq'-frflrrY r q'l cllfxE aa'nGlllDl tll n'lta-
x (,. sl^rxrxt!. c.'.ql,,(r6 r,n rnprcrr rlrrr (n mo^rr.€ arr nrxr.Jf,iii:€nri.o'-nxjio -trn -*nnur rtmcvn- slru: wu lf DBt\n' f rml lf,|lrle rt
cosrrflD urr.r onrt lD.rfl.Lxrr |,l ,![II) lo [l liErlxq
^ 't- r- .. -fFillg..r d .-'!a'r-
fr'r tlo. Clflot r/lO
To: ToltN oF vArL JoB No. 4 398 90 oxe. 7/3L/9O
Attn: Mr. stan Bcrryman DALY REpoRT No. 39 SHEETJ oF 4P.O. Box 100Vail C0 81658-0100 tr,{vOtCE NO.
llqrEcf Addi t i on to Vai 1 Tralrsnortzrt i. on Ccnter, V:ri I , Coloraclo
SPECmCAnoH couPACTtoN t
MINIMUM REQUIRED IN-PI,ACE
CONSIRUCNON CONTRAGTOR:
MATERIAL
oENSrr 9'
i3&ts Excavati-nE TEST
backfilL
ASTI'i D155l against foot.
sFltrCTED BY: chen Northern
ASx DETERMINED IIf:
LOCAT]ONS WERE
TYPE AT'ID NUMBEfI OF EMTH MOVING UNMS
TYPE AI'ID NUMBER OF COMPAgNON UNT|5
MEIHoo oF ADOtNc MotsruRE natural
l hoe, 1 front loaderrntcKNess oF UFT a6 req
dual wheel roller NUMBER oF pAssEs as reo2 jump jacks1
BTF=BeIou, Top of
LOCANON
Footing
DEPTH OR
ELEVANON
(FEET)
LAAORATOF'NELD
P€RCfNT OF(ffurntr1
ll^xturr/)ooritld
SOIL TYPE
rc>l
NO.IIAXIMUM
DRY
DTNSTTY
(Pc()
OPTIMUM
MOISTURE
CONTENT(t)
DKT
o€NSrr
(pc't)
MOISTURE
CONTENT(x)
t?c
L7C
r71
L77
L72
9t S' of AO Llneat 37.3
A 9r S. of AO Linrat 37.3
Br j'I, of AO Llneat 58
ABt }tr. Of A0 Lineat 58
9r N. of A0 Lineat 37
1I BTF
1' BTF
1I RTF
II BTF
6''BTF
156.0
L36.O
L36.o
L36.a
L36.O
5.9
5.9
5.9
5.9
5.9
128.O
L3A.5
128.1
ul,0
L3L.g
5.0
6.4
6.2
6.6
6od
94
a6,
94
96
97
sl. silty
eandygravel
b rt LL TIME oBsER/ATtoN n Po'{T TIME oBsEm/ATloN
nG ;.tq1J pif-;,1p q11il|r IUiT.tD A! A R€tt tl OF o|,|t Ol'grfv^rrrt{t (F nll t tacavf,{I. nt lr \,f mllm ttl rlr C(tItR;nOi m OGflltf ItTL}lfP If
Pr-o6/t{r.rt grprcrwr ttttrT rrtD uEnnl to tlLl. Drttttlg lr nt rt *rfir'<ith'iriitiritn w-rrr rrrsr rvrro.tr+ nernn lrsts la€ lr{x tr nrr nl qrY
ls rtrF/Mrtc(ssrJl/ ro c/{.trult o.n ocrlv{;:r JurJ*!r}lr. tsr u re iri 'iiiii 'ii-f-iti iirrs lm 0fTlxlts oN Y{llfllM ltlr fltl utrlr s'ECltlcllp6'
rHE NlrctE fl Ds'asc EIER uEnpo oF TEsnt$ w^s us[D tN SUI}sIA}aluL ,c@Ro tlcE wItH ASIU 02992 AllD 0JO17
PREUMIMfTY OBSEJTyAIIONS AllD/OR TEST RESUL15 \ERI}AIIY REPORTED TO: Les Wood
pRocREss REpoRr The above tests were performed on the structural fill beingplaced at footing A0 Line at 37-39 and AO Llne - 89 Line at 19-39.llevations from below top of footinq (BTF).
F.rorrc Itli chae I ll.arhcr Architccturc,\'\" rr"' Attn: Ith', Scott $lard;
Anderson & ltastings ; l{r- Cary l\lulrran;
PCL Construction, - Attn : --ltlr.- Denl.y Annoua;
llRS Consrrltants, Attlr: [lr. Lcs l1/ooo;
BiIl Carr Steven L, Pawlak
RELD O8SE}WER APPR€ryED FT
TOWN OF VAIL
Attn: Mr. 'Stan Berrynan
P.O. Box 100
Vail C0 81658-0100
PR0JECT Addition to Vail Transportati'on Center,
JOB No. 4 39.8 90
DAILY REPOFTT NO.
]NVOICE NO.
Vail, Colo!?_da_
0ATE ?/TL/gO
39 sHEEr 4oF
LOCATION
DEPIH OR
ELEVANON
(FEED
LAAORATORT RELD
PERCOIT OF(RO [vE/
u^)olru{)otrratg)
SOIL TY?ETIAJ(MUM
DRY
DENSTIY(p"f)
OPT|MUM
MOISTURE
CONIENT(x)
oFr
DENSTTT
(pct)
MOISTURE
CONTENT(r)
IEST
NO.
L7t
174
L7'
176
L??
L7B
L79
LBO
rB1
9r N. ofAO LineaL 38.5
Br S. of A Lineat 38.9
3' W. of 39 al
.40,4
Br E. of 39 at
B Line
5t V,l' of J9 at
lf.O
6r E. of ]9 at
B9
lor S. of 89 at
37
lBr S' of B9 at
36.'
1Or N. of 89 At
38.2
SG
SG
1I BTF
II RTF
6''BTF
SG
II BTF
SG
1I BTF
L36.Q
L35.O
L36.o
L36.O
Lr5.O
1]6.0
L36;a
135.0
L36.O
5.9
5.9
5,9
5.9
5.9
5,9
5.9
5.9
9
rj?.4
tJ1.r
L12.2
L1L.9
L3Q.2
t3r.3
L24.3
124.0
B1.tI
Ootr
bol
5,2
6.0
6.6
6.t
19.4
L2.5
.O5 97
9?
96
97
97
96
95
9L
o'l
el. silty
sandygravel
|l tl
|]ll
It tf
ll
flll
n
Mlchael Barber Architecturc,
COPIES Attn: Mr. Scott Ward;
Anderson I Hastings ; l'tr. Gary Murrian ;
PCL Construction, Attn: Mr. Denny Amtour;
URS Consultants, Attn: Mr. Les Wood;
B1II Carr Steven L. Pawlak
REI-D OBSETWER APPROVED Ef
Chcn0Nortlrcrn.lnc.C..EfUtl &llr..t na td-{...
REPORT OF FIELD NUCLEAR DENSITY TESTING
f,t A rlnlt titttErDl tE qtxtt rr ttfD ro qlllwl ,rl ifldllt 'fi !{tfnrlr A! nf oottnmr|. 7r,firfl ol qt qr?fil lro lLt||olu ttrl{ F0t tui"Elp
lri '' r?rnrrrnr qr{ur. .,n ?rrR^cn ri.',r o,r rio ",.{r al r,u-?r''o*lii.rtiri'rtiirir-urr-rlrnr'-ri'rior'i4!rt ru' { trcirD (t tlrr n:nt{ !
qrt!fnD ttal'rt olrat ,!'w{oar{ll r f &dll, 'lo tl ltlrxL
^ ''i.6.-., r.lTii-rr*ln r, r-'rrrr
- ., -,-.-. , rrr
Chen€Northern.lnc.cor.dt D{ tngltF. ond 5cL'dru
REPORT OF CONSTRUCTION ACTIVITIES
ffir.grL ttt F'rt,ro dm{rwr. ar tqr'!!11 ^a€
e^m''D ^" ns 6prrrryq. ffif .XAStilE ;-tffi-i5tytgtr;il'i A;ft;;{ts-'cnairsn .n f-ir1r1l.r11lTry -qr S:gt-11c oun ntncrtrs 6 m sr-RYrD Fft'ur€ u'n rrltlrrx
diinr.rur urrsr snr.l ,f,nArglxl3 ,rf, r*rtr lo ltl wnltrl'
^ ,i-nH t r.[i,.tlTls* .. 6.d"di..
rdn Ir. CLlOaA a/lo
To: TowN or: VArL JoB No. 4 398 90 DATE: B/l/9O
Attn: N{r. Stan l}errynan DALY REpORf NO. 40 SHEEr I 0F 9P.O. Box 100
Vail C0 81658-0100 l|.WolCE NO.
PROJECT Addition to Vail Transportation Ccntcr, VaiI, Colorado
WEAII{ER CONDffiONS A}lD TEMPEMruRE clear. a
CHE\|-NoRIHERII'S sm AcIMnEs FulI time obBervationt te6ting and inspection:
Reinforcing steel being placed in Footing 12r x 1110rrr B Line 3L-35tpad ZZt x 22. x 3t at B-89/3lr Jr x Ir footinge n/r add, //31'7.
Excavation and conpactlon Level 21 Stairs No. 1Or also backfill area
frontage road and bedding being placed for sewer line frontage road.
16O cu. yd. concrete being placed at 1:00 - 5:3Ot footings and pad Level
One, B Line J1-51, new structurer €aat sid€. VisuaL bolt and Srout and
weld inspection of 16rt x 26tt coluan base ood Rl't8e B9-L9-29.
VER&CL COMMUNICAT1ON WTTH CONTRACTOR, ENGTNEER' AIICHIIEST, OWNER
W111 Dayr P.C.L., RE:16rr x 26tt column base uod. Col.only one pasa weld on east side of plates Reg.5/L6tnot inplace sane Lr€a'r Comected by contractor.
Greg Shulitz and
89 21, 22, 24nuts and washer
Bill Carr Steven 1,. PawLak
NELD OBSERVER APPRO''IED gY
Ir'li chae L llarbcr Archi tecture,
COPIES Attn: Mr. Scott lrlard;511y Murrail
PCL Construction Scrvices, Attn: Ivlr. Dentty
Arrnour: Anderson & tlastings; ..tlllS Consrrltants, Attll: rylr" l,es t,\|oo(l;
Chen€Norllrcrn.lrrc.Cdn tL{ [rr3frr -i S.i.,ir*
REPORT OF FIELD NUCLEAR DENSITY TESTING
at A |rr |t PdrtcrDl lv ctfttrr' nf t,rit |rI, qj|tlfl !f1 Ar !!rrlq! flr( srttt'lD AS ltE O0fl'r-xn'r frflrY (F Oln d'fxrt' l'o amur'^1El t!tt F lr -
rpt (r srawltxt! ct'.cl u!(r.! qr mPfcr! rrrll o{ Fro tntro un "rxrr['idGiiio'-ltxiiri-cx
rtnu lulnwn' gurtr3 rtl lf Dit{E' cl'lrrrr Iull}€ 6
oofrunD urat:t '|lrt lfslr{.lr{rfil ,'a. ,oRtto lo u{ lYlsnRl
^
.nrrtr d t-[UtXl* .. ...vn'rr
f-r6 r.d. C||tlqt a/to
To: TohrN oF vAr L
Attn: Mr. Stan Berrynran
P.O. Box 100
Vail C0 81658-0100
PR0JECI Addit:ion to Vail TransTrortation Center,
JOB NO. 4 398 90
DAILY REPORT NO.
INVOICE NO.
Va i 1, 1lq1!'r!,!lA
DATE: B/L/9O
40 sHEEr 2 oF
SPECInCATION COHPACNON & MATERIAL
MINIMUM REQUTRED tN-ptAcE DENsny gB r As
CoN51RUc'TloN CqNIMCI9R: B8xB Excavating p51
AS'-III D155l under footin
srltrcTED gy: Chen Northern
DETERMINED tr/:
LOCATIONS WERE
t hoe
dual wheel rolIer2 jump jacks
TYPE AI.ID NUMBER OF EAITTH MOVING UNITS
TYPE AI.IO NUMBER OF COMPACTION UNTTS I
METH9D oF ADDING MotsTURE natural
as
aa
THICKNESS OF UFT
NUMBER OF PASsEs
req
req
LOCATION
DEPTH OR
ELEVATION
(rEEr)
TABORATOFnT FIELD
PERCENT ff
(Rg-i\TIvt/
lA){r{r|)ogr^lE)
SOIL Ir?E
IEJI
NO.IIAXIMUM
DRY
DENsTT(pcf)
OPTIMUM
MOISTURE
CONTENT(x)
DRf
OENSTTY
(pct)
MOI5TURE
CONTEI.IT(x)
r82
LBf
LB4
rB5
l5r S. of A Line
,2t Vl. of Grid 1
fOr S. of A Line
32) Vl. of crld I
36t S. of A Line15r W. of Grld I
20r S. of A Line
JOr W, of Grld I
Jrnnr
EIBBF
I t BBI'
BF
140.0
140.O.1
II1O.O I
140.O,
bo I
5.1
bol'
5.1
L1B.g
L38.2
IJB.O
L38.4
6.2
6.7
6.6
5.1
99
99
99
99
si-lty
sandygravel
DI RJlr IME OBSEF/AIION E P Rr llM[
t fiFdlf Pifr)|r! er{0.t tqtaD at A iLtutr 0r olrt oFF,r tr|.|! (r nll I
F[DO|'.(XO@ C('| PrCftt lttult AtrD lGlt'lr m tltl tlt||r€ IlE rll|ts lnf,t| (ln
rs rutto xtrssfir lo ca.rult q.n 06u1\'ti':t Juuolratxl. lt-sl lxl^ lrll llrt
n|E NiJCI.EAR DE}ISOUEIB HEN|q) OF IEsUTrc WAs USEI)
PREUMIMFf OBSEJVATIONS AllD/OR TESr RESULTS VE
PRoGRESS REPoRT The above tests were
lelow footing base, per specifications
)xcavated footinn area l,eve1 2. V/..q+ar
i OBSER^/ATION
i a:rlfllt. l/E lg*tr Ffl rrD (
tDlf-nvtn t9 llll rtEFlwltE
lrf 3q.L Dlsll il,t ofifixt'
;I l{Iu|- /tccoRDrNcE '
RBA'IY REPORTED-------
performed onj-n mannade
r lrlo. 10 and
fi rnF carrlnFJotl lo oal! rjf ,,r'ant€ n{
lPrMtuts. ltjls
^FF
u,tDt (f n||: .nl O{.Y
rs or{ tllfrltul lllE fl[ tru.xl st'toflc^lxt6.
[rIH Asnl 02992 A]lD a]017
TO: Les V'lood
'
the excavation to 3lfill. Contractor ha6 sub.
1-s placing fill back to
rr: ^1.-^1 narkar Ar',-l1.i l'nr.frrro lfq-otine srad
coPrES itiii?"'uii'r.ott w"ra; .
Anderson G ltastings ; l1r. Girry Iuurrlan;
PCL Construct ion,-At tn: .ltlr. - DcnLy Annour:;
ilii c"iiiuitints , 'Attn: lnlr. Lcs lttood;
Bill Carr Steven L. Pawlak
FIEU) OESERI/ER APPfiOYtD AT
Chen€Nonhern.lnc.Co ith trgh..r -a td-ttLt
REPORT OF FIELD NUCLEAR DENSITY TESTING
At A qrn$l ptE|t?cr!.r lo (lrr|'l nf nrrr ^lo ottt'llw:t Al F rrrrE
^,r(
srFr'IrD At Tlr cs'-tll|tul-flfrltr 0F c|n cl fxTa o A'rrd[atnl mt n'iE -
rE.r or $^nvr'.t!, oc|.|uut'('r on mPrcrt rFrx rn Rtererr€ crt nroirid inEniD'dii€ qn nnu a,Tao| - sL\IJ rll tf txl,'l"fD 0r ffrlr lutrr€ 6
c0rultD ut.ul ('rll.l , €u.txTl ,|rf ,6!.Il) lo sl litlnr€.
^ .':ir- , -FiF-lt-. r ...'r..r-
r:r'r h CI€lotA a/ao
To: To[rr'l oF vArL JoB No. 4 398 s0 DATE B/L/go
Attn: Mr. Stan llerrymanp.o. Box j.00 DAtLy REpoRT No. 40 sHEEr J oF 9Vail C0 81658-0100 pWOtCE No.
PROIEGT 1.1<lition to Vail Transportation Centcr, Vai l, Coloraclo
sPECtncAnoN COUPACTION t I/ATERLAL
MfNIMUM REeUIRED lN-pr-ACE DENsn y 9, r As DETERMINED gly: ASlliU D15r7
coNsIRuCnON CONTMCTOR: B&B,/pCt TESr LOCATTONS WERE SELECTED [rf, chen Northern
TYPE A}ID NUMBER
TY?E AND NUMBER
MEIHOO OF ADDING
OF EARTH MOVING UNITS
OF COMPACTION UNIIS 1
MOISTURE water
I loader
lgadertruck
THICKNESS OF UFT a6 req
NUMIIER OF PASSTS varies
LOCATION
DEPTH OR
ELEVANON
(FrEr)
titJoRATorr REt-T)
OF
(RtL Trv€i/
lliL\U{tl)ogrrl@
SOIL ryPE
rut
NO.[IA(IMUM
D]{Y
DLNSNY
(pct)
OPnMUM
MOISTURE
CONTENT(z)
DRY
OENSTTY
(Pct)
MOISTURE
CONTENT(t)
u
B
8
L
I
t
A
t-](
U
Sta. 7+O0
Sta. B+00
Sta. 7+50
.5 | llc
SG
DU
r40.0
140.0
140.O
5.1
6.1
5.1
r54.0
L36.A
L33.7
7.3
4.1
7.o
96
97
9'
silty
sandygravel
It
tr FULL 1IME OBSEfWANON E] PA}il TIME OBSEM/ANON
rris iftoir pifrlal! o?'r[|lt mir{;o At A Relt LT oF crn o|sIr.tv rrntt (r nt H fcflttxt. 'rt lr Yr Rfl tro (rt ]ltr calnn}|/croR to coat l,t'(Yo€ tr{
Ftgrrartrtrr o6prclvf frrr; arro rr(Ernf to ntl urnrp n1q rurs q"r, uh'iirxtmnn r-l.n rlrcrmnu: crnetr. trirs lrl€ Y o€,or -nF f'll | ot-Y
As xLEwD ft.6rs.ril tlt (Jlnn IE orn oosr.n./tr,! Juuelr(Jl, tsr rlere rrc. irrt lifsri osn ton ofittxJtts Gll f,llLlllul lllf Fll'L |rtl-ls 9llotrArxl6'
IHE ituql n D€ltsotrElEn xEnFO Of lE'nNC Yf S t SED lN St t'st lflUt fCCOn0^t|C€ WIIH AsIU D2992 AllD DJ0l7
PRzuMIMRf OBSER1/AT|oNS AID/OR TESI IIESULTS VERMLLY REPORTED To: B&R
PROGRESS REPOFT Observedjta. 7+00 to B+OO.
backfill placernent over the gas li-ne from
.^er'q Michael Barbcr Architecturc,'vr rL" Attn: Mr. Scott Ward;
Anderson G llastings ' I\{r. 6ary l'lurliatr;
PCL Constr:uction, Attn: -]lr. - Denny Allnouri
IJRS Co srrl tants , Attn: IvlT. l,cs woo(l;
8111 Cam/S. Urton Steven L. Pawlak
FIAD OBSERI/ER APPRC'VED SY
Chen€Nomlrcrn.lrrc.Cofir&tg bgtxr -a s.LiL
REPORT OF FIELD NUCLEAR DENSITY TESTING
^3Awru|lPimtlr'.rp(l''fIl'nf'rnttl}ou-ft|?fv'3.^lrqry|]!|Jtfgi..n?r'A'flro(x'Dfr.'ut'.m.''irYorg,iclfrllAoxmq!,^llt{'T|i'1nxl.no,r c.- sr^,,urx,r. oo'cr uFo]n c'yrFrcB rnr m arq^FrrNq ar mrcrif diEnrib'-idir,o-ir,n -rnriur l'rronr- slf-g wrr E o6tror'D t lnrt lLtTno 6
oo.ruttD ul,lr (mll ,f{rqrxll lrr ,4f,.LD lo lll fflr a
^ F-nr- J r-{HtX-lr-., -rrdl.-
F-ir tt Cl|fllt Vm
To: TourN oF vArLAttn: Mr. Stan Berryman
P.O. Box 100
Vail. CO 81658-0100
PRorEcr Addi.tion to Vail Transrlortati. on Center,
JOB NO. 4 398 90
DA'LY REPORT NO.
IrworcE No.
Vai l, Coloqado
DATE 8/L/90
40 SHEEI4 oF
SPECIRCAnON COUPACTION &
I{NIMUM REQUIRED IN-PLACE
CONSTRUC'TION CONTMCTOR:
MATERIiAL
DENSIIy 9B
PCL/B&T3
X AS DETERMINED TIf:
IEST LOCAT1ONS WERE
ASTI'I D1557 belovr footin
SELECTED Bf: Chen Northern
c
TY?E AllD NUMBER OF EAI{TH MOVTNG UNrrS } back hoe T}llcKNEss oF UFT 1ft.
TYpE AxD NUMBER oF coMpAgnoN uNns 1 walk behind sheepg NUMBER oF PAssEs va:.ies
MfiHoD OF ADDtNc MotsIURE non^ foot hand tarnpers
LOCATION
DEPTH OR
ELF/ATION
(FEEr)
I,ADOR^TORY NELD
FERC€NI OF
(RE-r\TrvE1
}I^x|rt{tttOgrrl€,
SOIL TY"E
Inl
NO.IJN(|MUM
DFT
DLNsTTY(pcf)
OPTIMUM
MOISTURE
CONTENT(t)
DR'T
DENSMT
(Pcr)
MOISTURE
CONTENT
(u)
18t
1g(
rgj
L91
L9:
L9L
23t W. of A Lj-ne
35t S. ofl Line
35t W. of A Lineeor S. of I tine
35t Ul. of A Line
20 I S' of I tine
55t \A. of A Li.ne
5Br S, of I Line
54r liJ. of A L,lne
50r S. of I Line
55' W. of A Lj.ne
50' S, of I Line
eIllDI'
? I np.lr
'l I DDn
BF
2I BBF
BF
140.O
140.0
140.O
140.0
14O.0
140.0
6.1
6.1
5.1
6.r
5.f
6rL
L38.7
1]B.g
r39.L
r39.3
IJB.B
140.1
5.L
4.3
4.0
5.L
4.5
4.8
99
99
99
99
99
100
tl tl
s1lty
sandy
gravel
trl RJII TIME OBSER/ATION D PATTT TIME OBSEfWATTON
nftt |f,F(tr Pntjrxtt @lD6 rrutD at A nLLrll d otll Gtl\, |rr|t ('. rlt Frtvtxr' rt ]l^\|t FnrD o'r-rl|F clrrn":lql m o(|fltllf, l'ttrt€ nf
Nfco.rr.g6 c('rprcr\rE rJrrrrr rrJo rJ(En,,r m rtr. urfnro nnr 'rrr.t ",""'irh- iiJi-nvii' Clrr qtr+ rvf{l lPtr^tpls lFirs ^r'r
u,o€ oF n{c rtll orY
As [lrvrD lnctss ir 19 c11r11 rr 91-ri o&r\,ur3 Juuo6.urt, ,trr ,r^t,r,, ii6r'nllJii rilso lm oft 16|5 q{ r'ltn|Ln lllE nlr lrtlls s''Lomllxr6"
lHE NrJqf, n oENS()I|E|ER uEnm of lEsnNc w s rrsED tN SUtrsTA{rUL iCCOflD }|cE WIH /\slu 02992
^}ID
DJOIT
PRzuMlMtrr OBSEfVAnONS AJ\{D/OR TESr RESUL1S VERBAI,IY REPORTED TO: RR F
PRocREss REPoKf Observed overexcavatlon and subBequent backfilLing of thefootlng subgrade of Stairway lilo. lO.
coprEs Ttilli"'"li'B:i.t"ftli::l'"":
Anderson & tlasti.ngs; !!r- Gary Murrran;
pCL Constr:uction, --Attn : -Mr'.-Denny Annourl
llRS Consultants, Attn: Mr' Les woo(r;
nill Cam,/S. Urton Steven L. Pawla
REI.O OBSET{VER APPRCIVED SY
Chen€Norrhern.lnc.Co fu|' engfr. fa S.r-0.L
REPORT OF FIELD NUCLE.AR DENSITY TESTING
as A wn|A Fio|rtFrx.lt .I.rfl ( trIrtE |rI) orttn.w:t Ar NrFrrrrr ,,rlf gri.|rrtD A3 nr cotxi:rrlAt,||ifrrY G Oi A [Xll' x) 'r'tlFr rDl rti Fn Er-
nor cr. stlFurxrt [rrq rrt{"'r qr FflFrcxr rrrrr m Ntq rrrrc un mniri"a-iiiiii-o -itxiio on rnnu ,vmonr- ll|.'LrJ ru E xvrort oF T TIr IE T}ro 6
dttrlrD urltt oll.t ,rwgraxrr l[ x[r-D lro w wl6nr|c'
^ it!'nr- .. r'.[ Htlt-]r-r r 6rtlFi-
Fmi tao. CI€lOtA Vlo
To: TowN oF VArL JoB No. 4 i9B 90 DATE S/L/9OAttn: Mr' stan l3crryntan DALY REpoRT No. 40 sHEEr
'oF
9P.O. Box 100Vail CO 81658-0100 pryotcE NO.
Bq,qcr Addi tion to Vai I Transportat'i on Ccnter', Vai 1 , Co l orado
SPEClnCAnOil COHP CTToN & LATERIAL
MlNlMuM REQUTRED lN-PtAcE DENSTY 9, I As DETERMINED B/: ASTlrt DI))/
CONSTRUCTION CONIMCIOR: PCL,/B&B . TEST LOCANONS WERE Srl FCTED Ff: ChEN }iOTthETN
TY?E Al'lD NUMBER OF EARTH MOMNG UNrS I loaderr I backhoe THICKNESS OF UFT 4rt
Ty?E A;'tD NUMBER oF coMpAcTtON uNfs I hand tanper NUMBER oF PASstls varles
METHoo oF ADotNc MolsruRE none added
LOCATION
DEFTH OR
ELEVANON
(FEEr)
TADORATOFry FIELD
PERC€XI OF
(Ra-ArTrE/
Mru0lr{ )o{ITA!€D
SOIL T]?E
rr-)l
NO.ITIAXIMUM
DI{Y
DENSTTY(pcf)
OPTlMUM
MOISTURE
CONlENT(/)
DITY
DENSIIY
(P.r)
MOISTURE
CONIENT(z)
195
195
197
Sta. U+lO
Sta. 16+25
Sta. 16+90
2IBRG
2I BRG
2I BRG
L39.6
uB.6
L38.6
EC
c,(
5.6
13r.4
lJI,B
132.O
5.3
Ood
q.Q
9'
95
9'
base cours
ll
lt l?
d RJLL TIME oBsEril/ATloN tr PArfi TIME oBsEm/ATloN
n|! EFOit Pltf'r)fir (PfiDlt tui{D a! A R€JUll of (rn (ElFiV lrrrt (r nl FiA'txfxT' tlf ll w Rll IFD otl rl|r lxtlrn'/clltR lo co'lrHt'E
'FRm|o
n€
RftErl|{rrD(t o(rprc'l\tr urrrT ^1o
r{Etr1f m rltl $rffrc n|{ r,,.rt r*'l|'rih'ii*tnii a lrn dnsr.nuno.mlrrro{s. rBrs |J|f ruD( t n'' rnl otY
ls Elf\trrl H:cfssrrir ro (/lrnlrr q; o6urun: Ju{roo.txt. 1tgr txtr ffi;; lfi"iir; D^is nn qrxnrs trt mlrlllut lllr rlll lllTlt sforpllxrc
THE NT,|CIIAR DGITS{XEIER UENlo() OT IENI€ IYAS USED IN SUITSTAflUL ,|CCOfiDAI{CE MIH AST}I 02S92
^}ID
DJO17
PREUMINART oBSERVA'IIONS A}IO/OR TEST RESULT5 VERBAIIY REPORTED TO: B&R
Tests taken on
15+40 to 17+]0
PROGRESS REPORT
rewer fron Sta.
the bedding naterlalwill be placed.
on vhich the storn
coprEs xlili" tr?i'3:l,t"ftl';l:cture,
Anderson 6 llastings; l'lr. Gary ltlurrran;
PCL Construction,- Attnr --Nlr. - Denny AnnourI
tlRS Consrrl tants , n ttn: tqr'. Les lrood;
,S. Urton/tsill CaTr Steven L. Pawlal
RELD OESEF/ER APPROYED SY
Chen*Nortlrcrn,lnc O.:dhl Lt*r| -i Sd..rtL'.
REPORT OF REINFORCING STEEL OBSERVATION
lr A ||rrr( trtttGtar ro cltxlt tll( i(tE x0 Oril\ft. A1 [t('lT|.,Jrt trsTltD ,tt I]f c0f[tlt!-lm'ft(s Or d'i Ct-p|[' rf0 LnGl IDl 7l lt'R'EA-
rE{ c,. SrAlrEXn c.rquqr6 t r rin l-ri-rrm rr rrorrh cr nuofr*n-iGrrio -miorfc,li-rrriu rerrrxn- ufir: lu r txF(EI r rrtnt rfjllrq 6
cDr\fiD l,lrl! (nttr ravtn llllt Atf ,4ltll lo H lrnllB.
^ ,r-'.- { rll@ rt .t -'rrF-
riri rh. c|{lll aAt
TO:
TO]IJN
Attn:
P.O.
Vai 1
PROJECT
OF VAIL
Mr. Stan Bcrrynran
Box 100
co 81658-0100
Addition to Vail Ttansportati on
JOB NO. 4 39,8 9.0.
OAILY REPORT NO.
thtvotcE No.
Vai1, Colorado
DATE: B/L/90
40 sHEff 5 oF
Center,
SIRUCfURE Footinq Pads
LOC IIOTI ElEVAnOtl
RfIlFOfiClJ.lC @uut s
vtnTlc L ltoFliloNra
A Line at 1
Add #317
B-89 at JI
B Line/3L-15
at B LLne/3L
162 ' 15''
162 ! 1"
L62tLtl
162 | 1"
#4 @ gtt ocl/?tt aLL t
4#6@10"25 #4 @ lBtl
#B @ 12t' oc
LB#6 @ 9'r oc
3L #LO t{.-S.
e6 il 10 E.-\t
.V/r bottom
ads @ 12rr oc-26r'
exp. inserts
c top & bottonont. Zt 6fi 3, x
cOnt. jii. -S.cOnt. E.-ttrl' Iel
9t' ocl0rt oc schedule22nx22nx3
l.nto
Ir
x lrlorf
L
sPEqrrcArot* sIErL cRADe 60
Rgr1'q1c6c ctr1llr{Es& c lean
crr nrncE AlrD co/Eft a€i req
sflrcU{O: SPECSEAI|oIIS: aA feq
B R grPFOfiT5: Tl?E BfiCk
FT{iSH
Hocttt 3
d rwrs usro
El sttoe Dff wtltcs usED
fil corrnrcron pnsro
S ;rul-lue oB$ERv Tro
D prrr-rug orlstfiv non
lllPt CE OOllfUllCE yeS
UET PROECT UET PFCJECT
fr€o0lfigr€xIs F€(UlnfJro{lst11t6t tNtrutly wltENOq!D{ED Rf,-D(ATINTD
D^TE
RE-OGT'IH@
PROGRESS REPORT Reinforcement
project sPecifications.
steel appeared to be Placed in conforrnance with the
Michael Balber Architecture,
COPIF-S Attn: Mr. Scott Wartl; Gary Murrain
PCL Construction Services' Attn: Mr. Denny
Armourl Andcrson I llastittgs;
tfRS Consultants. nttn: Mr. Lcs lttood:
Bill Caxr Steven L. Paw1ak
RE,.O OBSEFUER APPRCIVED S/
Chen€Nonhern.lnc Cdrrluf tr|Ch-r d{ s.r-t &
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
at A unA FioncDl 'o crrx|ll f'f trrE rro GEwi1 al rrF.Ftn r,lf |lr'lrfD ai rr cofrajltl t-FrFrnw O- ql d lxra ?J'al Armffo tD. mf, Plrr(r^-
nc1; or rralrExrl ooFErrrrrn q;r r;1;.,crr /Rtr qt r[o rD..e 9111 rg.od-d^iiinio ]tjioip-cr.t rwrtrx plnqrr, : t.trt ru lE oEruID (r lf|It f:tr]E
d?rrttD !rr!r q|'tt ,fia-xxtt ttf tfir, m x ;rrrr|q.
^ 't r- r r(Tiir l;r.. .. ...'.rr-
r.r ,.. *ll,L a/to
To: 1sslp ofr vnrl JoB No.4 3es 90 DNE B/Vgo
Attn: Mr. Stan Bcrrymanp.o. Box 100 DAILY REPORT NO. 40 sHEEr? 0F g
Vail CO Bl6s8-0100
- NVotCE NO.
eEgqECf Arlttition to Vail 'l'ransl)or-tati.on Ccntcr.. V:ri1. Col.or:ado.
sfsFn^rx)l|s: stxuP
srPPUEn i'J-liobileLu LD. A 3OOO
J-5 Arn coi{rff 4-B
TTAANT ]EUPER^ruRE R^}TCE 6oo-Boo
IEST
M'.Tnrcxr€.IrcXET
ML
lll€
EAICH@
TIME
ARNryE'
lll/€
SryPL@
RATOUfiX)
COUMTEREp|ll
REVTXJ'InI
C(X,FTER
@IIPIEIPN
CUBIC YANDStaxt/
cuuuutrrE
WA1ER TDO€D
e llo]rs
1
I
3
4
5
6
2
106
11?
114
100
49
44
4B
1318
L3L9
L320
LSet
r3az'
L323
L324
12:50
1:04
1:10
1: 16
l:22
Iz29
L:45
].r00
1 :21
1 .22
Lz39
1:47
?:O5
2zI5
Lz32
2:08
a6
as
cLit
as
reg
req
req
req
req
req
req
as
as
as req
aa req
as req
a6 req
as req
as req
a6 req
I
15
24
)1
40
4B
56
I
L5
4
10
B
10
6
TESTln stl,|?
(Dr)^n€ilrE{r(r)
TET UMT
UMHI
(Pcf)YIBI)
@ilcf,ErE
TB'PE-
RArUnf,
c4
REIl^'U(s
3
o
4.0
4 3/4
6.2
6.1
L39.6
L39.6
72
7O
{ cylinders cast
pROCRESS REFORT Saruples taken from truck. Time observed on all bucks.
^r.,Drrrc
l*lichac I l};rrbcr ArcltitcctulcluvrlEr Andcrson G llastings; Cary Murrain
PCL Construction Servlccs;
URS Consultatrts;
Bill Carr Steven L. Pawlak
NED OSERVER APPRWED Bf
" Chen*Northcrn.lnc Cdrrlha ttrf|.-t s|i 5.4-at{.
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
|r A ||rru{ ?mtETD ro clrxlt, frE ?tf a rrrD (rrrll':" Al tttxtm ^if l'trtttttl At trf, oo,tr"xrur t*rrr''y F- dfl o fmr' Al|} A'nGlArDr 70i ftf'lca-
rn tr trarrr'rrt orclt'rr- or rrtDrctt rrftr ot to ^trrt cr |tnorri'd^iiii.iib' ltiiil-cr nolrf A'fn{''& s,||tujt ru DC DclwltD cr rnfi l.'rl€ B
oorl.tlltD lt.Itt onlt lfixDrrJll lf, ,ortlD lo x lllltl.
^ 'r,r'.' , rfftiiflrt.e d -.'r-b
t rr ta. Crtl l.| a/ao
ro: 1'91ur 0l' vlu, JoB No. 4 igs 90 DAre, B/L/9O
llSl'u"l';ostan llcrrvtna'
DAJLv REpoRr No. 40 sHEEr B oF 9
Vail CO 81658-0100 DSVOICE No.
PROTEC'f A(l(liti on to Vail 'I'rnnsl)o:'t .ti.on Cctrtcr. Vai. 1. Cololatlo.
SFEFNAIPil*
suppusrlT. I'lobilqn '.o. A
3LI'UP
]000
t-2 ,\n cot{IENr 4
TETPERAIUREAIgEHT RAIIGE
TET
lto.rnrrx!{t IlcXET
M'.TIHE
AATCHg)
'n!E
ATUVtD
T .€
s ltPLE)
Rnrcunpll
cout{rEnroN
RE\OU,IION
@U'{IER
@uPtEllotl
;u&c Y rurn,,o/
CT'UUI.AINE
w lER ADO@
o^Lto$s
o
9
10
l1
L2
L3
14
I,I9
54
105
117
114
100
49
L325
L326
L327
L32B
l-329 .
l-330
L13L
1 :58
2:0O
2:20
2:3L
2:4I
?z50
1zo5
2:20
1:11
2:35
2245
2:55
J:00
5tZL
a6 req
as req
as req
as req
as req
as req
aa req
as req
as req
as req
a6 req
as xeq
as req
as req
64
72
BO
BB
96
r04
112
B
U
0
0
\,
rErrIL sur?(tr)^n@ilIEilT(r)
tEr uflr
WEOHT(Fcf)118 0
OO}ICREIEIEIPE-
RAITNE
cF)
Rfiaru(s
PROGRESS REFORT
.yrorrra Michacl lJarbcr Archi tecturc;
Andcrson & llastings; Gary Murrain
PCL Construction Serviccs;
URS Consultants;
Bill Carr Steven L. Pawlak
FELD O$EfiryER APPRSVED FY
", ChendNorthcrn.lnc cdhr(}rf frfh.f di Joa-Lt
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
Ar a lml( ?ErrE|ur E ottxtl 'rf 'tf a xf, !i||.rtws, All rrt(nnt |,rt i!.flrD Ai rr[ cDrTaJ{n l ftxP?rtY (' ol o rrlr 4Q -{4t'ul lrtt ti! Ftalta-
trr. or rrarrrrxrt, oDrqlrrr.. (t frpctl rrrt crt ttoraro c;r nrniaj-ri-rr-into' l.orip-c'| rgrltx lrtior'a- .'.Atrrrl: mt !c Dattlt{D (r rlnt tfjtt€ E
ooautut trr.l.j! qnat tiia,rr|xtt .|Jrl r[ID lo n tt t0.
^ 'r'i!.- J r-[ttX-lnr .. ..'!-b
7.ir tb Cral l{ ./to
To: 19ryp or: vAIr, JoB No.4 39E 90 DATE B/L/go
nttn: Mr. Stan llcrrynatr
t,,o. Box L00 DAILY REPORT NO- 40 sHEErg OFg
Vai I C0 81658-0100 ti.{lptgE NO.
l89{Egf Ad(lition to Vai l 'l'Tansl)ol'tati.orr Ccutcr', Vlil. Color:atlo,
SI'PPIJB
sPErFf,ATplt$ 3r ul|P
urx r.o. A fooo AN CO IE}IT
ArAE}.f TETPF.R TURE RAT,|GE
16r
NO.
TruC|(
ML
IIOGT
t|(t.
TIIIE
EATGHE}
ru€
ARRryE)
TDt€s |lPftrD
Rn,ou,Im|{
@UT'IER
IFOOI
REVOIJ'IION
@UMER
CO PI.EIION
clrfic Y rctorg/
CUMUIAIIT/E
WA'IER
^DO@o^u.ot|s
L5
Ib
L7
1B
r9
20
48
119
LL?
114
4B
44
L333
L334
1337
L139
L342
L343
3222
3:2)
3t5L
4:13
4:3'/
4:50
3237
3:43
4:05
4:4o
4:55
5:L6
3:58
as req
as req
as req
as req
as Teq
as req
aa req
a6 req
as req
as req
as reg
aE req
120
128
L36
144
L52
r60
0
0
4
4,
rElrt{t sllJlP(rlr)lnc(xIEfI(r)
TET UNTT
TSHT(Fcf)IIE-O
@r|cnflE
TUTPE-
RAnnf,
cr)
REL au(s
tb 5.0 5.8 L39.2 7O 4 cylinders cast
PROGRESS REPOftT
/rrtorE e Michac I l}arbcr Arclti tccturc I,r" r'4 Antlcrson I t hs t ings i Gary lnlurrain
PCL Constmctiotr Scrviccs;
UltS Consultarrts;
Bill Caru Steven L. Pawlak
REI.D OBSES/ER APPSOVED F/
I
Chcn€Norrhern.lnc
REPORT OF FIELD NUCLEAR DENSITY TESTING
Co.-Jtlrt trylxr .t s.Li*
m3sEP25tgg0
To: TohrN 0F vArL JoB No. 4 JgB 90 DATe 7/26/90
Attn: Mr. Stan Berrynanp.0. Box 100 DAtLy REPORT NO. 3' SHEETS 0F 4
vail C0 81658-0100 JNVotcE NO.
PROTECI Addition to Vail Transrrortation Center. Vai1. Colorado
sPECnCAnolt coHp^cTroN t ltATERtAt
MINIMUM REOUIRED IN_PIACE DENSrrr 98 r AS
CONSTRUC1ON CONTRACTOR: jlltT,l Excavating 651
DETERMINED IJY:
LOCANONS WERE
ASTl"i Dl55l-under footing
SFt FCTED sY: Chen I'lorthern
TYPE AT'{O NUMBER
T\?E AI.ID NUMEER
MEIHOD OF ADOING
OF EARTH MOVING UNITS I hoe, I DJ
oF coMPAc"TloN UNtrs I wheel roller,
Mo|sruRE natural
THICKNESS OF UFT
L\uueER oF PAssEsfront Loader
a6 req
reqa6
LOCANON
DEPTH OR
EI.EVATTON
(FEEr)
LAOORATOFTT FIELD
PERCE}{T OF
(RErrTtr.t/
l,.^xunx)
o{tr rE)
sorL T/PE
ILJI
NO.ltAXIMUM
DFT
DENSTIY
(Pcf)
OPTIMUM
MOI5TURE
CONTENT(t)
DF|T
oENSnv(p'r)
MOISTURE
CONTENT
(x)
L5.
t52
L5:
L5L
Lri
Lrt
at I3 Line,Grid ]5
4t S. of 1l LineGrid J6.5
4r ll. of B Li-neGrid J6
at B I-,ine,
Grid f7
4r N. of B LineGrld 57
4r S. of B Line
Grj-d 35.5
2 | IlnF
2I BRF
1! BFF'
I t DB!-
footing
grade
footlng
grade
L56,O
1J6.o
136.O
1J5.0
1J5.O
L36.a
5.9
>.9
5.9
5.9
5.9
5.9
L33.2
L33,4
L33,9
L34to
154. t
L34.3
6.4
6,8
OoU
6.1
6.2
6.6
9B
98
9B
99
99
99
sl. silty
sandygravel
ll rt
El FUIL IIME OBSERT/ANON D PN{T TIME OBSERI/ATION
tr|!| tEponr pirrxr! oPfin.|. trrqD A! a iE.tti.r o. on oesfJv^rrrd (r nl Pt r.tr,frtt r,E rir\tr
'rflED
Otl r c.t rE//:ro( lo crfalllt f ,flanlxl n€
FfDoiri{xDit c(trPtcl'tlf ortFr pro-r<rsnnt m iu_ unrrro 1||r rr|f3 rlit| on o|xf.iwn 6 rrtt (rccF4f{l (FlF^lP|s. rEsas rrt ra,a( 6 rll ml. anY
ls Elrvlr t{LcrJsrrt to c.^Lm^lt q"f ocfirvtrs iuuq.|{.xr. itgt uert ext -rri lic.rqi B$$ rn ofxxr|s (r{ wll€lnR lllE rltl utl]:t sPEclFrll)oa
Ilt€ Nrrct-E^fi D€ltsouEIER uEnKxr or TESnNc w^s usfD tN !;uBs't l{tul ACCOfIOAIIGE tYnH /\slu 02992
^lIO
0vr17
PREUMII{ARY OBSERT/ATIONS A}'ID/OR TEST RESULTS VERBAI'LY REPOTTCD TO: LES WOOd
rnl^ -PROGRESS REPORT 'lI1E
placed for footing
bottom of footing.
above tests were perfor&edll Line, Grid 37.5 - 34.5.
Excavated to natural soilt
on the structural fill being
Efevation taken fron
]7.5 - 18.2 and Pad llrtxll+t.
coPrES xltl?"t"f"3:5.t"filil:cture'
Anderson & tlastings ; l:tr' 6ary Murrian;
PCL Construction. Attn: I{r. Denny Armour;
l)RS Consul tants , - Attn : Mr: . [,cs Wood ;
]1i11 Carr Steven L, Pawl-ak
RELD OBSEfUER APPNSVED F'
as a rlr|ll/lt pxrlrtlrr. rp qaml nli Fttt-D rro f-k!rrl ,rtl FDtFTT art !r,Frno AS nf coTlttranr( F$l'?tTY (F qn crfxE l,l, alrol2llpr t FIita_
tpt or stlrfutt{Tt oo€ruqt€ <rr rflrrcn tlrx (n Ftq r{r{t or,a mrcin*r -n:tnil ptrnir <xr txnrrt At'PifliA- sr}'?u! ral 8e D|tFor-o 0f lfltr lEllllo 6
cort.fllD rDt.El q}r lf|fiIraxlr ,.,lf rftLD to r| Itnllxq.
^
6-nrr .r *@*, -'!rcr.
r6i tL. Claltt^ Vb
Clten€Northcrn.lnc.Comdun{ hgltF.r. c.t4 ld-dLtt
REPORT OF CONSTRUCTION ACTIVITIES
As A r^mxt FftnrDl ltt €trlfl:i nf riJn E |lQ (I,rrft'f!. 4f |!!t'!!fl rFt SUlnnm As Trt|| @f{Il'rw--Prif|"rr G qI ofxnt xO ||'IlmUAlOl fm l!'u-
rX-r.d:f^rr.'.l3co.uuEqr(FrrIr,cn'nortoiitf$at'|oourrntrairs-dircrnirr'r.tlruirri_<r.nrrlrrol'';#A.s,'rf'JHuED6Pc6odrrIIrlE''G
ootarrno urtrls o lt lflirr€llxr3 rt[ l4tt.D lo N fnlrr|(r
^ n-n- .. *[ftt -l
"'.r o. Gott?'rr..
frri tc. clllor^ a/l('
ru: TowN oF vArL Jog No. 4 JgB g0 oArE 8-20-90
Attn: Mr. Stan Berryman Mlty REpORf NO. 54 SHEE1 1 OF 5P.0. Box 100
Vail CO 81658-0100 |I{VOICE NO.
PRo.TECT Addition to Vail Transportation Center, Vail, Colorado
WEATHER CONDffiONS AND TEMPEMTURE Clear. A-M.: partlv Cloudv, p_M. , Sho.rers_
CONIRACTOR'S CONSIRUCNON ACIMNES
PERSOilNfu
IIAJOR EOUIPMENT:
AEIMNES:
CHEN-NORfi€RN'S SITE ACIMTIES Fu11-tine Obserration, Testing. Inspection:
Structural fill being placed for ser,rerlile ard inlet South Frontage Road. Reinfor-
cing steel being placed for deck topping, Level 4, Line A{, Grid 6-8 and Beam, Level
4. Ccftpaction testing was perfo:rned on structural fill being placed for footing slope.
L€vel 2, Stai-r No. 10, reinforcing steel placed for wall ard footing, Stair No. 10,
Ievel 1-2.
VERBAL COMMUNICATION WTTTI CONTRAGTOR, ENGINEER. ARCHITECT. OWNER
L,es Wood was advised of the test results of fill placed for Pad at serer jnlet,
South Frontage Road.
coprEs xi:li" t"ri$rt';1ll;
;l,x'"" i,",,ui,,
PCL Construction Scrvices, Attu: I'tr. Denny
Armour: Andcrson G llastings;
llllS Consrrltants. Attn: lvlt. l,es Woocl
Clrcn€Nonhern.lnc.C..-/t!ot [rnfEr -a s.r.ts
REPORT OF FIELD NUCLEAR DENSITY TESTING
a3 A tt nt^! rrtclu{ rtt qrxTt, I}f F|rnr lrrt Gtrl't\tt Af Fft\rnt lrtf gFrl.TtD At rtr cualtoor4t- ioPrtTl (qf qlnnt l]lo AIrIloAlDl rf F'aEA-
nor (r srAr,lxn, o rcl u!r{rr!r qr rrrrrcr! rFfl oa Rrtrv{,..o otn lrrqir'ir"'nijinip'rtiirird-q,n -mrnrx
^Prno/a-
s^lt\-8 rar E ltluD d' Artoi lttrNe E
ou?rflD t'll)l goll r&|r|rro{[ li. ,ar[r-D lo w f,i[IDir
^ n-nr- .. r- fXf-iE-Is... , d,+rr-
t rir ,|l ttItqrA {./aO
To: TotvN oF vArLAttn: Mr. Stan llerryman
P.O. Box 100
Vail C0 81658-0100
PRqrEcr Addition to Vai.1 TransDortati.on Center,
DATE 8-20-90
54 SHEET 2 OF
JOB NO. 4 398 90
DAILY REPORT NO.
ItwolcE No.
Vai l, Colorado
SPECIRCANON COUPACNOH t MATERIAL
MINIMUH REQUTRED |N-P|JACE DENS|TY 98 r AS DETERMINED Lrf: ASm,l D-1557
CONS|RUCIION CONTRACIOR: B&B Sccavating TEST LOCATIONS WERE SELECIED Bt': Clren-Nortiern
METHOD OF ADDING MOISruRE Natural
TYPE A}ID NUMBER OF EARTH MOVING UNTTS 1 Bobcat
TY?E Al{O NUMBER OF COMPACTION UNIIS L Dual !{Lreel Rol-Ier,
THICKNESS OF UFTA= Required
NUMBEII OF PASSESAs Required
L Jrlrtpinq Jack
*BFFBelcw Footing
LocATtoNGt*d"
DEPTH OR
ELEVANON
(FEEr)
LABORATORY FIELD
PERCENT Of'(Rtl Tl'€l
Lt^xlr&u)ompd
SOIL TYPE
It)l
NO.}/AXIMUM
DRT
DENSI T
(pcf)
OPNMUM
MOISTURE
CON1ENT
G)
DRf
DENSMT
(Pc{)
MOISTURE
CONTENT(r)
9
40
23
2
74L
242
L8' Souttr of
A-Line G1
20r South of
A-Line 01
24' Souttr of
A-Lixe €1
26t South ofA-tine @1
3I BFG*
2I BF'G
Lr BrG
Footing
Grade
r.36. 0
136. 0
1"36.0
136. 0
5.9
5.9
5.9
5.9
132.9
1-33.1
133. 4
133. I
6.6
6-3
6.0
6.l-
98
98
9B
98
SIightly
Silty Gra-
velly Sand
sl. Silty
GravelllEand
sl. silw
GravelllBand
sl. silw
GravellySand
EI FUII TIME OBSEf{VATION t] P$ff TIME OI]SERVATION
tl{B fFoir FiErxIS (Pl{lr{!r n,!ral! Al A nclutl or o.n oGUllAl(r|! or ntl nA:tl,f.NT. trf lt^\t mll'o of{-Txt 'tt'rna:TttR TO Co|'r} r
'Ptrttr€
llf
FrDotrrttxD qrPrcrtl f, ttFrtw ^tto
t dsntrf m ltrl unrlo rxr rr*s rr tru'iih' iin* niirl n-rrn onsrnvrtlo -wnrrxrrs' rFJrs /rn€ uADf tr r.r ml c'r_Y
s gtr-fytD rrrjrtrir rr rrrra rE s- orsrrrrft .ruDot)fxr, rtsr rrn li-'iii ii'ti'ir ii$"Ntt-ct+rnc rx $trlul Tllt FlLl vEnt sPEcltlc llo'3'
lHE Nt CIEAR D€}tsottEIIR UEnm Of TEsnt€ w s usf! rlt 5UI'Sf^|.IIUL rCCOflO l{cE wnH ASlu 02902 A}lO DJO17
PRzuMlt{Afil oESFIT/ATIONS A}'lDlOR TESr RESULTS VERBAITY REPORTED TO:
PROGRESS REpOFf Tests were performed on the stnrctr:ral fill being placed for
footJngs Stair No. L0, Level 2.
coprEs xt;li"tMli"B:I.t'ft'j*:cturc,
Anderson 6 llastings; I'tr. Gary ttlurr; an;
PCL Construction,- Attn: -.lrlr. Dcnny {nnour;
llRS Consrrltirnts , Attn: MT. Lcs llroo(l ''
B. Carr
REU) OBSETWER frfoob'W
Chen€Nofthcrn.lnc.{.drr0t|' t 'gh.rt .i Ll-d...
REPORT OF FIELD NUCLEAR DENSITY TESTING
At
^
|l,rtl|( ?rEIIEIul It' clrxlr, r}f |ltnE,.G,i'f1\t1 Al '|fIl,t't,,t
3ur.r'ro l3 l}f c07Df}.rw.fi.??iTY d f' ct Eff' Ao A,rrGl^ltx ^l F|r( l}-
ror o. srArnftxrl G(rxrnta.r qr mr'c.r! ?,rrr m ruo^,rl,.ro q.n mrorf'fflni-o *ltiars-ori lnnrx rIPRava- 3Arfus rrl Ir ulF(ED 0r arln n:n o 6
corurrD t,|Jt q|rl't rrivrfrl,fl ,rr ,alllD m rl ffltll{(l
^
i't-.. r.Fiil-ll.r d a.r rr.
F-ir |... CEICI r/ao
TO: TOhtN 0F VAIL JOB NO. 4 598 90 DATE: g-20-90
Attn: l"lr. Stan Berr.ynan DAILy REpORT NO. 54 SHEE; 3 OF 5P.0. Box 100
Vail CO 8L658-0100 tlwOtCE No.
lRo.rEcr Adcliti.on to Vai l. 'fransnortation Ccnter, Vli1, Colorado
sPEclncAnolt coup cTtoN & UATER|AL
MINIMUM REQUIRED IN-PL{CE DENSTTT 95 X AS DETERMINED BY: A.STM D-1557
CONSIRUCTION CONTMCIOR: TEST LOCATIONS WERE 5tr1 FCTED FY:Chen-Northern
TYPE AND NUMBER OF EAfiTH MOVING UNns L Front Loader, L Hoe
TYPE AND NUMBER OF COMPACflON UN|TS 2 Jtrncinq Jacks
METHOD OF ADOING MOTSTURE Natural
'THICKNESS OF UFTAs Required
NUMBER OF PASSESas Required
*B9l=Be1cry Subgrade
LOCATION
DEFTH OR
ELF/AIION
(FEEi')
LAtsOBATOMT RELD
PF.RCBT OF
(REr rrvE/
M'JflT'LU)ogutE)
SOIL TYPE
It->l
NO.IIAXIMUM
Dtaf
DENSTTY
(pcf)
OPTIMUM
MOISTURE
CONTENT(x)
DRY
DENSTTY
(p.t)
MOISTURE
CONTENT(x)
43
44
2
2
245
East of ErtranceNo. 2, S.D., Line C
East of EntranceNo. 2,S.D., Lile C
East of BxtranceNo. 2, S.D., I-,ine C
5' BSG*
4I BSG
1I BSG
U
0
0
140
140
140
6.r
6.1
6.1
1"34.2
134.0
1"34 .4
7.6
'lA
L0. 1
96
96
96
SlightlySilty Sandy
Grave1
s1. silw
Sandy Grlvel
sI. silw
Sandy Grlvel
E FUII TIME OBSEFUATION N PN{T TIME OBSEF(VATION
nnl rf,F(xtT Pierr{l:t mtD6 tuirfD A! A nf,t Ll or orrn otlltiv txttlt rr nl tl,.tufxt tt llAw nfl'FD ('l ntr 'JlrrR^fiwl m c('flmr' l'fLnMl rlf
Rttrri{'Dr'ou'|F|gI|\[frr'I^|.o|,(En,rI''l|.l.u'$|ot|rtt'{svrr'.'riin'ijdar]r'na-',.rrf6f'T'l'.q.FFn^lr'(s'lrs's{rfr.ro(o|.1wlq{I
As e(l,f.vt N[ctss rr ro qarrlE (rr o06ur\,ti! .rura!u.r. rrsr Ltrre ^ni'i*li iii]:iir,i orsri rtn tinflqrs ot wrfrfJl I]tE n[ uxl SfrorEAtx'6'
THE NIJCI E S D€N5iOTaEIER uEnm oF lEsnNc w s USED tN SutrsrAlfiu|- lccgRo llcE wnH A5iIU 02992 A}l0 tr1o17
PREUMIMFy OBSERfA'IIONS AllD/OR TESr RESULIS VERIIATLY REPORTED TO: I€s Wood
pROGRE5S REpORf Tests were performed on structural fill behg placed for the
concrete sewer inlet and PiPe.
coPrEs xtil?""}i'B:;.t'fili::cture,
Anderson 0 llastings; Itr. Gary Murrran;
pCL Construction,-Attn: --ltlr.- Dcnny Annour;
llllS Consu I tants , Attn: Mr. Lcs woo(t;
-
B. Carr S.L. Par,rlak
REI' O6E}WER APPRWED Sf
ChenSNorthern,lnc.
O.rdha f^rh-t n/ t r..|tx.
REPORT OF REINFORCING STEEL OBSERVATION
' l wnr.. titttctlx rD qrxT* Irf xrt xo crrtwl ,u irF tt r|la luiflltD ls r|f @|Lxn.t tr'drfirY oF dt (l DlIt l,o a,ll{turD mi F1|| fA-
nd. (r n^rrltrrrt crr(r!!(r6 (n mrctr rrrtl or itorfrra qrr nxriir-n-niini.o' rolup-qr rtnrDl lfiitxA- ! lrtEt ru. E EFcrD of rtr8 rlsD€ tr
crrtntD uLLtt fllat l#rgrlral! l|f Llllll) lo tl ffiIllt
^ ''th .. r'.[-1ltf t-l r.r I oanyc*r
f('i l.n G|{I lt^ a/to
TO: JOB NO. 4 39B 90 OATE: 8-20-90
TOWN OF VAILAttn: Mr, Stan Berrynan DAILY REpOKf No. 54 sHEEf 0F5
P.O. Box 100Vail CO 81653-0100 ll'NOlcE No-
PROJECf Addition to Val 1 Tran-sportation Center. Vail, Colorado
SIRUCIURE Sl,ope Footing and WaI1
UE DO{o'.EvAlXXl
RrffoRclllc
cosuExrs
l/8ncAL lroRrzot{T[
Stair No. L0
Stair No. 10
Stair No
Stair No
Stair No. 12
T2
12
Level 2
Level L
Level L
Level 1
Level 1
56#586"0.C.F.F
56#6e6"O.C.N.F
24#5@6"O.C.F.F
24#6e6"O.C.E.F
18#4€12"O.C.OF
1B#4e12" OCrF
30 +4 G6"
8#5e12" O.C
4 Rcnus#4Cont.
Bottcm,
4 Rovrs# Cont.
Bottcmrl
8*6@6"O.C.O.F.
8#4G6"O.C.r.F
B*6[4K cor IFo
6" O.C.
5#4 IvlK Cor O.C
e6" o.c.
4#5012uO.C. r.F
4#4e12"O.C.
o.c. 8#4 MK
Cor.
8#6 MK cor
4#4012" O-C-
Section B
Section B
SecEion 2
(Sl-ope Footirtg)
(Slope rooti:g)
(Wall)
(wa1l)Section
Section (wal1)
Section (wall)
sPEclfE llolt$ $trl cRADe 60 F puxs uso
REI|FORC$|(' Ctrrl{t 0{€s} clean El Srpp DR^f,u{Gs us€D
cr.E R^llGE A}lD ccffin As Required El corrnrson- ADvtsED
sPt curor sPEC[rc rnr* As Required El ruu-lue oEsrERl/ATTON
B R g.Fpoffnt: T\pE - O PAflT-TluE oBstR[/AnoN
n Efl llfr.lcE COILP$NCE Yes
HEc r ffi,,ffi Htffiffi ^.-ffi,*tlrDl tNlrull.Y wllf}l
#3 Bar SPreader EltA|ru{E Rf,-E11rNED
PROGRESS REPORT Placsnent of reinforcing steel appears to be in general con-
forrmnce with tlre project specifications.
Michael Barber Architecture,
COPIES Attn: Mf . Scott Ward; Glry lr{ur:rain
PCL Construction Serviccs, Attn: Ml'. Dcnny
Armour; Anderson 0 llastings;
URS Constrltants. Attn: lE
Chen€Northern,lnc trdh fhrb.-r -i S.l..tu..r
REPORT OF REINFORCING STEEL OBSERVATION
lr A \rrur{ tioncTrra ro cltxTr, .nf t(tt x|' (ltrr\/[]l ltr RfFrr xlf lrr.Tnt lr nf omaxrv\ FFttrt (r (I.t ctl}fll l,O ,l',rnr rrn tni ]ttrE^-
ro,. g" gtan1arnl c.ra1,qr,! on rxtn cn rinr m ltor.o.c ql mx*.id -mrrwil mrrorn -o-a rrrrml rl+mre- 3rr4ut Yrr E lEFqr'o or rtrB rtjnrg 6
oo4lrttD ('utt oltat rewtlllxl' A[ ,gll[l) lo r| n!lr€'
^ '.,d'..t r"ftff;'-l r-.r rr orecr
7l'r *r. C{l lie a/6
TO:
TOIllN
Attn
P.0.
Vai L
PROJECT
OF VAIL
Mr. Stan Berryman
llox 100
c0 81658-0100
Acldi tion to Vail 'lTansportation Ccntcr,
JoB NO. 4 3tg 9.0. DATE: B-20-90
OAILY REPOKT NO. 54 SHEET 5 OF
ll.lVOlCE NO.
Vail, Co I orado
srRUCruRE Wa1I
ttrAIloN EII/AnON
RO{FORCI}E
co0ro{Ts
!EAnC I lroS[zo ra
Stair No. 12 Ievel 1 19+5e12" O.C.4#4 MK Cor.
4#4 @ 12: O.C.Section 3
SPEElflCAnOnsr SIEI CRlOe
RE nnc {Ct qI^m$ESSt
GLEAnANCE At{D C{lfiR
SPTJCIHC SPECFrcAIPTIS:
lr R g.rPP(ms: TIPE
NEH
E nerc uso
O sxoe o|uwrltcs usED
[] comnrcrcn rouseo
E ruu"-nue $r$nv rlox
D prrr-rue ossEnl/Arlox
IPLACE @guwlcE
UET PRqf,CT UET PftO'ECT
R€'IUIRtI'EXT5 REOI.'N€TE{IS}tnE NnuuY wtlE}lD(^TD{€D RE-E(^I|HE
OAIE
RE-OCC$tl€D
PROGRESS RF9OFTT
Miclrael Barber Architccture,
COPIES Attn: t{r. Scott Ward; Gary lr{urrain
PCL Construction Services, Atirr; Mr. Denny
Armour; Anderson 6 llastings;
URS consuLtants . Attn: lrlr. I,es l{oocl:
B. Carr S.L. Pawlak
RELD OBSERI/ER APPRWED Ff
Chen€Northsrn.lnc Con.rrunt Lnsl,i...r .d scj- l'(.
REPORT OF CONSTRUCTION ACTIVITIES
ls A qmr|( Fioncrxx rD ot txnt n|e Prtr E rto f,REL\nJ' 4-t t!!t!!q 'af gnmIID As ni: @trrttlru{ t'tr't'rttY cr otn cr lxrt |ro 'ndu rn toi Ft D^-
,rr, ar nrrrt rrs crrqrlrcl<r (F rxrrl;In rB.rr on ntr$m.,o urn mrgns-c mirrno nlolo -orr rtnrrt,l iF?Rora- s t|'t-E trllr lf DtsiFGn tr rfr txtllD E
(Ir.ruft-D DUJ:3 Olllli AAn rltLrlns l,tt ,.&.rJ lo lll ffiIllo.
^ rl.* ., r.. ffiil s-r d <p'r,c,*r
f.nn x., Crfltl r/ao
lo: TowN oF yAIL JoB No' 4 399 9g DATE: 8-2L-90
Attn: Mr. Stan lJerryman DAILy REpOKf NO. 55 SHEE; 1 OF gP.O, Box 100Vail C0 81658-0100 tt'tVOlCE NO.
pRqJEcT A<Jdition to Vail Transportation Centcr, Vaii, Colorado
WEATHER CONDMONS A}ID "IEMPERAIURE Clear, 70cF.
COIffRACTOR'S CONSTRUCTION AGTMTIES
P€RSO}IN&
IAK)R EQUIPMSNT:
AGIMTIES:
CHE}I-NORIHERN'S S|TE ACTTVMES Fu11 Tjrre ObsenraLion, Testing, Inspection:
Concrete being placed for topg:jrrg, Level 4 Deck, Ljle A{, Grid 6-8. Ile5nforcing
steel being placed in same area. Ccnpaction testi:rg of basecourse and proof-rolling'
rrorth side of Souti Frontage Road in prelnration for paving, Stalions 10+00 to 22+OO.
VERML COMMUNICATION WTTH CONTRACTOR, ENGINEER. ARCI1ITECT, OIYNER
cop,Es Xttlii""li'3::,t'ftll.t';Elliuri,u",oin
PCL Construction Services, Attn: Mr. Dctrny
Arrnour; Anderson G llas-tings; ..
UltS Consult;rnts. Attn: tqr" l,cs woo(l;-
B. Carr S.L. Paw1ak
RE.D OBSEM/ER APPNSYED BT
Chen€Nofthern.lnc.Co.-Jl,lnt gt*-. .{ S..taL
REPORT OF FIELD NUCLEAR DENSITY TESTING
Ar A Urnl|! piorrErpl rtr otrxlrr nr n,rtr lr{t (l-Rrtt\tt Al nttfE |Jr( lrtrafnD a! nt couxra-}tctrt F di q[tfrl
^]o AI]fL rDl 7rr ilt EA_
r"r d- srlrwxrl otro urrrrr orr m?rcxt rrtrp (n fo{rn€ q,. arr.lfirf iri:tnf -ptir(ird-qJn -rEnt,t /usTora- s'rlf{I:l Yrr 8( DttFort G rtrrr lEill€ 6
cl|runD ttrrtr onlt ,fiaf,rrxll l.I ,GID lo fl ttllr€.
^ rrir'o- d r.(Tiff-ln r d d4'-
F trlhC||Clot a/s
To: To$,N oF vArLAttn: l"lr. Stan Berrynan
P.O. Box 100
Vail C0 81658-0100
lEqqE- f Ad<lition to VaiI Transrrortation Center,
JOB NO. 4 398 90
OAILY REPORT NO.
|I.{VOICE NO.
Va i.1 , Colorado
DATE: 8-21-90
55 SHEET 2 OF
SPECMCATION COUPACTION t I/ATERIAL
MINIMUM REQUIRED |N-PI,ACE 0ENSffr 95 X AS DEIERMINED Bf: ASTM r-1557
CONSIRUCilON CONTRACIOR: B&B Rcavatinq TEST LOCATIONS WERE SnFCTED BY: Chen-Northern
T'/PE A^lD NUMBER OF EARTH MOVING UNffS 1 D-3r 1 Front l-oader
T\?E Ar'lD NUMBER OF COMPACnON UNTTS 1 Dtal trttreel Roller
METHOD OF ADDtNc MOTSTURE Natural
THICKNESS OF UFTAs Required
NUMBER 9p ptr55g5As Requi-red
LOCATION
DEPfi OR
ELEVA1ION
(FEET)
LADORATOFry RELD
PEFCDIT OF(REfirrf1
ta)ou{ru)
onr [€o
SOIL TYPE
I E)|
NO.[IN(MUM
DI{Y
DENSffY(pcf)
OPnMUM
MOISTURE
CONTENT(r)
. DRY
DENSrIY
(pa)
MOISTURE
CONTENT
(7)
24
24
24e
249
25C
e
I
Line AO.2 at
crid 38.5
Line AO.3 at
Grid 36.5
I-,ine AO.8 at
Grid 38
Line AO.B at
Grid 36
Line AO.5 at
crid 38.8
Subgrade
Subgrade
Subgrade
Subgrade
Subgrade
136.0
136.0
136. 0
136. 0
136. 0
5,9
5.9
5.9
5.9
5.9
0
6
0
4
z
L32
131
131
131
131
6.8
6.6
6.L
6.4
o.z
97
97
96
96
96
sJ.ightl-y
Silty Gra-
velly Sand
sI. sil-ty
GravelllBand
sI. Silty
Gravel116and
51. Silty
GraveUl6and
51. Silty
Gravellysand
E FULL TIME OBSER/ATION tr PART IlME OBSEI{VATION
nii ilr'Foir pifjr}fir (pxD€ trrt|4t Ar l Fetrtl of olrt (tsrFr' rx|6 ('f n|l n,aaruftal. rc lAvf nfl rru -oll llr cltnR ';to'l m cdJrm,,f' lPltYn{l ftf
m3lr1r1 tOtL Orrr"rg115 1;rq1 AxD rrqsltrt m rtl. xr1, nU rr.rs m"X'Uh iiiiifni.f A-prf oEFrMt&l -OFFiArXt6. lr5rS /r,t U nt Of nrf trt G]Y
ls sutr,tD Hrrfisrkr ro c{rnlrE tr-n or*rFvtr: Jur*.I{nr. rt:l rxra frT& ii'f-irr dtiri rlx oflxx}.s o+l srlrllnJl nt€ rltl ulEnt if[orr^rp6'
ilE HtrcT.EAR D€.EOuEEn MEnm Or IESnr$ WAr USID tN SUgSnruL ACCOffD NCE WIIH ASIU 029c2 Ar{0 DJo17
PREUMIi{ F/ OBSEF/AIONS A}{D/OR TESr RESULTS \ERttALLY REPORTED TO:
PROGRESS REPORT Tests \4rere perforned on the structural fill being placed for slab--
on-grade, Level One, Nevr Structure, Line B to Cf Grid 36 to 39.
coPrEs Xttl?"'rP'B:i.t'fi:i::cture,
Anderson & Ilastings; ldr' Cary Murrian;
PCL Construct ion, - Attn: - -lt'lr. - Dcnny ArmourI
l.lRS Consultints, n ttn: Mr. Les l1ooo;
B.Carr
FIELD OBSBUER
S.L. Pawlak
APPRCryED FT
Chcn€Nonlrcm.lnc Crdrui [4lr| ei sffi
REPCRT OF FIELD NUCLEAR DENSIfi TESTING
^' l l{rru|t ?rrrfEtEa l! arrxtt nl nnE |}o qrltltl ,rl lrtrtll| rq 3.r4na At ttf ootlQqlulr]T'?rr c qt cr'fiTf, l,{l amIig rl'l tti nf,'Elp
ttt r ttattr.t'tt tttt€tlrc' .'l r*ruclt tt(^l 0,r irr{t' o' nxriir- o*iinid'irilir-irl -rrlnrx'-irltola' $rr(t: ri'l r( lrf,trD t' lfnr n:nlr !
qrttrnl, ('ll.lt orrll ,fwr{||,ttl ,Jr( l.tllfD lu tl flltltx\
^
ff+.. r r,.Ffff f lr-" r.r'r-r..
- '. .r-.-. a ?-l
TO: TOWN OF VAIL JOB NO. 4 39.8 90 DA'IE: B-2L-90
Attn : l|r. Stan Berrymanp.0. Box 100
r'r'rrJrrrrd'r o{LY REPoRT No. 55 sHEEr 3 0F 8
Vail CO 81658-0100 D{VO1CE NO.
PRAJEGf Addition to Vail Transpo?tati'on Center, Vai'l , Colorado
IEST
NO.LOCAIION
DEPfi OR
ELEVANON
(FEET?
TAI}OT{ATORT RELD
PERCOII OF(Rolnvq/
TAXUUU)@IAI€'
SOIL TYPETlN(MUM
DRY
DENSfi
(pcf)
OPnMUM
MOISTURE
CONTENT(x)
DtrY
DENSTTY
(pc-r)
MOlsruRE
CONIENT(z)
25L
252
253
254
255
256
257
Line B.3 at
crid 38
Line 8.4 at
Grid 36.5
tine B.8 at
crid 38.5
Line 8.3 at
Grid 37
Line B.8 at
Grid 36
Line 8.5 at
c,rid 38.5
Station LGr50
Subgrade
Subgrade
Subgrade
Subgrade
Subgirade
Subgrade
Footing
Grade
136. 0
136. 0
L36. 0
l-36.0
r_36.0
136. 0
1_38.6
5.9
5.9
s.9
5.9
5.9
5.6
L32
132
L32
132 3
L32.0
L32.I
L34.2
L
0
3
6.6
6.7
6.6
6.3
6.1
o.z
5.2
97
97
97
97
97
97
99
SlightJ-ySilty Gra-
velly Sand
sl. Silty
GravellySand
sl. Silty
Gravel-lySand
Sr. Silty
Gravel116and
51. Silty
GravellySand
sI. Silty
GravelllrSand
B&B -3l4"
Basecourse
Michael Bartrer Architecture,
COPIES Attn: Mr. Scott Ward;
Anderson & Hastings; l{r. Gary Murrian;
PCL Construction, Attn: Mr. Denny Arnourl
URS Consultants, Attn: Mt. tes Wood;
B. Carr S.L. Pawlak
RELD OBSEFVER APPRCIVED Sf
Chen€Northcrn,lnc.
O.ritt|. la{3r| -ia t r.rt.o
REPORT OF REINFORCING STEEL OBSERVATION
|t a |rntrl|( rErtlErEr to clrxtL Df nrE ,|{, ortrtw\ ar |'txll! ,r( lrtrrmD rt $|1. ottr.Dlxr1|! rmtfrTt G Crt dI){Il ^'o x.'n6rl rDl Fdl 'R$-r*,x d sl^n1a,11t c1;€lrg ! (11 rx;n^cp ,l r oi ifo irri cur llfcri-B -rrir*ip- |t)rol<rl rEm rr?mnL S lfu:t nr E dFqm 6 "Trl lfJlllo 6
co.atfi! t rl,n olli.t ,f-ctll,||.}all Arf ,alillD lD H rnnrrl
r 'r''.- .. r..l'jjiEl r-t d !..'i;c.-
f.r. ||i. Clal lt^ a/F
TO: JOB NO. 4 398 90 DAIE: 8-21-90TOIVN OF VAIL
Attn: Mr. Stan Bemyman DAILY REpOKf NO. 55 SHEEr 4 0F BP.O. Box 100
Vail CO 81658-0100 lNVOlcE No.
PROTECI Addition to Vai1 'h:rnsportation Ccntcr, Vai1, Colorado
STRUCTURE Deck
Loc^noN Ell/ lloN
Rerronc0{c
coloro{Ts
wfinc L ltofu,toNrAL
Line A-8.9
Grid 6-8 Level 4
193 Rcxos #4 @
B" Ibttdn,East
West;
L29 RCIrs #4 @
J,2"Irop,East
West
110 Rcr,rrs#4 0
l-2"O.C. Ilop &
Bottsn,ltrorth-
Souttt;
3./4"S1ab Bols-
ter e 36" O.C.
sP€curc^ro s: srEr cR^E 60 Gl rus uso -
RE'f(ncwc ctr llLNEss: Clean EI srpe Druwllcs us
cII R^NCE
^fiD
Cot/ER As Required El comnrcron ronsro
sPt o e sPEcnc^rxrN! As Reouired El ruu-nue ossrF/ noH
BAR slJPFofiTE: Tf?€ - tr P Fr-rrE oosmf noN
FHFrI llPllCE COULPI IIC€ YesHoc'r ffi'm" #il,ffiffi ^.-ffi'*EX l/lt{@ RE-E(AIN@
PROGRESS REPOKr Reinforcjng steel alryears to be in general confo:rnance with pro-
I j"tt q>ecifications.
Michael Barber Architecture ,
COPIES Attn: Mr, Scott lrlard; Gary Murrain
PCL Construction Serviccs, Attni Mr. DennyPCL Construction Services,
Aflnouri Anderson 6 l{astings;
URS Consrrltants. Attn:
To: 195rp oF vn I L
Attrr: Mr. Stan Bcrrynan
P.O. Box 100
Vail CO 81658-0100
qlgyqcf Adtlition ro Vail TrnnspoTtation Ccntcr.,
JOB NO.4 398 90
DALY REPORT NO.
tlt\ otcE No.
Va.i1, Coloraclo.-
DAIE 8-21-90
55 SHEET 5 OF
I^bstern
srrPPUm ltlobile
SFEEFEATpN* sUAaP
t9ltD' c 4soo
3r_5rl An coi{IENT Aug 7?
AIITE}II IEIPERATURE R^}ICE 600 - 900F.
rEr
ML lnrcxMI IIG|(EIt(,.TIUE
IrArcltan
llu€
ARfiYEI)
TrlE
SATTP[.ED
RnioLtflloll
@UrfTER
DEOltl
RE\OU'ITN
@IJNTER
@llPt-ElKnr
cuBc YAr[}s
t-orD/clruut r E
lt 'tER AIng)
ol|.loNs
L
2
3
4
5
6
7
44
L19
1I7
150
t2
27
48
L687
L688
1690
1691
1693
L694
1696
5:35AIul
6:474{
6:59AIvI
7:O5Atvt
7:16AIvI
7 I27ANI
7:40AM
6:584M
7:L0A{
7:23AM
7:25AlvI
7:30AM
7: 45AIt{
8:00AM
7:28A14
7:45AM
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
B
l-6
24
32
40
48
56
I
L2
L2
I
I
U
4
rESTt{r su[?(tn)AR
corfit}|r(r)
tEr uflr
IECHI
(Pcr)
YtE.O
oolrcf,ElEIE'PE-
RAIT'RI
cn
REllAro(s
2
)
5
4lz
7.0
7.0
I40.2 70 4 crylinders cast
Sarple taken frqn hose
PROCRESS REFORT Sanple taken frqn trud< for qflinders cast. Time observed on all
trucks. Randcm slut[r test taken.
n rDr're Mi chac I llarber nrchi tccture ;
Anderson $ llastings; Gary Murrain
PCL Constructiolt Scrvlces;
URS Consultalrts;
B. Carr S.L. Pawlak
REID OBSERYER APPRSVED Bt'
ClrcnONorrhern.lnc Cdrrrlr{ trth-. -a sd-ar.L
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
At A tmA tEl?GDl D G{IXB t; Fttr ||.t g't'l'Yls' tu lt'|('rnr r,tf Irtr'TTtD a! r'f, c!.nfxrr|l Ff(t?'ttY ('. cr^ d rxri 'rr|)-AJnr,|ll^lrtl tDi nf-El-
rxr. d- sI rTr.txrtr oDtll,l ., c rrr cnt rrqa 0r trf,o rrF qr nJ'drrj-d-ii.itio rdriri-cl,t rmrf}| lr.tfi(t& s rat6 rrl DE D(tlrttD or lnrl lrllrltl E
OoiruTtll1|;l| qll|'i,Nil|Ioa,ftr llf EII.D tO ll lEll|q.
i.-r- . r,.fXttj-llrrr J ...rwr-
a6 b Cllllar aiC
CheneNorthcrn.lnc.Ca.:rlttri t tttxt ta s.tJ{f,
REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS
at a I'11.1 lro'r|ctDr to ettllfl lra tfiE ,rfr .|-frttrrr, Al- itFrrrT:r ^'rf lrDrTrro Ar nl orffnnur-_Ff''rrrY or dtr dlxra 4-o-4lnD\l'lrl'l tlr tutrl-
rD. r srlrrrftrtl oor.qrrrr.r rfr frrlrgt! rrrx <rt rro*rt € qrt mr.orri-d-rr:irirto lTxi€ crr t[tltx Al?no/a- sltt'lrt tlll Dr DllFGD tr t EJn€ 6
oorttrtt tAttt oDtr tn rllxtt pa n t ft x tf,fte
^ "r-r.' d rlfTlFlrt- r. 6r-d-
r.i |..' .lltll{ a./ao
TO: '1gry1r1 otr vArL JoB No.4 398 90 DAIE g-2L-90
Attn: Mr. Stan 0crryrnanp.O. Box 100 -DALY REPORT NO. 55 sHEEf 6 0F I
Vail CO 81658-0100 tl.rVOtCE NO.
qBqlqCT Athlition to Vai I 'lra rrspolt,at i on Ccrtcr., V;r:i. 1. Cololado.
Wbstern
slrPPun l4obile
sF&rDiID$S: SLUIP
ru t.o. C 4500
3 "-5"llll @t{tr}lT Aug 7?
AraolT Ia|PER^TURE RANCE 600 - g0ol..
IESTt{}TruC{ITI rrcr(Ertp.TUE
E TCfltD
lluE
ARRryg)
'nuE
s ltPttD
RnOUfiPfl
@UNIER
IFOfi
RE\DIJ'IIOII
C(X'NTER
@UPT.EIXXY
C{,EN YIGt-ilD/
cuuuL^rt/E
WA'TER ADOED
oAu,ot|s
I
9
L0
L1
L2
13
14
49
54
44
7L7
l.s0
100
119
1698
1699
1700
L707
L702
r.703
L704
7: 53A[,I
8:01AM
8:114M
8:2l.AM
8:314M
8:41AM
8:484M
B: 05A[,I
8: L5AIuI
8:23AM
8:3144
8:45A14
8:58AM
9:05A14
As Req
As Req
As Req
As Req
As Req
As Req
As Reo
As Req
As Req
As Req
As Req
As Req
As Req
As Rect
64
72
80
88
96
104
112
4
0
4
4
I
1 gr
t{L su[?(sr)^nooftrtilT(:)
WET UMT
UEOHT
(PcF)
Y[U)
CONCNEIE
IEIPE-
R^NNE
co
nor ro(s
PROGRESS REPORT
See Sheet 5 of I
.optF\ Miclracl lJarbcr Architcctul'c i
Anderson G Itastings; Gary Murrain
PCL Construction Scrvlces;
URS Consultants;
B. Carr S.L. Pawlak
RE1D OESERI/ER APPRqVED Ef
TO: '1gsv* Ot: VAI L
Attn : Mr. Stalt llc r.rynan
P.O. Box 100
Vail CO 81658-0100
lSqfECf A(l(li ti on to Vai 1 T'riursl)ol'tat i.on Ccrrtcr..
JOB NO.4 39s 90.
DAILY REPORT NO.
tN\olcE No.
Vai. 1, Co l.or:arlo.
DAIE 8-2L-90
55 SHEET 7 OF
I/{estern9M r,k,h.i.le
SPEfEATIOiIS. SLUIIP 3 rr-5rr
IIx t.D. C 4500
Alll cot{IDIT 78 Aug
AUUENT TO|PEIrATURE RANC€ 60o-90oF.
lESr
NO.
rnircrMI ICTET
t{o.
nu€
0ATCl€)
Tlu€
ARNWD
.NM€
SATPI"E
RErrcUfiF0l
@IJ}'IER
EOIN
RE\OTJ'IION
COU}JTER
couPLEIloN
;I'BC YAREr9ro/
CUUUTAIIVE
w IIR looGDq uon6
15
1.6
27
44
1705
1709
8:55AIt{
10:06AI'1
9:23AM
10:20A14
9:30AM As Req.
As Req.
As Req.
As Req.
t20
L28
5
0
lEsrt{L sll,lf(nr)ln
ootfiE}r(r)
UET UMTumlft
(Pcf)
11E-O
coNorE E.IE'PE-
RAII'RE
cF)
REU tU(s
15 4 314 6.8 140.1 72 4 Clzlinders Cast
PROGRESS REFORT Prnp in use. Total Pour Mjx C vias "128 ydrSarple taken frcrn truck.
^^,"r.'e t"lichac I l}arbc r Architccturc IuvrrD Andcrson & ltastings i Gary Murrain
PCL Construction Scrvices;
URS Consultants;
B. Carr
FIE1D OBSERI/ER
ChenONonhern.lnc Cd:tht t r0l|.-| ana S.r-lt
REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS
A! A lt|lrt tDtfEE Io.trxlt nt nnE ,ro dEr?lwt at irFn:r ./rt tirrrrD ar Dr: ootrD.Itl_J|fid'r'ilY ('. dl d ftar:t llo-rrltnotll^tDl trt 2i'|(EA-
n0. 07 rt ttrttTlt oDrtr.llrrlr cr frruc,tr rirx oi rto rrt€ orrr rtlno#-d^riiniD'trjrlt-ui wtlt]l ,'ffftllA- lrltlrt vu D( ocrcrD (l" ,rrtll rE ll€ B
dtrrE ttar;l| clrll t rrr{lt xrt t.itt lo lt |lr|l|(l
^ '.rllrr d r.FiFlr* .. ...rr.b
?6 tar. alllaa .,/|O
Chen€Northcrn.lnc,Cqdfi h3h.-r dla Sdrlt
REPORT OF CONCRETE PL\CEMENT OBSERVATIONS
Al a |.trr,( lldrEtrt| tto au]ltt, ltf arE arf, q|[rL!rt al rfFr[rr .nf tFrlttt, ai rtf @aocnrrr fao'?itY (r (ln ct f]"t l'o Al'nl)an^t' fl nltrA-
rxr. q rf rrrr.rrt:l corarrrr.r (r rrnFcnr rrrrr ci rtcrdr{ qr ntrurrj-d-rdnio lrrxio -cn |trtrut ,rtlnor& s.rll'tlJ Yrl D( E lltD r rl[l lflf]r 6
cDrTulID lrllI cnlt ,firf,rxlr l'|f ,arll,It lo tEll€,
^
,r'F., r-lTiii-l rq d ...,r-i.
?ri L.. qaltL /to
To: 1gp11 orr vAI L
nttn: Mr. Stan l)cffynarr
l'.O. Box 100
Vail CO 81658-0100
$qqq A(l(lition to Vail 'fransl)or.t.tti.on Ccntcr..
JOB NO.4 Jgs 90
DAILY REPORT NO.
ltwotcE No.
Vli I , Colorarlo.
DATE 8-21-90
55 SHEETB OF
sPErnAnoil$ g.r,raP
uq uL A 3000
3 "-5"An coME}{r 48-89
AISO{T TEIPTR^TUFE
Western
strPPiJa l{obile R^ltc€60"-90"F.
TEST
M'.Tn CXMI IO( T
NO.
nuE
oArcHEl
ltuE
AflnryE
TIII€s rPr.g)
RA,OUnF|r
@unEn
OEOIN
ttEwtxro
@Ur.TER
couH-Enot{
CU&C YTGl9ro/
Ct UUtAlIr/E
w 'tER ADO@
oAuJq.as
L7
L8
t9
20
2L
22
54
46
106
54
114
46
L707
1708
LTLI
r772
1713
T7L4
9:214"1
9:314M
10: 46A[,I
11: 32A14
12:00PM
L:04PM
9: 32AI.4
9:46AM
LL:0BAI\{
11.:41-AM
1"2: L0P[4
1:21PM
10:05A!1
As Req
As Req
As Req
As Req
As Req
AS Req
As ReS
As Req
As Req
As Req
As Req
As Req
B-24
16
24
3L
39
5
8
5
0
0
lEr
ML
su[?(nr)ArR
o(xrE{r(r)
tEr $rrwtr+ft
(Pcf)
tlg,.o
corrcf,EIE
TEHPE-
RATUnf
cr)
Rf,Ir^TII$
18
L9
3 t/+6.2 140.8 72
5 C)zlinders Cast: One for Early Break of
Beam Pour, Balance of Concrete Truck #46
returned, over 90 minutes. ltucJ< #54 re-
turned, over 90 nui.nut€s.
PROGRESS REPOff Sanple taken frcm truck. p1nrp in use. Total pour of A lvlix is 45 cry
r\,.ors.e Mi chac I llarbcr Arclti tccturc I
Attdcrson I Ilastings; Galy Murrain
PCL Constructiotr Scrvices;
URS Consultants;
B. Carr S.L. Pawlak
RET.D OBSERI/ER APPROVED FY
Clrcn€Norilrern.lnc.C.n d{l|g f,rgltt{. o.)d 5'.J{|lt
REPORT OF CONSTRUCTION ACTIVITIES
AS A ||,nr,rf nmrf6r[.t ro qfr.rs, Iri: nnE l,r) fEalwt Ant[nrs ^r€
3urrrrrn] a5 nr ftrartxna frdrtf/ cf' o(! Grr'r3' l'o a/ng[ufn n)i atl u-
rr f stlnll,rrrs, cfauglrt oi rxtra:li rF.x on FtoA,rtt{, cur ntxrirs-r iu.rr.ni nirutno-orn rmlu frrf sit!w] ru E u5ff' 0f {[r n:ttlo 6
c(^rttlrtlt itl.tsS omli lri^ra|I,|ns ,rt rlruD lo lll f,fi|lro.
^ "5!r- ., rrt lllll lF|. or oqtcrr
td'| t5, craror^ a./eo
fu: T6WN OF VAIL JOB NO. 4 398 90 OATE: 8-22'90
Attn: lt{r. Stan Berrynan gALy REpORT NO. 56 SHEE; 1 0F 6P.O. Box 10O
Vail C0 81658-0100 lNvolCE NO.
PR(}JECT Addi.tion to Vail Transportation Center, Vai1, Colorado
WEATHER CONOffiONS At{D TEMPERATTRE Clear, partly Cloudy, 70oF.
CONIRAffOFTS CONSTRUCTION ACIMNES
PERSO}INfu
liLtJOR EQUIPMENI:
lclTvmE$
CHEN-NORIHERN'S SIIE ASIMNES Full-tire Obsenration, Testirtg and Inspection:
Concrete being placed over 2r' ilsulation and 6x6 wire mesh, Level 3 Deck, for ten-
ant spa.ce, Iine A1.4-8, Grids 11-15. Reinforcing steel bejng placed for Beam, I-eve1 4.
Itesting of asphalt tltat is being placed norttr side of South I'rontage, Stabions 10+00 -
22+OO.
lt'li chae 1 Barlter Architccture 'uurlL> Attn; I'lr. Scott lVard; f,11y Murrain
PCL Construction Services, Attn: Mr. Detrny
Annour: Anderson fi l'lastiltgs ;
tlRS Consrrltants, Attn: lvJr., Les Wood;
B.
Rf].D omvEn APFft&,h;"H+"k
Chen*Northern,Inc
-rdha rt!{rrt -a sd..'t -..
REPORT OF REINFORCING STEEL OBSERVATION
r, l rrnlA t,irfctDt m orrxTr, f'r E xr} d,trt|lll, ,tl |ttcrrt rft ltrrmD |s nf oofntxlt t _rit w or oltt clDftl l|o aJl]Edlm{ tE P1J|| r -
m ', !t^,,r.r{tl o'.'r ur.{t oi rxnt..cn rrr:r,t tr,r rro ror.r crr rroin-n--riinio- rooeri-or rrnrrx rfttovtr- ranE' ru E rFqrt f r|Ttr IEn€ 6
corlr|tD u(l'! olllu lniu€arlrflt lJlf ,6.IIl lo H rafirr.
a t*i- ., *lTlmr-f .. ornrr-
t'6 N.. c|.lltt afto
TO:'t0lrN
Att :
P.O.
Vai 1
PROJECT
OF VAIL
Mr. Stan Berrynan
Box 100
co 81658-0100
Adclition to Vall'Iransportation
JOB NO. 4 39-8 90
OAILY REPORT NO.
[.,{volcE No.
Vai 1. Colorado
DATE: B-22-9O
56 sHEEr 2 oF
Ccntcr.
STRUCTURE
!m rpt{El.Ev^notl
RSIFoftCtr|(i cortlo{Is
wrnc.,\L HO{dZO{T L
Line 82, 8-Ll-IeveI *4 st5rrups
e LB" o.c.
6#9 Equally
Spaced, $op tc
Bottcm
090#9x1'0u' @
48"O.C.to St4>-
port Top Bar
2L"Bear Bols-
ter @48" O.C.
sP€CUXmqG: SIEIL GR De
Rtrtfuclllo Ct.E |{t o{Esrc
ctEARAr|cE ANO COVER
sPuc$tc sPEcrt Tnt*
BAR $JPPORTS: T'PE
M{FH
60
Clean
As Required
As Required
Cltair
2"
Etr purrs useo
El snop Dr nNcs usgl
E comnrcmn romeo
El ruu-nur ocsE U noN
El prrr-nre o{rsavllox
hPUCE COIrIP$}ICE
UET PROECT UET PRq'ECT
nEt|(rl REqnnolofis DA1E
RE-OCATITI€Dwto,t Nru[Y rw]lEO\TN€D RE-EW{I'ITD
Yes
PROGRESS REPOKT
Michael Barber Architecture,
COPIES Attn: Mr. Scott lalard: Gary Murrain
PCL Construction Serviccs, Attn: Mt. Dcnny
Ar-rnourl Anderson Q Ilastings;
tfRS ConsuLtants. Attll: It'lr. Lcs
Chen0Northern.lnc.cqrr(,na [tClt-r qta sd.lr.lt
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
A! A r..rnx. tilrrE Eir to cttta?l' Dt E |lo d:tllft al tflFolr:t ^it s.i.frTD at rlt: c(tfnorr|r lro'rtTY or ort tl frr:l T O- Amo.llrlD' frl Ft,llr -ru, F ryarrlrrrrtr (DrerrElr rr rxrircr3 rrq, (f rfq^f,r€ ur rurrlj-d riiinio -n,rp-q,r rrnlrx rvY'ort sllt'|tjt vrl De D(]!do r rrftr ftJl}E B
oorurot urar.I clllt ,rnl)axl! ,ta l.lI-D ro x lltlxc
^ 'r-i.- r r. [i]'iir-lr" r1 .''r1*,*'
tc r\ CLll.. .,/ts
To: 19p11 ot; vAIt, JoB No. 4 g9s 90 DATE g-22-goAttn: lvlr. Stan llcrryrnanI'.0. Box 100 DAILY REPORT NO. 56 sHEEr 3 0F 6
Vail C0 81658-0100 ltSrcrcE No.
lEqlECf Arkliti on to Vail 'l'Tansl)ottat i on Ccntcr. Vlil. Colorltlo.
Western$Pnm uobile
SPSlfEATprlt$ 3r lrUP 3" _
rxr LD. D 3ooo 28-davs
5"An coffIE{I 4g - BB
AISEHI TEIPERAIURE RA}ICE 600 - 900
IErlp.TNUCX
ML
no(Er
t|o.IIUE
ITATCHED
ITUE
Arob/E}
TUE
s rPtE)
RnOUtfXN
cn{J'flr-R
trout
REVOU'IION
OOUNTER
q)UPI.ETION
ar&c YA&)s
t_$D/
cuUuUlrrrt
WAIB ADDq)
cALt NS
1
2
3
4
5
6
46
54
100
11.4
44
100
1723
r720
L727
1730
1735
L737
6: 51 AIul
6:36 AIvI
7:23 Ali
7:51 AIul
8:3L AItl
9t22 AM
6257
6:56
7 245
8: 15
9:00
9:35
Ai\,I
AivI
Al,I
AM
AIVI
A[,1
7 zL5
7: 58
8: 35
9:20
9:48
Al,1
AIVI
AlI
A[4
At4
As Req
As Req
As Req
As Req
As Req
As Rdq
As Req
As Req
As Req
As Req
As Req
As Req
1
I
16
24
32
40
3000 Grout
26
5
15
15
5
lErlII sll[?(0r)AN
corflEilr(,
tEr ulirtffHr
(Pcf)
Yta.o R€ll^f{(s
2
3
4
5
6 314
3 1./2
'6 3/4
2 t/2
115. 9 70 Four clzlinders casti Sarple taken frcrn
prrq) hose.
Slurp at hose=S". Slurp at truck=6 3/4"
Requested by ormer represtntative,
Les l{ood
PROGRESS REFOKT Tine observed on all tnrcks. Total pour 40 yd3
...rorre MichacL llarbc r Architccturc;
Andcrson G llastings; Cary Murrain
PCL Constructiort Scrviccs;
UllS ConsuLtants;
B. Carr S.L. pawlak
RE,.O OBSERI/ER rppRono sf
' Chen€Nonhern.inc.C..-Jtltf tnC-. (n 5.r-fi4.
REPORT OF ASPHALT PAVEMENT TESTING
a3 A ramr.( pno||rctrx nr arxrl nf trr.E lr{, (rritltl It ifFutxt arf 3l,taTlfn a'i t|[ oc|rDtxtt,( tFtrlfY oF oun or]"r' llo aT rJln'flrx frt PLdxA-
rrir (v sr^trrl!.r':1. ct1{r rxr.. (n r xrrgcn r;(x oi ntq ^rrc cl nxiii's*iiiioio'-njrrp or,r wtu lfftwa- s'rsns iu- lE DcFqt! (r |fnl rEm€ rt
orfttnl, urt:t snrt ,[l.||I|lral! ,{r .rttl.o lo x lltlt l
t ".rr* .. o. (l rrrf-l r..r c cd'l-l..
frri |... c:arl tol r/'F
TO: 1ItnN OF \/ArL JOB NO. 4 398 90 OA'IE 8-22-90
Attn: Mr. Stan Berrlmlan DALY REPORT NO. 56 51161 4 OF 675 South Frontaqe RoadVail C0 8]657 tl.tvotcE NO.
PR(I|EC[ Addition to Vail fransDortation Ccnter. Vail- Co] n*'rtn
SPECIRCATION COMPACNON E MATERIAL
Ull{llt U A\rmloE CXn€ N-Pl.lCE IEtgTf (F
c(r\Emrtlxn co{|R clm
PERCAfi OF THE |IAJOITII DBISTT
IEST u)CAIXI}ts f,GRE SEICIID AT RANDOI N TCCM^NCE I|IIH ASTI' D JOI|L
rtPE
^l.llt
rlu$m (r oolPcnql uNITs L Stee] Roller,. - ' ' niqNrss a r""r 2u- 'l RrDber 'Ir_re
ru|Pq runE v E lu.r 2500 - 27}or - MIm of "jTF __l!_Iqtgg
IESTMI LmAnoil PA!6IENT
UFT
umR^rFroo|srr(Fcr)
lfvtEu
M,ctEAft
FELD
D€rrsITY
(r'cF)
Nt ctE aq.P,c[n{
(r)
OOREII'I TH
0N.)
ffi
FrEll)
DEr.asrv(Pcf)
@nrcoaf cnoN(D
1
2
3
4
5
6
7
8
9
Station 21+85
Station 2L+25
Station 2Or50
Station 19+75
Station LB+50
Station L7+87
Station 16+79
Stagion 15+20
Station 14+40
Bottcrn 2"
Bottcrn 2"
Bottcrn 2"
Bottcm 2tr
Bott€m 2"
Bottcn 2"
Ilottcm 2"
Bottcrn 2"
Bottcm 2"
150r
l-501
1501
150r
150r
150r
1501
1501
150t
143. L
r43.2
145.9
L43.5
144.I
L44.9
J.42.7
143.4
144.5
95
96
97
96
96
97
95
vt
96
B n LL ilrE GERr/ TlOl{ B pArr TluE oTFERVATXII
ntt f?dit pif:{flrt oPrmnar flnr|fD as A msrrr F otn (nrtw mlt o. p^wrfxt coa|stnr[rlt r 4At!.- n!!Fn ofl T}€ ooaarnrcl TO CO!!111E??tYr€ n|{
Rrr rrfD c('.nrrw r1\xr rrr^e€ nrE nrf.s r,rrlr troGJntr s lsr'ijffimia-ieiirirrii- tt-sti l!tt-!!y,x d tllE P^w!tF alY a rq[vrD Errt6'^fr
roc f,rlrt crn orr rytrs Jurcryr xr. ]rsr tvul fae ror lrt s(tf n^gs rri1nirrs-<i.i-iii'6-fi tttt piwtr-rrr uuts sPtttlE^Tn6" (E r''r ot,.xrY fE ts
golJlr E cs urur) Rrr rryr u r.rJn cdrr.urfD ro @Rf rxl(nft rr nrili iffiixia ;dtn-s€corttxr:i cotrnrtllnl At vurlrL 6 sfvu tlc^rDr6'
llfE MJCtr,^R D€|\asqfEIB rEnxro OF tESn C tN
^Cc[ru)AltCE
tyrm As|u D2SO Ytfltl coRE conml-ATlo|.s PEIIFORTE)
D{
'@tr}nrcE
WIrl{ ASIU Drr20
Nr.EtER elrr u{E Troxler MOo. 341L B SERITL NIUER 62 s'IAliDAff) O(rr{T
PREUMTMITT OG€FMATIONS AND/OR TESr RESULTS VERBALLY REPOFIED TO@
PROGRESS REFORT Pl-acqrent started @ 12:20 P.M.
Michael Etarber Architecture,
@PIES Attn: Mr. Scot.t Ward; C,ary Murrian;
PCL @nstruction Services, Attn:- Itlr.
Denny Anmur; Anderson & Hastjngs;
U.R.S.Consultants, Attn: Mr. les l{ood;
J. Hofftnan and
B. Carr S.L. Pawlak
RE.D OSSERI/ER APFRWED FY
, Clrcn€Nonhern.lnc C..r.dr,{ trCf}dr dd Sd{iLL
REPORT OF ASPHALT PAVEMENT TESTING
ls A surut pnot06rEil ro crrxE llf prnE |,o olrisflyEf, AI irr{'rnr frf s{rlfrtfD as nc{tflxxrut tROrrtTt t oun ctDfr' {o lm{l(ami r( AJH,TA-
trn oF starfuu{nl. c{rxttuorr! o. frrraas ft(x m sfo/{mn otn atl.tirs r lr:rnro n-m,no cr.n rntrttll lFPRorA- slraPus rJrl E oGFCx! f lfrn lE rDr, 6
c(la\r|Io u.Esr olrrl ,J!r^r€olxn| rlc ,o.wr fD n rfi|t€,
a ir..r.- I s.fittX-lr-r , o."Tcr-
16 r|.' Clf,lllA 4nO
To: rtr[,,JD{ oF \rArL JoB No. 4 398 90 DATE 8-22-90
Attn: Mr. Stan Berrlman Ec ^..-_ r75 South Frontage Road DAILY REPORT NO. 56 SHEEr 5 OF 6
VaiI CO 81657 INVO'CE No.
PRGTECT Addition to Vail [tansport-ation Center, Vail' Colorado
lEr
M'.l,roc Tlot.l P VEUefi
UFT
lllpR roffr
DE}6ITY
(PcF)
}|\/EEI,I
r/^RsH r.r
NT'C1EAR
RO-D
oE\6lw
(Pcf)
Nuct",€ R
:otaPtsnolr(r)
CORE
LElrflH
(rN.)
@RE
REI.O
D€}ISITY
(Pcr)
@REcafrcrph(r)
10
L1
L2
13
Station 1,3+1,0
Station L2+25
Station 11+00
Station 10+10
Bottcrn 2"
Bottcm 2"
Bottcm 2"
Bottcm 2"
150r
150r
150r
1-501
L43.2
143.5
143. 3
144.0
95
96
96
96
COpIES lLichael Barber Architecture, Attn:
titr. Scrctt Ward; I\4r. Gary Murrian;
PgL Construction Services, Attit: Mr. Den-
ny Anmur; .Anderson & Hastings;
U-.R.S. Consultants, Attn: l4r. Les Wood;
B. Carr S.L. Pawlak
REID OBSEIIVER APFROVED S'
' Chen€Norrhern.lnc cdrd.E tngh...r oia S.l-15.
REPORT OF ASPHALT MIX TESTING
^t A rlm|t ?twftc|r'l to culxtl 1''f nnE r€ clJtrlr,El A-t tftqrE flf :rf'Trrt 's nE colfDo"ut Pic"rtrr c d,l cuxrlr ^,o-,r,ntrrz^tDf'
rDi PUllJcA-
IrJl rr stAlrlrG oo.Er!:rr6 oi r^TMcE nor f ffo&orn cn rxiri-s-fi:x,nD -fiii;-qt WnPt ,lPtior r- sl4'Lcl mr E 0gfqlD 0r rFfi rEfiF 6
cr|''trttD uusl ('ntt ,4 rEt axtj ltf lruD lo H r,rdllrl
a.,-,i'- a r.[EiFl;* r.a.'-
t-'n |\ Cltrtlt .r/I
TO: TCT,JN OF \AIt JOB NO. 4 398 90 oATE: 8-22-gO
Attn: Mr. Stan Berrlrnan7s south Frontaqe Road DAILY REPoFf No' 56 sHEEr 6 0F 5
Vail CO 81657 lr{\OICE NO.
PRO.TECT Addition to Vail Transportation Center, Vail-, Co1-orado
PI-ACO,iENT LOCATION Station B+98, Right Side of Iane
SAMPUNG INFORMA'NON
suFruER . B & B TRUGK l,lo. 75 nc|(Er r|o. 112465 Mlx DEsloN GraiLing ETo$6 16.59
nu€ sAIEnEr 1 . 59 nu€ ARR|VED 2. 2S M nte=Zj:S_
REI.D TESNNG INFORTTAIION
rrE sArPtI Trxt}{ 2:31 S,r.r|PLE TE!run ruR€ 285oF- }fEATHa O,/ercast AR TEuPfi ruRE 75oF'
Sirr|PtllB Pf,GED(lE Taken frCrn aq61er at rear of paver
DfiRACIION - GRADATION INFORMA]
uEnno oF DcR crr,H c.entrifuge
KlsnnE C(}{IE{r
ASPiT LT OofflEilr 5.9 |
o€sE r lsPfl LT cu{rBfr I
t .58
roN SIf\iE
^I.IALE
SIEVE
lro.
PERCA
P Sglro
JOO U0(
PSCENT P SSlllO
JOO X
TO|-ER NC€
SPECIFICATIONS
3/4
t/2
2/8
4
I
50
200
100
98
86
66
52
18
7.1
r8*
r8E
r88
t8?
r6B
t3g
100
3B-72
25-58
I,|ARSMII lNFORli{AnON
l|urE of a.(rIs 50
CqPlgtpll TETPq IURE 250oF.
lo.1 l|oJ l'loJ AVERTtr HIX DESEN
EIIJ( SPEG|TE CR VTr
uNrT rffrr
STABUTY
Ft.ow
PERCE{T AR \OIE
PERCI}{I \OG RTI.@
PERCOT V.rr.
NTEOREIEAI. UMT UtrHT
2.421
15L. L
2448
18
2.429
15t.6
2483
16
2.429
151.6
2732
1.5
2.426
151.4
2555
L6
PROGRESS REFORT
Michael Barber Architecture, Attn:
COPIES I4r. Scott Ward; I4r, GarY flurrian;p(xJ'Construction Services, Attn:- I'lr. Derury
Arnotirt Anderson & H,astings;
U.R.S. Consultamts, AtLn: 1"1r. Ies Wood;
J. Hofftnan S.L. Pawlak
RE.O OBSERYER APPROYED B/
Chen€Northern.lnc.con JUn{ engh...t ond Cd.t'l'blt
REPORT OF CONSTRUCTION ACTIVITIES
ffi ntrx ,,o o.ft..wr:L Nr.11ry!!l
^FE
e,tt'tmD
^s
n'r co'r!1g1-.lrqlrry-frrX1trfte"ffiffitg"tlg;
'lr'r (r srlrrrt rt crtq rrqt6 - t;;i;ij-r rni 4 -+ly-ry Gn RiPfiT3 ts Rtlrttul trtt|0'r€ ofi r fltDl
ciriinn riirss orl't ^tirr€al{rtls
xrt ldll, lo Dl f6lre'
^ 'r.nr,r .. r'.flrtli-lt-r .t 6tar..
f.'.'ti rb. c|afor a/.o
TO: TOWN OF VAIL JOB NO. 4 398 90 DATE: 8-23-90
Attn: lt'lr. Stan Bcrryrnan DAILy REpORT NO. 57 SHEE1 1 OF 4
P.O. Box 100
Vail C0 81658-0100 ltlVOlCE NO.
PR(\JEg-r Acldition to Vail Transportation Ccnter, Vai1, Colorado
WEATHER CONOMONS AND TEMPEMTURE Clear, 70"F.
COTITRACTOR'S CONSIRUCTION ACIMTIES
PERSOT{NE.:
IIA'OR EOUIPMENT:
AGIMNES:
CHET.I_NOflIHER'{'S SITE ACTMTIES F\r11-tine Observation, Testing and fnqlection:
@ncrete being placed at Retrab Colunns, Level One, ecisting structure. Rejnforcing
steel fpr Beam, Ievel Four, Lirre B, Grids l-1-1.5. Concrete being placed sanle area.
CorpacLion of sserline and inlet, South Frontage Road and curpaction of structural
fill bejng placed over drain line, I€vel Ore, souttr of AO Ljne at 30.5-
VERBAL COMMUNICATION WITH CONTRACTOR, ENGINEER' ARCHTECT' OWNER
Ir'lichae L Barber Architccture 'COPIES Attn; Mr. Scott Wartl;53ay lilurrain
PCL Construction Services, Attn: Mr' Denfiy
Armour: Anderson fr Ilastings;
URS Consultants. nttn: llr. Les Wood
B. Cari. S.L. Pawlak
RE.D OESEFryER APPROYED BY
Chen€Nonhern.lnc.C. rfr,to artg/.r-. .i La-tL.
REPORT OF FIELD NUCLEAR DENSITY TESTING
a3 a qfllt|l FF lfEIE| Ttt alrxl\ Df rrttE ||() d-|uft\,rf. lll nt'f|Trr l,rt SFaTntt At r coTllxlw-frfinlY oa dn cl '(tft ^lo
amolifL4rDl mR n'iE -
lur 6. $Ary;xrr. orrrcr rr'(Drr qr rxl?rc;r rrrtl ff qfornoro <x.a nuririiin:tirvi-o mmrro f,t wttllDl rr'fnota- SrtfuJ wr'r aE D(fE'D f lfltr rtjTt€ c
oqrt.lnD t'l8 Onfl |^ lrqrxn ltlf fslu.D lo w rrlnlHo.
^
..!rr- d r'[Xifr-lc-r d r..rorr
trrrr r5. cuuot^ 4/r
To: TowN OF VAIL JOB No. 4 398 90 DATE 8-23-90
Attn: Mr' stan Berryman DArLy REpoFT No. 57 sHEEr- 2 oF 375 Souti Frontage RoadVail CO, 81657 tr.ryorcE No.
$qlEcf Adrl.iti on to Vai. I Trflnsport:rti on Ccnter, Vai. I , Col.orado
SPECIRCANOH COI4PACNON I MATERIAL
MINIMUM REQUIRED IN_PI-ACE DENSffY 95 X AS DETERMINED BI,: A.STM D.1557
CONSIRUCNON CONTMCTOR: B&B II<CAVATiTT9 TEST LOCAIIONS WERE SELECTED RY: ChCN-NOTThETN
TYPE AI.ID NUMBER OF EARfi MOVING UNrIS
TYPE AI'{D NUMEER OF COMPAfiION UNTTS
MEIHOO oF ADDTNG Mo|SIURE Natural
1 Front loader
1 Dual !{heel Roller
THICKNESS OF llFTAs Required
NUMBER OF PASSESAS Required
*BGBeIor^r Rough
f--- a ^
LOCATION * o"=DEPfi OR
ELEVANON
(FEn-)
IJ\BOF.ATOFNT NELD
PERCI}IT OF(R€rr[€1
ru)(D4,rr)
o{rt tE)
solL t'rPE
lul
NO,IIAXIMUM
Dtr/
DENSTTY(pcf)
OPTIMUM
MOISTURE
CONTENT(x)
Drr
DENSTTY
(Pc{)
MOISTURE
GONIENT
(z)
258
259
260
West of Sltrance Noz
S.D. Line C
West of Ertrance No2
S.D. Line C
West of Ertrance No2
S.D. Line C
51 BRG*
3'Bre
1I BRG
140
140
140
0
0
0
6.L
6.1
6.1
l_34. I
134.1
134.4
t.J
7.2
7.1"
97
96
96
51ight1y
Si-lty sandy
Gravel
S1. silty
Sandy Gravel
Si". Silty
Sandy Gravel
EI FULL TIME OBSER/ATION O PN{T TIME OBSEM/ATION
ltts fFoit Pmrrt t:t (Pttltl! ;!,nIlD |Jt A nf-rult S Or,i OFrtw^rr|.ut (r nrl Pt^atl'fxr. tf tq\/E ml|fo (r|,rxF "'lTn;To'i m camliuq 'A'rPLIt{r nf
rttaaarxom carr.rrcr|vf ttn',l l1o rr(En'lf m rrJ. (rr11o nlg nurs |r".r'uh'irrri-n;il c 'r'rint+r'arp.rnrern6. lt5E lFt 9'ot oF n€ ml o'_Y
As Er'w' rrarjs ilr rp qr,-. '. q.,, o*utlln :t JuuotLttal. nsr u t,\ f i;ti ';; tr.f d.Jc-rul orlxnrs or ftEltt|Jl lllt nrl utf-l]l 'tqrEAln6'
IHE NlrCtE R OeasqlEIB ugnm oF rESIlNc w S Usfl) tN SUIISIA}IIUL ,fCCOffDll{CE WnH ASIU D29c2 A}l0 DJOIT
PRzuMlMfil OBSFJII/ATIONS AllD/OR TEST RESULTS VERUALLY REPORTED TO: Les Wood
on the structural fill being placed cnrer
concrete storm drain and inlet..
coprEs xlill?" tr3i'3:i.t'fili5:ctu'1'c'
Anderson fi llastings ' l'lr. Gary Nlurri;tn;
PCL Construction, Attn: - -l''lr. - Dcnny Annortr;
llRS COnsrrltattts . Attn : Mr. l,cs l|lood ;
B. Carr
RH.O OBSET{VER
S . I,._ Pawlar
APPRCIVED TY
Clren€Nonhern.lnc.Cn:/tl/|o f'*sr -l S&|.}'t
REPORT OF FIELD NUCLEAR DENSIfi TESTING
at A wnlra Fitlcrrl| lo cttxrl n|t nrtr
^}to
uJ|trrvrll Alt Frt(frrt ,.Jrf srtsltvtr At nr: cDlrtoan r-Pi(trrrY ('. q'l cl [xra l]D amuiliArD{ r(f, lr'|arl-
rur 6 stllrurxs, ot'rcr urrr6 qr rnt crr tirrr oR trf(umt€ o,n *tro,fii' s*iirEnio miiiri-o-n rnnlul imfi'J^r- s^lr.rt: wu E D.g\ltl tr lrnr ltll]ro 6
o6nrnD (rllt slr|tt r^i$f,rar(rl rI rfi.flJ m rl llsl|rIr'
^ 'rr.- .. n'.1 l.llH lF.. d .rr!di-
a-i ,|i c|Ilt^ ./rO
To: TofilN orr VAII, JoB No. 4 g9B 90 DATE 8-23-90
Attn: Mr. Stan Berryrnan DAtLy REpORf NO. 5Z SHEE; 3 OF 475 South Frontaqe RoadVail CO , 81657 ttWOtcE No.
PRqrECf Addition to Vail TransDortation Ccntcr, V;ri1, Colorado
SPECINCATION COUPACTION & YATER]AL
MINIMUM REQUIRED IN-PLACE DENSIIy 95 x AS DEIERMINED [lf: ASTIVI D-1557
CONSIRUC'IION CONIMGIOR: Natkin IESr LOCATIONS WERE SELECTED Ff: Chen-Northern
TYPE AfiD NUMBER OF EARIH MOVING UNIS I Bobcat
TY?E AI.ID NUMBER OF COMPACTION UNNS 1 Dual l{heel ROl1er
MEIHOD OF ADOING MOISTURE WAIETIiNE
THICKNESS OF- UFTA= Required
NUMBER OF PASSESRs Required
LOCATION
DEPTH OR
ELEVAIION
(FEEi',)
uaoRATOR'r r ILLL'
PERCENT OF
(RETTfuE/
Lr$(u/(.u)
ogT t@
SOIL TYPE
ItSl
NO.},IAXIMUM
DRT
DENSTTT
(pct)
OP.tlMUM
MOISTURE
CONTENT(t)
DRY
DENSTTT
(pct)
MOISTURE
CONTENT
(7)
261
262
20' South of A Lileat 30.4
50r South of A Lile
at 30
60.33
61.33
136.0
136. 0
5.9
qo
13L.1.
131.6
6.0
6.2
95
96
SilshLty
SilQr Gra-
vel1y Sand
51. Silty
Gravelly
Sand
E FULL TIME oBsERvATloN n P lrr rlME oBsEFt/ATloN
rG rr.ffir tiifrtal:l q.D6 ru.|trr a! ir:il,tl or qn olsatw lrrr6 ()f ntt Fl A:tvf'tt. t'f rl^w ltfl ro,o rl|r ct,tntw;l(j't m crfTlrf lPla)lrio rr
Frroa1;.tl.gaD oqrprqrw tt;1t11 Ano rr(Eintf m tt1t. I tnf,o ltr,+s *r*tl'iih'irt*rlmrr c_itn d6[ trvlf€ -qtn rxi's llJrs l'lt r4 Df f rlE t!l o'-Y
as Errr,;, lfg5srkt ro cArnAIr q.a oarsutl6 Jultq,tr,txr. trst *t,r ^ri-'iiiti
'lr'i rdi nss lur ofrHnfis oil v"llllttJt lllE rllju u[ar3 sPtc'?rcalxt6'
THE }tt ctrAfi DE'lsouElER uEnm of rEs"nNc w s usED rN sul]fl ].ftuL AcconDl]lclE wlr]l ilsnr 02992 A]lo oJol7
PREUMtMff OBSFfiVATIONS A|lDlOR TESr RESULTS \ERBAILY REPORTED TO: I€s Wood
PROGRESS REPORT Tests were performed on structut'al fill being placed over draill line
nesr structure. Elevations were taken frcrn bottcrn of Stair No. 12 footing.
coprEs xi;ll?"'"11'3:i,t"ftli::ctureJ
Anderson & tlastings ; l1r. Gary lqurrl an ;
IrCL Construct ion, - Attn : .I1r. - Dcnny Armour;irils coiiirlifants,'Atttr: Mr:. Lcs ltlood;
B. Carr S.L. Pawlak
RE.O OSSEI|YER APPROYED FY
To: 191y11 or vn I LAttn: Mr. Stan Bcrrynan
75 Souttr Frontage RoadVail Co 8L657
PRO|ECT Atltlit i orr to Vni I 'h:arrsp
western sPsrE^no$* SuruP
stPPtR Irbbile llu t.D. 3000 A
JoB NO.4 398 90
DAILY REPORT NO.
ri.{\otcE No.
Ccntcr', Vai 1 . Col otaclo.
An cot{It}fi 6g-89
A'SBII TBIPERATURE R^NGS
DATE 8-23-90
57 sHEEr 4 oF
ottat i.orr
3,,-5rt
@ 28 dav 00-90"F.
TEST
ito.rnuc(t{r no(Er
NO.
1llI€
lrAlctt@
IlrE
lfnwEo
lllr€
s ltPtg)
R€I/OUJIXI0I
@IJHTER
EESI
RE}OTJ,ITNN
@UMTER
@UPT.EIION
clrDlc YArDst-oto/
CUUUI IIyE
IY IB lmg)
c^uor|s
L
2
3
44
54
100
1762
1765
1766
12z57Wl
1:06PM
1:48PM
1:20 PM
2220 PM
3:10 PM
As Req
As Req
As Req
As Req
As Req
As Req
8
16
23
0
9
rEsrln sll,lP(nr)An
@}{retT(r)
TET UflTT
UEOHT(Pcr)YA.0
c(titcnfrE
IEIPE_
R^Tt'Rf,
cf)
REllAru(s
2 3 3/4 5.8 139. I 1n 5 Qrlinders cast. Required early breakto strip beam.
PROGRESS RFSORT Sanple was taken frcrn tnrck; tire observed on all trucks.
,.\.",6rFe Michac I llarbcr Archi tccture IeurlrJ Anclerson G I lastings ; Gar:y Murrain
PCL Constnrctiotr Scrviccs;
URS Consultants;
B. Carr S.L. Pawlak
RE.D OBSEF/ER APPROYED BT
Chen0Norrhcrn.lnc Ccrlr|{ t }rfrr cra S.L{.t
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
|J A ramrl ?ErrGtDl E ctrxtl l|r ilrtt ltat (r.rtfwt' al ir't Tr ^ f, ti.T|TD ar nr co'.ft]' l--rnorrlTY or C|rl d rt"a ^|o
|t'ntroatgl trf Ft[-E -
rlri (7 narrrrrr.rl oolrlrx r olr txruct3 trrp ar Eo ^r.{ orrr arxiirj-a-iiinio'-njiio-nn rrntrx g'reovrtt- 3 l,'(I! lll 9c olF(Iito d- J/lD lDlT}rt lS
co.rinrD lrrlt o|ttt ,[a,3ttar{tl r |oitlt to x |{rr€,
^ '!rn - d r-lTltTlr.r et ...!r.nr.
tra xa {ll.. a./to
Chen€Northcrn.lnc.Co..rrlutE t'|gL|.r. o.d 5'd-,1r.{.
REPORT OF CONSTRUCTION ACTIVITIES
^s A r.rntt Fir'rltcmri to clrxla rrf, nnr |r|) qttFjwl 4r--l!r!!!l fr|( 3t {rrtrn As nr mrT|^,:xTul. lF "'trt cr 'rn o fnr:r' ^'l) rT}sttz lu|l foll ?rll iN-
rr", (r 3t;1,,-xrs, co.tLulm<r (11 rllRr.jrt rF(rr on Rtorr11txr olr *trmrs'din:rnrl mmro orn rratn:r 'ri'rddi[ sirta xu ot Dcfr[D of 'rrlttl]€ 6
corttttD ltLffs o'ntJi 1,!l t€lr,|E tnf, lrur lo ltl lEltlq.
^ 't'rn|- r r-fttf tf lgr or onrrarr
f..tn $., CI:lqlA a/t(,
f(r: TowN oF vArL JoB No. 4 sg8 90 DATE: 8-24-90
Attn: Mr. Stan Bertyman DALy REpORT NO. Sg SHEEf t 0F OP.0. Box 100VaiI CO 81658-0.100 ll.lvOlcE NO.
PROTECT Addition to Vail Transportation Centcr, Vai1, Colorado
WEATHER CONOMONS AND TEMPEMTTJRE ano - zcon
cor'rTRActoR's coNsrRucnoN AcrMnEs
PffiSONNfu
,ilAlOR EQUIPMENT:
ICIMIIES:
CHEII-NOflIHER!{'S Sm ACINIIIES Full-time Testing 4nd Observ4tion;
Concrete being placed for Level I Deck, new structure, Line A^B9, Grid 36-39, Toplift of asphatt being placed at the north side of South Frontage Ro4d, Station 10+00
to Station 22+00 and reinforcing steel being placed for w411s at Stair No. -10.
VERAAL COMMUNICATION WITH CONTRACTOR, ENGINEER. ARCI.IITECT, OWNER
Les Wood was advised of water being added to concrete,
Irli chae I Barbcr Architccture,COPIES Attn: Ilr. Scott Ward;Gar.y Murrain
PCL Construction Services, Attn: Mr. Denny
Armour: Anderson 0 llastings;
tlRS Constrltants. Attn: l"lr " I'cs Wood
R fer^r. . S.t. Pawlak
nd-b btFiERvER APPfittv'ED Br
ChenONorthern.lnc.Cdr..rltf tf|tfl.-t .tta sdna.H.
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
at A r|.tu{. aonclDa E al]txft, ni t!;E Arf! arttrwr' Ar. lfF('lnl ^n( tt.|lfil at nr cor-DfxTw-rnnFf|rr (I' o"r clf,xtt' l'o a'nDturr |.t |('tr^-
fu. a7 :rlmrttt @Nar,:r d rx|r.cn; rrirr rrr rf.ufir{ q,r mrofr"d^n-r-nio'-rrjiio-a,r lwttlx lrrForrl- s !'trg ru tr ott'€dD o"ttll lEllxo B
ooatrmt ur./ur of|rl ,aLnarfl ,f ,olllr.D llt lrltrl
A ir.'f' r r..[X]tilr..r a 'tr,h
t-ir taa GYll laa a./ao
TO: 1gryp Ol; VAIL
Attn: Mr. Stan Rcrryrnan
75 South Frontage RoadVail CO 81657
qlqUECf A(l(li ti on to Vai.l 'l'ransl)or.tati on Cclr tcr.,
JOB NO. 4 39s 90
DALY REPOKT NO.
lN\olcE No.
V;r.i. 1. Color:ado.
DAIE 8-24-90
58 SHEET 2 OF 6
Western spEcFEATp ssluup jn-Sr An g0flIE|tT 49o -.89o
sUP?uER Mobile rx tl. B jS00 AlnlElrr TETpEnrTURE nrIEE 60o=g0aF.
IEI
l,xr.
TnrrcxtIl.TP(EI
Mt TIlr€
BATCIIE)
nuE
ARntwD
TIUE
s^nH.g)
RE'\,OU'TFII
@ONIER
EOIN
RE\,OUIID}I
@arxrER
couPLEIO||
C{,DC YARE
t-o4D/
CUUUI,,\ITvf
w rB ADO€D
o^Llrirs
I
2
3
4
5
6
54
49
Lt7
100
44
114
106
L769
L770
L77L
t772
L773
111/|
I775
3:42 N4
3:47 AM
3:51 AM
3:56 AM
4:00 AM
4:11 AM
4:21 AItl
3:57 AM
5:53 AM
4:00 AM
4:I2 Nl
4:15 AM
4:20 AM
5:20 AM
4:50 AM
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
8
1
L6
24
5Z
40
48
T3
3000 crout
20
10
0
5
5
nsr
ML
sujr?
(Dr)
IET UNT
TECHT
(Pcf)
Yto-0
@lffilE
TE'P€-
RANNE
co
RDTAd(s
4 41 1.5 r44.0 70 4 Cylinders Cast - No Air Mix
PROGRESS REFORTT
Sarnple was taken frorn truck. Punp in use. Tirne and visual slump
observed on all trucks.
noptF\ Michacl llarbc r Arcltitccturc;
Anderson G llastings; Gary Murrain
PCL Construction Scrviccs;
UltS Consultants;
B. Carr S.L. Pawlak
RE'.O OBsEfrYER APPNOVED Ff
ChendNorthern.lnc Cr-tlfi tnth.d '|l S.ttiH,
REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS
ArAlJnxl?rtlErrtlDcuttll,ll(Ertr|tililr/riral|fFdrnrrtEirtnTltAirrlcorrrFTBl-toflrfrtrofcrndlt'tl'lroa'nnlztplmin'i'r^-tD. .. Jfarrf,rfl, @.clrr!r! o' rrlr.cf:i ri6r (;1 rto ifi,.o qa "1pofr'c.^ifrnio'-lrilio-cn
ranttll ltla(ta- :J||rlJ rrl d DIF(rD c 'rnr ffrlt E
o nrtrD tratr sl||t a*ff,t xtt lit ffrt lo x llllxll
^
,i!..'.- d l.{Tiij-ltr." .t .'r-J-
hti t\ {ll{ ../|a
TO: 1'9511y 0r VAI L
At tn i Mr . St an llc rrynan
75 South Frontage RoadVail C0 81657
qqlrECT Atkli.tion to Vail 'l'rarrsl)oltat i on Ccntcr',
JOB NO.4 J98 90
DAJLY REPOF|T NO.
tn/orcE No.
V;ri I , Col.or:aclo.
DATE 8-24-90
58 SHEET 3 OF
Western SPEFnAlpll$: srlJuP 3n_5'r An coNIE{r 4%_S%$m MObile LD( t.D. B 3500 Arao{r TEIPERAIURE RA}lc€ 600-960
IET
I'|(L
Tnrrcrt0 TO( T
Mt TIUE
&rvcl{tD
lruElnnilg)llu€
s l|nE
R8/oi,Tm
@{JI{IER
BEOflT
RE!oLT'IFN
COIJHTER
@uPumol
arllc Y ffi
t-orllD/
CT'MUI,ATIVE
witB
^Do@qAUJOaS
I
I
10
11
L2
15
14
119
49
54
tt7
100
44
174
t776
1,777
L778
L779
1780
1,787
7782
5; L6 Alvl
5:L9 AM
5:34 AM
5:38 AIvl
5:42 AM
5:49 AIr{
6:05 Al'l
5:20 AM
5:35 ANI
5;45 AM
6:00 AM
6:11 AM
6;20 AIt{
6:15 AIvl
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req.
As Req.
As Req.
As Req.
As Reg.
As Req,
fis Req.
56
64
72
80
88
96
104
8
6
11
10
4
0
1,3
tESr
HL
sul?(ur)^no(}fitltI(r)
WET UNTT
wE${r
(Pcf)
}IEI)coNcnElE
TEI'PE-
RAIT&E
cr)
RETTAfU(S
PROGRESS REPORT
-
See Sheet 2 of 6
n DrGrc Mi chac I llarbcr Archi tcc turc I
Antlcrson I Itastings i Gary Murrain
PCL Construction Services;
UIIS Consultants;
B. Carr S.L. Pawlak
NE.O OESERVER APPROIi@ F'
ChenONorthern.lnc Cdrdlhf &{h.-r qta S#tl,
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
at
^
rtnn trmErn ro crrxtl ll? ttiEr0ft ottltrri al ioxtrnr ^rrf
rf.ftflt ar nf co.ffr{Irr-trot'trfi r drt Cllxr* |r0 AmEi('^tpr 7()i n'ff^-
rD. o' 3r rrrf,trrl qrrurer (r rxfr.cr:! nrrrr dr rtorfira q. nnifJd^irrriio rriiorr-<rr rtflltt{ lrmor'rt- a'^lr"l tJ 7rl d flJ'or0 cf, rnrl rElrt{l ll
oor'ttnD trt !| ott|t ,r;,rrxTr llt r4l1D lo H rmr{'
^
ii.,r.- d -[ltXl* d rdlrprJr
16 h CLll{ ./lO
TO: 19ryp 0l: VAILAttn: Mr. Stan llcrryrnan
75 South Frontage RoadVail CO 81657
PR(\TECr Atttli t i on to Vni 1 'l'T:rn sl.ront rlt.i. on.
JoB NO. 4 398 e0
DAjLY REPORT NO.
hnrclcE No.
Vrri. 1.. Col or:arlo .
DATE 8-24-90
58 5HgEr 4 oF
Ccn tcr'.
We stern
suP?un Mobile
SPItrEEATPIIS: 3LUllP
uD( r.D. B 3500.
3fl-5ir
^lT AgO|r TOIPERAruRE RAIICE 600-9ooF.
lESrtp.rRucl(MI ncxEr
Mt
Tn€
8 Tcfiq)
TIUE
ARn s)Tt!€s rPt@
Rf\r()ljtlrcal
@{,NTER
EDIN
nEvourTloil
@rJxtER
@uPt-EIlo{
a,Irc YA&ts
a_oto/
cuuurr$wE
wAlB too@c l.l'oNs
15
16
L7
18
19
20
2L
.106
119
49
54
777
100
44
J,783
7784
178s
7786
7787 -
1788
1789
6:11 AM
6:22 lM
6;26 AM
6:37 AItl
6:42 NI
7;04 Alvl
7:30 AIv|
7:05 AM
6:52 AIt{
6:50 M
6;52 AIv|
7;50 AIvl
7;52 iarl{
7:55 AIt{
7;15 AM
As Rqq
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Beq
As Req
As Req
772
720
1,28
736
L44
J,52
160
5
0
72
8
0
rESrin tu[?(rlr)^nootfrE{r(r)
IET UH.tr
TECHT
(PcF)
tlB.O
@ilcnHEIE'P€-
R TTfiE
cF)
RIXATU(5
I6 s\742.3 72 4 Cvlinders Cast.
-
PROGRESS REFORT Sample was taken from truck. Punp in use,
Miclrao I llarbcr Archi tccturc;uvrllr Arrdcrson & llastings; Gary Murrain
PCL Constructiolr Scrviccs;
URS Consultants;
B. Carr S.t. Pawlak
RE.D OBSESilER APPROVED FY
TO: 19p1,1 Or: VAIL JOB NO.4 399 90 DATE 8-24-90
Attn: Mr. Stan llclryrnan
7s south Frontage Road 'ALY
REPoRT No' 58
'HEET
5 oF 6
Vail CO 81657 thr\rOtCE No.
PR(UECT Addition to Vai. 1 'l1'an sl)olt:rt i. on Ccntcr^, Vai. 1.. Coloratlo.
We s ternrymm Mobile
sP68rcAlx)lt$ gu,laP
llD( l.D. B 3SOO
3rr_5rl l{r cot{IE{T 4en-8%
AgE}iT n1IPERA]URE R^tICE 6oo-9ooF
TESTlp.Tnrcx]4.IP(ETt{r.nrr€
AATCHE)
nu€
A88ilED
II'E
sr0tPt tD
Rf\ou,Inil
co{Jt{IEnro0l @UXIEN
@TPT.EDO
:uBlc Y &)3
t-orol
Clrtlut IIvt
YAIIN ADOEDgALto.as
22
23
24
25
tt4
106
119
49
1790
779t
L792
1793
7:45AM
7:51AM
8:03AM
8:40All
7:58 AM
8:15 AM
B:20 AM
9:00 Alr,l
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
168
1,76
184
190
0
8
(
IErts sll,lp(|lr)lnc$|Itr{r(D
WET UNTTwmflr(Pcf)Yta.D
coircRElE]E'P€-
RAIURE
cr)
RfrAtu(s
PROGRESS REFORT Total pour 190 ydr
r*,p's Michac1 llarbcr ArchitccturcI
Arrdcrson & llastings i Gar:y Murrain
PCL Construction Scrvlces l
URS Consultants;
Clten€Northcrn.lnc
oo.alflE uar.I otarl lrFlf,mxrr x ,{'att lD l| fFnlrl
a "i.r.' d rfi]iiTlr.r .l r.!r--
7ri| t\ Oatl.. l./F
Cdrrlrr|f t4f|.-r tta S#r.{,
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
ffi( ,.'.rE x. d,.rlv* {r--lqt!1q1 .^t 'F nrn a! nr: oo.r,flflut rt tttr' f .'^ ct f"'* Aro a'nrrcrrDl 7n tui-r^-
tDr t Srttratxtt' rttutrr- .tr fxrl.ctlt nrq. (t ttto'raltF ar nlnit'd^"ri-nil'-rrjnrrc -<rr ratlrx Fln<ie- s l'1" vrr. DE Dcr'crD or lfrIl ltJrt€ lt
TO: 'IOI1rN Ol: VAIL JOB NO.4 39g 90 DATE 8-24-90
Attll: Mr' sta' llc'rvtnan DALY REpoRT No. 5g sHEEr 6 oF 675 South Frontage RoadVail C0 81657 lr.tvolcE NO.
PROTECI A(l(lition to V;r i. l 'l'Tansl)o1'tirt iotr Cctrtcr', Vni l, Cololado.
western sPErrcATplt$ SLullP 3tt-5tt A||t coilIE'{r 4%-8%
suPruEn Mobi.le llD( r.o. A 5000 ArEo{T TETPEftAruRE R ltcE 60o-90oF.
10
5
6
8
4
8
L6
z4
31
34
Req.
Req.
Req.
Reg-
As Req.
As Req.
As Req.
As Req.
As Req.
As Req.
I
2
5
4
5
rt7
44
LL4
44
46
10:00
LOl.24
11:13
12:25
12:56
1L :05AM
1_794
L796
1797
1798
1,799
9:38 AM
0:08 AM
0:58 AM
2:09 PM
2:,43 PM
3 s/4 L42.0
Sanple was takenall trucks.
frorn truck.Purnp in use.Time observed
r,.riDirc Mi chae I llalbc r Archi tcctu lc ;
Andcrson I ltastings; Cary Murrzrirr
PCL Constructiolt Scrviccs;
URS Consultants;
ChcndNofthcrn.lnc.Cdiruq t gb.-r a/ Sdbira.
REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS
L A tantl ?rnEtu to alttatl lra Fft rxar (t.Ftw3 al, ItF('xr ^nf, lrtrrm ar tti: @'rlt|rr^t-i'FdrlrrY G. crtt (r flr|lr l|''o Am(tll^rp\l txn ltlrLEA-
,E ', 3rarrrrx?l oo,clt'r! o.r rnr c,.. n6r (t ^tq,.'€ c- *rrr#j'a-fr-ii.rio^rtjlin nri -rnntx At?not'.l- srr{rt vrl tr txF([tD r 'tnrl rfjt]r' 6
rartE t lrtr oDlt rfia5lrlfl lf, ,srf,r|l to tl tt$trl
A 'ri.- d r.. (-fffll-lr.r '. ...'trJ-
a.i L.. Crrll.. a/ao
Clrcn€Northern.hrc.Con.dltrg f,nolr}.sr o.d Sd-rtht
REPORT OF CONSTRUCTION ACTIVITIES
a3 A |Arntt Ffnt:crrrt r cirrf! n|i F|nE ,]ar otftttwjt. al. tfF( :t tnt s|rrfrD l! rn: @tfrtxrut ttrtfrrY c' f,l cr fxTl ,lo a.'Irgnz^f'| to|l n u-
ffr. (,. sr^rrl,'r.ri crrnrr'.t. or rrrtx;B rg(x 0a m.lnrr€ orlr ntnuiri-riiniixrlu nidrr<j otn rrntn}r'ffiirr. s+ti-cl rru If DtsF(IrD of lrrtt ltlltc 6
c{rftltt-t t,us:r (,|rlt lln^}€..|.txll l f, roqll, lo lfl fEllrJ.
^ n-nr- r *.[rutlc- .. d'ird'..
t.rir rL. crf,ld^ aFO
lu: TOWN OF VAIL JOB NO. 4 398 90 DATE: 8-25-90
Attn: ltlr. Stan Berrynan D{Ly REpORT NO. 59 SHEE1I 0F 4P.O. Box 100
Vail C0 81658-0100 llWolCE No.
pRo.JECr Addition to Vail Transportation Cetrtcr, Vail, Colorado
WEATHER CONOMONS AND TEMPEMTURE 4oo - 8ooF.
CONTR^CTOR'S CONSIRUCTION ACTMNES
PERSOI{N&
ITA'Ofl EOUIPMENI:
ACIMNE$
CHO{-NORIHE}U{'S SITE ACIMTTES Full-tirne Testing and 0bseryation:
Conctete being placed for Level 2 Deck, New Structure, Line A0 - 89, Grid 36'5 - 39.
VERBAL COMMUNICATION WITH CONTRACTOR. ENGINEER, ARCHTTECT' OIYNER
coprEs Xt:ll?"
"1i*::'t'fi'l*ft:"J"i4.,rrain
PCL Constmction Services' Atttr: Mr. Denny
Wood
ChenONorthern.lnc Car,||}r. &rftt-t dra SdrtH.
REPORT OF CONCRETE PI-.ACEMENT OBSERVATIONS
a, A t(rnl, fErfcrr E cutxrt t: l(nt rrr ouEtlfl al ,rlt(ttrt ^nt J.rirrrm rr nr: orlEllll.rYr'rtrt .t (|tl d tt":\ l'o A'nlnt'lrE lll R'i-EA-
11 . (r rt111rp.rl (g,elrrri qr rxrrrct! ri(x (r itorrvrp gr,a mr6dj'd^fr-inio'-lrillis-an -n't'ttt't ,trf('/n- ." ltr (J lYrt t ocFcl{D cr lrrrl rttttr' 6
oo.arnD t (fr otrlt rixrrll,arrTt l|t rfltlg Io x trr|l|r
.tat.- . r'.0iiii-lr-r r. ..',r-'.-
tri L., CIll{ a./ao
TO: 191vp ol; vnIL JoB No. 4 398 90 DATE 8-2s-90
Attn : Mr'. Stan llcrryman
75 souti Frontase Road DATLY REPORT NO. 59 SHEEr 2 OF 4
VaiI Co 81657 tltvolcE No.
qlqrEGf Arltliti.on to Vnil 'franspott:rti on Ccntcr'. Vai. 1. Cololatlo.
Western$m uobile
SPSFTATPTa$ SLUllP grr_5rr
Itlx l.D. C 4500
An co IE|T Aug 79o
AI'SE}IT IETPERAIUFE RATTOE 6,Oo qooF
IEsT
M'.TNT'GKl{I no€r
l{o.
lluE
BAICHE)
.IIUE
ARf,ilED
Ilr€
SAIIPLED
Rf\,(I,rflntl
CDU.ITER
IIOIN
Rtl,ourlloil
@UXIM
@uPr..Ellorl
cugc Y R6
t_MD/
CUUUI.AIIVE
TYA'IE ADOED
elu.oars
I
2
3
4
5
6
7
7L4
100
44
49
46
119
106
1803
1.804
1805
1806
L807'
1808
1809
4i42 ltJ'l
4:50 AIvl
4:58 AII
5;04 AM
5;17 AM
5:25 AM
5:30 AM
4;55 Al4
5 ;05 AIt{
5r1.0 AM
5:15 Alvl
5;35 AM
5:40 AM
6 :00 AIvl
5:10 AM
5:30 AM
Rs Beg
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Beq
As Req
As Req
As Req
As Req
As Req
8
l6
1
24
32
40
48
72
16
3000 Grout
I
8
6
10
lESr
Mr.
sll[?(l&)An
o(xrE{r(r)
UEI U TT
IEEHT
(Pcf)
TAI)coimflE
TE'PE-
R naE
cF)
ROIAro(s
I
2
4k
5 6.0 140.0 70
Slump sanple taken from truck,
4 Cylinders Cast.
PROGRESS REPOKT Sanple taken fron truck. The contractor requested that water
be added.
.'optF.lq Michacl Barbcr Arcltitectu.rc;
Andcrson G llastings i Gary Murrain
PCL Constructiort Scrviccs;
URS Consultants;
B.Cart PawLak
FIELD OBSEM/ER FY
To: Tgwt! 0t; yAIL JoB No.4 i9s 90 DATE 8-25-90
Atttr: Mr. Stan Berr)nnan
75 South Frontaqe Road DAJLY REPORT NO. 59 SHEEr 3 0F 4
Vail C0 81657 tln/OrcE No.
PRGJEGI A(l(li ti orr to Vai. l 'lran srror-tat i.olr Ccrrtcr.. V;r:i l. Color:ado.
Western$|m i4obire
sPErEAtXm* $t!uP
lltx l.D. C 4500
3rr-5rr /An coNIE{r Aug 7%
,TSO{T TEIPERAruRE RAT€€600 - 900F.
lESr}(L TR{'CK
ML
TE|(ETH'.TIUE
BAICHE)
nuE
ARNryE
Tllt€s r|Pt E)
REt/oUJIPtl
@UMTER
EON
RE\,O{j TlO}l
@UI{TER
@UPI.ETION
cuBrc Y mtaro/
crruut llvE
IYAIB AOO€D
0 u.otrs
8
I
L0
'tL
L2
t3
I4
tt7
44
7L4
100
49
46
106
1810
1811
1812
1813
1814
t d15
1816
5:36 AM
5:45 AM
5:57 AM
6:06 AM
6:24 I'ttl
6:45 AIt4
7 |L7 Atri
6:00 AIV
6;10 AM
6:f2 AIl|
6:20 AM
6242 l,ltl
7 :00 Alvl
7:35 AM
6;L0 AItl As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
56
AA
72
80
88
96
104
6
i
12
18
10
I
1,4
lErHI Sll,|?([t)AAo$rrE{r(l)
rrr uNnlE{I
(Pcf)
Yrg,CONCNEIElErPf-
R^TT,|RE
cf]
Rfl.^fu(s
8
L1
3 Slurnp taken at hose.
Over 90 ninutes on tnrck. Returned at
3 vdS.
PROGRESS REFORT
A Drsr Michacl llarbcr: ArchitccturcI
Andcrsorr I llastingsI Gary Murrain
PCL Constructiort Scrv.tccs;
URS Consultants;
B. Carr S.L. Pawlak
RE"O OI}SEfWER APPROVED BT
Clrcn€Norrhern.lnc.cdr{f}f &|fhdt ti sd-t.4,
REPORT OF CONCRETE PI-,ACEMENT OBSERVATIONS
At A tl,|ltt lEltElDL it GrtxlL rr |ttlt lrar (|ra?lwI al F F('rr Attt lifrrm at na oo.fltflw--ffffrf,?l (l' o'r o fxlS' fro a'nndllDl nt a'n-EA-
rxr. '' tnar9rtt tl ort cltt;c.t (rr trri€is rrr (l ifo a).€ or..r nrrlii*d-rtinin -rridc -ai i'mlrx rvlorl srlt't t: rrl ![ D(tcLo r T nt Tt:F 6
co.runD ua,!a orrlt ,.r|rf,l.,.rt l|t ra.lt9 lo x tmr|r
^ ir.'.- r ;.0lilil n r .. a...t-b
Trnr |L Oal laa rro
ChenONortlrcrn.lnc CdirUr. t |'rrr| di sdnir.l,
REPORT OF CONCRETE PI-,ACEMENT OBSERVATIONS
ar A r.l'n |( tFftctDl tn otttatt, tf( nrlE lro (rF?ttnt A-t lt 'lnr ^it siF.Tlttt at rf oo.tt,t]ttul---lF('trtY f 'rtr
crtrnl ,,o .|mwlrD' roi |t'i'EA-
rpr r- 111^rr5rl oo.clrrrjar ol rrtrcrr 1111 (r ;fo$rr.€ g.rr mlori-a*liiiiib' r.rxip-an ntltx AtrnG'/l- s r.rls vrL l|t D(FottD ir l,.lrl tEmq' r3
oo.rtftrr ttttt qfill liilxnlxrt Ara ,a[tr to ]l t'rll{.
^ 'n-,nr' I *.[tltii-lr'.t r, ...r-r'
16r t. C[ll.. a/to
To: Tght^r ot; vAIL JoB No.4 39s 90 DATE 8-2s-90Attn: Mr. Stan lScrrynan
75 South Frontaqe Road 0ALY REPORT NO. 59 SHEEr 4 0F 4
Vail C0 81657 tl{VrotcE No.
q8qrqcf Ad(liti on to Vai I 'ltanspott:rtion Ccntcr. Vai l. Coloratlo.
Western SPETEAIX'I€: SU,UP sfl_5rl An colrr r Aug 7%
AIIIEXI IEIIPERATUFEI"lobile llD( l.o. C 4500 R^lrcE 600 - gooF.
TEST
M).TNUC{
}{T
TCXET
M'.nuE
l^rcHs,Ill/E
Annt\ig)
'nu€
s llPr.cD
RArOurIFtl
@utJta
TEOIN
Rf\o(rrh$l
@UNIEN
@uPt-EnoN
it gc YAGtoto/
cuuuuYrvE
WATER ADO@
o LtlI\rs
15
16
It4
46
1817
1818
8
I
07 AM
40 A[{
8
9
20 AM
OO AM
As Req.
As Req.
As Req.
As Req.
LL2
L20
TEST!(l s{l,l?(0r)AIR
coirrE{r(D
WET UNTf
TSI|T
(Pcf)
YIAI)
CONCNEIE
]E'PE-
RAIUffi
cr)
rlElr tu(s
PROCRESS REPOTT Total pour 120 ydr
^netFr
Michacl llarbcr Archi tccturc I
Andcrson {i llastings; G:rry Murrairr
PCL Cotrstruction Scrvlces;
URS Consultant,s;
B. Carr S.L. PawLak
REl) OBSEIWER APPNOVED gY
Chen*Northerrr.lnc.Con u&ng Lnsl6.... ond Sd<r rb
REPORT OF CONSTRUCTION ACTIVITIES
as A ttmllt FrtrtcTlt|| lp (arrxlt n||i FUit ll.) ot]tEtvrr. Al i?wtnt rf( 3l]||anm as n|f @tlrrf]rrw. tIYFitY tt n qI]aIl ao aJT]pnz md ti ?ttl g-
rrrr (r stArrrrrs ooarun.<i (r rnRf.j[! rF.Jta oi Ft.un{r€ our rtrorrs-rs lirsrnto rtxirro-or,n rrrtru -rfirr. s.{tlrf lYltl tf o6T dD (r lfTlt 161}o 6
c€.f!f|tD u(tsti qnlt rN a€(t{rltll Ne ,grtl) fo ltl finlrE
^ 'r.t - .r r. Frrti-lr-. d d.a.*.
tdtn tlo. Clf,lClA aIO
.u: ToWN 0F VAIL JOB NO. 4 399 99 DATE: 8-27-90
Attn: Mr. Stan Berryman DAILY REPORT NO. 60 SHEET 1 OF 6P.O. Box 100
Vail CO 81658-0i00 tlwOlCE NO.
PROJEgr Addition to Vail Transportati.on Centcr, Vail, Colorado
WEATHER coNDmoNs AND TEMPERATURE Clear, 80op.
CONTRACTOR'S CONSTRUCNON ASIMNES
PERSOT{NEI.:
TIA'OR EOUIPMENT:
AgfMnEs:
CHO'I-NORIHERN'S Sm ACIMTIES Full-tine Obseryation, Testing and Jnspection;
Reinforcing steel being placed for walls, Stair No, 10, Level 3 and for deck, Level 4,
Line B-B9, Grid 8-11. 52 yards of concrete placed in wall"s, Stair No. l0 and116 yards
of concrete placed at Level 3, New Structure, Line A-.89, Grid 36-59. Tr{o sets or
cylinders delivered to Edwards for stripplng and logging, 4:00 P.M. concrete continu-
ous through 9:30 P.M.. Weather clear, tenperature 50o - 60oF,
VERBAL COMMUNNANON WTTH CONTRAGTOR, ENGINEER, ARCHIIECT. OWNER
coprEs xilll?"'"li"B$.t'fill:;tlli"i,u,'."r"
PCL Construction Services, Attn: Mr. Denny
Armour; Anderson li lla-s,titlgs; ..tlRS Consultants. Attn: Mr"" l,es wqqq;
B. Carr S.L. Pawl-ak
REU) OESETryER APPRCA/ED Ef
Cl,rcn€Northern.Inc.ConEIrD! t.|gL.dr ot|d sdr'|Jrb
REpoRT oF coNSTRUcTtoN ACTIVIIES E0 AUg A41990
TO: TOWN Or.. VArL JOB NO. 4 39s gq DATE B/2/gO
Attn: lttr. Stan llerryuatr
'*tLy
RE'ORT NO. 41 SHEE1 I OF 4P.0. Box 100
Vai I CO 81658-0100 ll.lvolcE No.
PRq|ECf Additi.on to Vail 'l'ransportation Centcr, Val1, Colorado
WEAIHER cONDmoNs AND TEMpEMTURE clear sonr 1 rain p.m.
CONTRACTOIT'S CON5TRUCTION ACTMNES
PERSO}.IN&
},INOR EQUIPMENT:
IGIMNES:
CHE}I-NORT}IERI{'S STTEStorn drain Line
base 5r4rr x 4t4r?tunnel .4. Lj.ne at
6arne area. Sixat 39 and II. of
AcrMTtEs FuIl tine observatlonl testing and inepection.
Dr frontage road, Sta. 16+40 - t7+20, inlet vault and. Reinforcing steel being placedl Level Oner exleting
L2-L3. Twenty-four yd. concrete bei-ng placed for footinginch roof draJ.n bein6 excavated A0-R9 Line 1l/. of footlngfooting AO Line 30-39. Bedding placed at pipe.
VERBAL COMMUNICATION WTTH CONTRACTOR, ENGTNEER' ARCIjIIEfi, OWNER
Itlichae 1 Bartrcr Aacllitcctuac 'COPIES Attn: M.r'. Scott War:rl;6;a11' l,{urrain
PCL Construction Scrvices ' nttlr : l*lr. Denny
Armour: Anderson fi llastings;
lllls Conslrlt:1l1ts, Attn: Ml'" t'es Itlood
, Bill Carr Steven L. Pawlak
I
I ns,D oBsER\ER APPRoGD sr
ar^|.rrrfp'r(mtlurlocltto!-I]!fPt-itE^]r]olrtttlvftAr|!!t't!!!|a€srutrm}AcTrrc'rrrrtflul-wrr$AE.i;t&"ffiis]fin#frF;rx (r n^lrr. rns. ccrrcr rrtu.t rn r ilir.ri-ri<i -on -Clfg:: oui RrtfrT3 s Rtit-Ftl.tl Foofto o{'R il{ltrx
ionLtto tiqr-ss onttn |.ii.rrr.r,rrs |,rC reIl) lo o{ rElr|o.
^
,'.''.- I t-[f f H I *-r o, G..'tar-
t.rnr rb. craloil^ {/to
Chen€Nonlrcrn.htc.t)or.for|g t 9L*. ri s.ltd.l
REPORT OF FIELD NUCLEAR DENSIfi TESTING
^s^g,n,|tFi('|Tt'DllotlfxTr'nrn|lE^roq-ft|t1lr1|l1fi'Fonltlnf3'rrrnt|^'nfcojli}fiwF'toE,rTY(folcr)c}|Br|loA'nrritr'D|7^^rA-rxx F srlrrtrrrE, oo€ltrlrrrn lrr Fnlrcr! rR6l dt Rfq.ao.€ orn m'c*r'l.r iir-:tndo nmip-cn tirtut tt?Ro/a- s rLet rrt E trttwt f lrrlt rElrr|o 6
6r!:nD rA-ctt o$ltl ,,Grr[JD{r| frt ,fiIlt lo w wr{rul
^ ,n .'.r r. -@*, ni?cr-
F t|r Hr. CuEloTA {/aO
f(': TohrN oF vArL JoB No. 4 398 90 DAIE B/2/9o
Attn : Mr. Stan llerryrnanp.o. Box 100 oAtly REpoRT NO. 41 sHEEr 2 0F 4
Vail CO 81658-0100 tlworcE No.
PROTECT Additign to Vai I Transportati.on Centcr, Vai1, Colorado
SPECtncAnoH couPAfiON & MATERTAL
MINIMUM REQUIRED IN_PL\CE DENSITY 95 T AS
CONSIRUCTION CONTMGIOR: B&B ExcavatingTEST
ASTI'I Df55l under pavenen
SE|-ECIED ffrChen Northern
DETERMINED Ef:
LOCAT]ONS WERE
backhoe.
junp jacks
TY"E A}IO NUMBER OF EARTH MOVING UNTTS 1
T\?E A}ID NUMBER OF COMPACNON UNrrS 2
METHOD OF ADDING MOISTURE
THICKNESS OF LIFT
NUMBER OF PASSES
as
aa
req.
req
LOCATION
DEPI'H OR
ELEVAIION
(FEEr)
LAAORATOI T FIELI)
PERC€NT Of,'
(Ra-ATrv€/
,.|^Hutra)
ooTttg)
SOIL TYPE
IEJI
NO.[,|ru(MUM
DRT
DENSTTY(ecf)
OPTlMUM
MOISTURE
CONlENT(7)
DR/
DENSTTT
(p"t)
MOISTURE
CONTENT(/)
19i
L9t
sta. 15+40
Sta. 16+40
4rgsc
J'BSG
14O.0
140.0
6.1
5.r
L34.
r34.
?.5
7.L
96
96
s11ty
6andy
grave]
E R'LL TIME OBSEJUATION T] PA}IT l]ME OBSEITI/ATION
rr|s rtlrgtt piftxl:S F tDt! rdn et0 |s A Re! tt ol qn oc$nr rt)t{t or Flt H,rf}rf}|T. wE ltAtaf Rfr IFD otr rxF c aTRAcTut lo o('lTD|rr( ,rtt\lt€
fED,fr(J*c(D cfrrprcr|w ot{Fr r|lD |rtglr1t lo 1tt uratt|o n|f lurr tlrr'rxh itesgrin e t*rr rlrrnvrt€ oPtMttots. lf5^af 8 Df t rf flL GltY
As Er.€l/r, lrcssrkr m ilrn^rE q,n oo6tntrr.,uu*rexr. lt5t t] tA mr Jrn rrr rcir ass tm ofitt(}{s oil lYll€lllul llE ntl tltEr3 t'Ec|Frc rs.r
fiE lltrc[E R DOIsOUEIER UEnm OF TESn}|(i rYAs USED lN suBSrA{IUL /lCCOffD }lCE l.l}l ASIU D2992 AID DJolT
PRzuMtI.T.AfTY OBSERVATIONS AI'.IDIOR TEST RESULTS WRIIAIIY REPORTED TO: ],gg $/gq6
tests were
storm vaultPROGRESS REPORTbeing placed The abovefor pad and
performed on thelI. of frontage
etructural fill
road.
coPrES xlil?""f'B:5.t'ftlil:cture,
Arrderson & llastings' l'lr. Gary }lurrialt;
PCL Construction. Attni trlr. Dcnny frntour;
llRS Consultants, -Attn: l"lr. Les Wood;
Bill Cam Steven L. Pawlak
FIEU) OBSERI/ER APPRO/ED FT
Chen€Northern,lnc.
er,tht t eVt-t na td.all...
REPORT OF REINFORCING STEEL OBSERVATION
Ar A llrRr|t fm|Icnra to cttxtl .trr F.t! x{r o.!il. Et at irF nr ||E lr|.mD |r Df o(l;rxtrr(-,tlrtrrnf of dt crDant ro ajtruaa]bl mi PUR EA-
,'', o. stl;1rrrll, 61f€trrqp c. rxtiactrl rir;a or itorro]€ cr mrcrrid-nidto I'rirolrc -qrr frltut rr"ixa- tltrnEl ru 0t E qtt r l'ra lEJnxl B
ca.{rru, uall! olt(Jl ,Jr|filtLxll l,lf l.|llll) lll tl fillrF
^
ln-rir .. ,-[tf-O* et...ilc,r.
fri| tlr. Cr4tll a/gt
To: J'oB No. 4 39,8 90- onr* B/2/9O
TOI'JN OII VAIL
Attn: Mr. Stan Berryman OAILY REpOFff NO. 4I SHEETJ oF 4P.0. Box 100
Vail C0 81658-0100 II{VOICE No.
PRGIECT Addition to Val 1 'l'Tansport-ati on Centcr, Vait, Colorado
SIRUCTURE Footine
ttrArorl EII/AIION
REI{FORC0,|C
couuanrs
\EflNCJ\L t{ofdzo0{r L
I
a
I
Existlng tunneLevel 1 at A-1
Existing tunne
Leve1 L @ A-Lz
Existing tunneLevel I @ A-lf
Existins tunneLevel l-*@ A-12
Level 2 \t{. ofA@lJ.B
59.2'
,9.25
99.25-
57.25
56.2r-
58.25
7L.5
,
20 f/4 @ 18"ac 3'3n
L9 /14 @ 18"
oc 3t 3tl
t2 #4 @ 1B',
oc Jt 3tr
L4 //4 @ rB''
oc 3t 3tl
38 /14 dowelrat 16tt oc at
3', 3n
B#5@6ttoB#9@6tto
7/15@6tto#5 6 oc Tra
4#4@9tt o
3 L/Ztt aLl
4#4@9tt o
J L/Ztr a1,J-
4#4@9tt o
TB 17 I/z,t aLL thread
TB cont. tlansverse
6 /15 @ lBil oc Jr8rl
TB cont.
sverse
COht rhread inta L/Ztt anchoru6&fiti"s foundatlon
hread i'nto L/?tt anchorexi-sting foundation
cont.
spEcuE noftss srEE Gn^De 50 E n-$rs usto
RElfoflctllc ctrAlltD{Es* clean E snor DRArltlcs usED
cuAR t|cE AltD cttwlt aG feq ts corrnrton romro
SPuO|lo: SPECTEATX,ilS: aE feq E,ruU-lUe OoSWAIION
BAR sJprrogp T1p€ brick EI pmr-lvg oc$ffAnoN
nNEH ltFl,rCE COlrLPl\tlCE YeS
HEcHr 3n ffi'ffi ffiffiffi "-ffi'o-DOtrlUl€D RE-E(AIINED
ffiinforcingstee1appearstobep}acedin5eneralconfornance with project plans and specifications.
Michael Barber Axchitectule,
COPIES Attn: Mr. Scott lVard; Gary lrlur-rain
PCL Construction Serviccs, Attlr: ['lr. Denny
Armour; Anderson $ l{astings;
llRS Consultants . Atttl: Mr. Les hlood:-
Bill Carr Steven L. Pawlak
Rfl-O OSSEfiVER APPRC /ED FY
TO: 19y1r1 0l: VAI Lnttn: Mr. Stan llcrryt an
l). O. Box 100
Vail C0 81658-0100
PROTECf Ad(li t i on to V;ri 1 'l ranspottati.on Ccn tcl.
JOB NO.4 J9g 90
DAJLY REPORT NO,
tNv0lcE No.
V;ri1. Colorado.
DATE B/2/gO
41 sHEEr4 oF
SPSFEATFT|E SUJUP
W'MobilerD( 10. A 3000
3-'An Anrl{r 4-8
IIgfI{T TE'PER^TURE ,^rc€ 6o0-Bo0SUP?UTN
TET
lto.TNUCXMI TrcXTT
lro.
lluE
EATC]IE}
TIUE
ARRIVED
nrE
s uPto
R6/rrurrnN
COUHTFX
EOIN
nryournrl@uxtcn
couPt EIloN
;l,Trc YAM.#D/
cuuut rrr/E
w rB ADOq)
o^u,.rS
1
2
?
4J
114
44
L3r7
L359
L362
12:44
1:0(
L:2i
L2z jA
Lz45
2:oo
as req
as req
a6 req
as req
as req
as req
8
I5
24
L2
B
4
TETt{I 511[?([r)llllO{IEilT(r)
YETU]truEclfl(Pcf)
11tL0
@NCflEIE
TDIP€_
MTURE
cr)
ROr tu(s
I 3 L/2 Rr\L39.4 7O { cylinders ca6t
PKICRESS REFORf, Sarnple taken fron truckr PuIIIF 1n use. Time observed
on all trucks.
n orFe Michacl 0arber ArcltitccturcI
Andcrson I llastings; Gary ]lur:rai1
PCL Construction Serviccs;
URS Consultants;
BiIl Carr Steven L. Pawlak
RE1D OBSETYER APPfiOVED B'
Chen€Northern.lnc Cdn lrr{ t rtrrr ri SdtraL
REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS
At A llml.t ?EltE Dl E Qtrfi!. Itt tt[t lr{t oal!|ltTr' at lf.to.ot rtrf llitnH-t Ar nt: cottrt'mrr -ftrrtt_nfi f o' dfx|':l Ax) amrnoalD' lrt |ttlE^-
trr o- srrrtran.tl (lr€lrtrD,' 6r rrlucrt r".rr o.r tq ir'a qr aniir'o-iilnig'rdirrn-qt -wtlrx rri'no,'q- 3^L1l: rll I ocrqrD 0r T fir rE tl{l B
cuarr'tD uL"ttr q',ll ,Da.rrt'ftt ,i rslrt lo x tnrlt|(l
^
.rr.r* d r'.fffff-fl7r.r e. rrrrqb
f6i t , €rat l,aa r./to
C[en€Northern.lnc.
REPORT OF CONSTRUCTION ACTIVITIES
as a wn||t F|{rrF6rn| ro ctr}trt lri: ptrt.E
^ro
(|rttarwl t[ rttF !r[ sunnmD as 1r cora[rtut- PtYftf (t cl cu]a[L,ro a'l]gitArpi x; ?ur 'u-
rrHc.n^lf}|'{rscorcllBr'6r''I|lA;ni'P0gonat0!i'M|oornrgrrs-d''n.:rnil''tilo|}'o-ixxrrrrmrii#dids,rrru:tvlt.t.ED6''cEtJ'fu6corlr|I! rr{'tsr grrr.l ,Ni rq.|.,|rs x|f,. ,4tl,D lo ltl fftlrlo.
^
,rr-i.- lr t-ft'tj-il-lir,-? or 6.6r'ir-
rctr ro. c,ratotA /lo
Con.dlJr|g lngln -. ond sd-rH,
To: TOyN OIr VAIL JoB No. 4 398 90 DATE: . B/3/9O
Attn: Ivlr. Stan lJerrynan DA1Ly REpORT NO. 4a SHEE1 I OF z
P.O. Box 10O
Vail C0 81658-0100 lNVOlcE NO.
PRO,|ECT Addition to VaiI Transportirt iort Cctrtcr, Vai 1, Colorado
yEATHER coNDmo*s AND TEM'EMTRE partly iiouoi, 7oo
CONIRACTOR'S CONSIRUCTION ACTMTIES
PERSO$IN&
}TAIOfi EAUIPMENT:
IGIMIIES:
CHE}|-NoRTHERN,S sfit AcIMnEs Full time observation, inspection and testin8;structural fitl bein6 placed over roof drain line and fill being placedat footingo Level One, E. side nevr structure. Bolt inspection ofstructural steel at Level J and Level 4r Line A-A2, Grid 1I-14. B&BExcavating has attempted to dry out on-site fi.ll and conpact same.All tests have been fai.li-ng due to material bein6 over optlnun noisture.
VER&cL COMMUNICATION WnH CONTnICTOR, ENcINEEII. ARCHrTECT, OWNER Scott Green of
n*B-has been advised of naterial condition on slte. He does not
wish to brlng stock pile naterial from Ford Park on site for backfill.
Backfi[ing efforts have stopped.
Michae1 llarbcr Architecturc,COPIES Attn; Mr-. Scott ltlartl;Cary lrlurrail
IICL Construction Services, Atttr: Mr. Detrny
Arnour; Anderson fi lla-s-tings;
t.lltS Constrltants, n!! !L: lvl r-. -!rel Wood
Bill Carr Steven L. Pawlak
FIS-D OSSERVER APPRCryED TT
Chen€Nofthern.lnc-.C..-ijtl|to arerrr .i S.ftab
REPORT OF FIELD NIJCLEAR DENSITY TESTING
At a wr^l FimETrx ro qrraltr Irf F|rirt l,{) oltrr vL!. !l FI|lt rr3 ,,lf Itr.nlD A! Tr Crtrrto'lut' ftr'frtrTY tr (tqi€t{r1 }O Itl€iu IDr m t'{^EA_
r|'{ (t sr^trnrt t!, mlrr ult{r.r on FnF/icttl(x of fo rntE a,n mnttifdidniD't'ti&l-q'c irml rrpnoar- 9l?t-ct mr E 0g'e! f rnn rcrll' 6
corrt.tltD ulrJll srrlr.t rFrsr.xrr lat ,ltll.LD lo ul wllllrtl
^ i*'!.- t r|llJlH |rr. d ocnpcrb
rirn l|.. Cn€lO7 VaO
To: TouIN oF vArL JoB No. 4 398 90 DAIE: S/3/9O
Attn: Mr. stan Berryman DALY REpoRT No. 42 sneEi' Z or zP.O. Box 100
Vail CO 81658-0100 ttMOtcE No.
qEoJEcr Addition to vail Trlnsportatiou Ccnter, Vail, Coloratlo
SPECIFICA'TION COYPACNON & MATERIAL
MINTMUM REQUTRED tN-pl-AcE oENSny 95
CONS-IRUCTION CONTMCTOR: B&B Excavating
backfill
ASTI{ DIr57 against found.
SELECTED SY: Chen NorthernTEST
ASx DETERMINED RY:
LOCAT1ONS WERE
TYPE AI.ID NUMBER OF EAJ{TH MOMNG UNfIS }
TYPE AJ{D NUMEER OF COMPACTION UNTS f
MFIHOD OF ADOINC MO| TURE
front loadert
dual wheel
T\:eI THICKNESS OF UFT
NUMBER OF PASSTS
as
ag
req
req
LOCAION
DEPTH OR
ELEVANON
(FEEr)
ugot{AToFrr RELD
PERC€NT Of(RE-^rMl
rAxuAt4logrlrd
SOIL TYPE
tL)l
NO.It/\XIMUM
DKY
DENSTTT(pcf)
OPnMUM
MOISTURE
CONTENT(r)
DtrY
DENSTTY
fu.r)
MOISTURE
CONTENT(z)
20(
201
202
20:
201
l4r S. of B l,ineat 3L
Br lI. of B Lineat 32
Br IT. of B Lineat 33.5
6f W. of 39at A0.5
lor ll" of AOat 37.2
2' BF
1I BF
1I BF
2' BF
,' BF
L36.o
IJ5.O
L35.O
l]6.0
l.36.o
5.9
5.9
5.9
5.9
5.9
1e8.0
L28.5
I28.9
r29.0
129,3
11.1
10.9
11,4
11.0
LL.3
94
94
94
95
95
sI. silty
sandygravel
A FULL TIME oBsEr{vAloN D P^J{T THE OBSERVATION
rrnr |f'"qtr pinF],at! (r'rrrrtlr ruraD A! A f:rrLl on oosrtFi n(s6 (r n Ft fcftrfHt. tt lr vr Rrt rfl -oltJxF GDrtucnm ro coflltf ,iPftnHq F{
FEo6l*,|0tDcF|cn,t!''tFr^,QKEirrFf'I'llu.u'||t|9rrrr.,t''r",...j.h'i.'rr&rvii.a-'rlGt3EFvrr€fPFrAnt.TrEiT5^,(l^^{,f(Ifnl'o..Y
As f,l-Evrt r{rcrssrfi m cA"ErArE q-n ou6ur,u[4t .rurroElrj{r. nsr rtrr,fi.iii r-i't-irii li,iri-rrin tirl'u.rrs rn Yr|fnft-R t]tE rt! utfrs Eif,cltr^lxlc'
rHE Nt CLEAR DO|S/O|TEIER MEIIKX' OF TESnl|c W S USED lN SUIlflAnuL,ccoflo NcE wIrH ASIU 92992 AltD DJOI7
B&B contractor notified the above tests were falling due to fill nateri-alon-site being over optinum noisture.
pRzuMtMmr OBSERVATIoNS Atb/OR TEsr RESULTS VERMLLY REPORTED To: Les l'ood
pRocREss REpoRr The above tests were performed on the structural fill
being placed at foundationsl Leve1 One E. si-der new structure and 6rlroof drain line.
coprEs xiilli""*i'3:irt"fi:i5;ctureJ
Anderson 6 llastings; l'lr. Gary l*Iutrran;
PCL Construct i on ,
-Attn: -l''tr. . Dcnny Annour I
llRS Consrtltflnts, Attn: Mr. Les t1oo.J;
Ctten€Northern.Inc.Con lung trsli..r .dd sd.'tJrl'
REPORT OF CONSTRUCTION ACTIVITIES
A.s A uJnA fiinfc Dt ro ctrxri nr Ffir r{n cttttfr.\tl tll ifF('tl3 frrf .lrtrrnm a! rr corrnaxrur. vl,rfaf (f tlt drxrL po Anlollz]r1x'{ l(t ann^-
rrr. (,. srAfx,rfs. crrqrrl.r(n frir.rr rFoa. on atrurrr€ orn ntxxrs-r nr:r-nfl tt rBt€ oG nr$ttlt ippttwA- SAEu: wltr E oGArr! 0f FTU lf:rx) E
ocrrun.D u{rs3 olltl rAi rqJllxrs lrlf, lcatl, lo lN vRlll€.
^ '-rrr- .l *[f rtf l I "-" .r o.(trd-.
fr )|. CLtlCtA a/lo
To: TowN
Attn:p.o.
Vail
PR(\JECT
OF VAIL
l{r. Stan Berrynan
Box 100
c0 81658-0100
Addition to Vail Transportation
JOB NO. 4 398 90
DAILY REPORT NO.
ftworcE No.
Vai1, Colorado
DATE: B/6/90
4' sHEEr t 0F
Centcr,
WEATHER CONDMONS AND TEMPEMTURE c1ear, B0o
coNrRAcrotrs coNsrRucfloN AcrMTtEs
PERSONNfu
I'IA'OR EQUIPMENI:
AgIMnESi
CHEhI-NORn{ERN'S srfE AcrMnES f,UIl tine observation and testing of conpactedstructural flll being placed over roof drain 1ine at AO iine 30-39.Structural fill belng placed at foundations B9 Line 34.5-39. Conilactiontesting road base naterlal belng placed at storm drain vault Sta. 16+40N. of S. frontage road. Observation of narafi 5OOX being placed onpunping eubgrade areas of S. frontage road and placenent of road base
same areas.
VERBAL COMMUNICATION WIIH CONTRASTOR, ENGINEER. ARCHMCT, OIYNER
cop,Es Xlili"'rli'3::.t"fi:i:;ElXl"ilu",uin
PCL Construction Services, Attn: Mr- Dcnny
Armour: Andersotr & llastings;
URS Consrrltants, Attn: Mr" T,gi Ieg!! i
Bill Carr Steven L. Pawlak
NA.O OBSEFTVER APPRO/ED B/
C..ndhf er*t-r -l s.a.,lt-Chen€Nonhern.lnc.
REPORT OF FIELD NUCLEAR DENS]TY TESTING
As A r",nut pgn"cr'r r., .1f*,l nf ,'fE l,.D o,-f|trvr1 ^l ir FirlTa A t 3.turtro r:r rtr- oirrxr-rrut-Fn'rrir (r o,' q€xaro a'ncrf rDr 7Tl FInEA_
no.r or srArrur.t ,r, crr€l u!r{r (n rnrrTt rfrr oq Rra^r..)r€ ow "r.r.,rf'fiiiEiil
-riii*i-ru -rnnur rpnwrc s tB ru E Dtt!*' 0r- rnn [Jr€ 6
o(EtrrtD ur.tjt ollll ,,i.rnrxrl ,lt ,altllJ lo 5l r/frn&q
^ 'rt-rt- .i r't.lfftH lr-t d ...riF.r-
rF r ,ao. CuElOr a/lo
TO: TO$/N OF VArL JOD No. 4 S9B 90 DATE: 8/6/90
Attn: Mr' stan Berrynta' oALy REpoRT No. 4J sHerr 2 or 4P.0. Box 100
Vail C0 81658-0100 tNVolcE NO.
PRqrEgf Addi t ion to Vai 1 Transportat i.on Ccnter, Vai 1 , Coloradc.r
SPECIRCANON COYPACTION & MATERIAL
MINIMUM REQUIRED IN_PI.ACE OENSTTY 9'
CONSrRUCnON CONTMCTOR: B&B ExcavatJ-ng
trAS
TEST
DETERMINED BT:
LOCATIONS WERE
backfill
ASTM D1557 agaj-nst foot.
sFl FgT@ tlY: Chen Northern
TYPE A}ID NUMBER
T\?E A}ID NUMBER
METHOD OF ADDING
OF EARTH MOVING UNITS
oF coMPAgnoN uNrrs I
MorsruRE natural
I hoer I front loaderJHlcKNt5s
dual wheel roller NUMBFJ1 OF
2 iunn ..iacks
OF UFT as req
PAssEs as req
LOCATION
DEPTH OR
ELEVANON
(rEEr)
LABOflATOI{/FIELD
PEXCIXT OF
(Rfl-ATrWr/
l/^)(ua(x)onrtt@
SOIL TYPE
tEi)l
NO.[lA)(lMUM
DRf
DENSITT(pct)
OPnMUM
MOISTURE
CONTENT(/)
DFf
DENSTTY
(P.r)
MOISTURE
CONTENT(t)
lBC
lBl
aoc
e01
zoz
2r|''
A lBf S. of 89at 36.5
A 10f N. of ll9at 38.2
A l4t S. of B Linat 3t
A Br Nr of B Lineat 32
A Br }tr. of B Ltneat 33'5
A_f ,
^X. .of 39
sG.
I' BF
2I BF
IIBF
lrllF
AIBF
136.o
1}6.o
L35.O
136.0
L36.O
L36.O
5.9
5.9
5.9
5.9
5.9
7.9
L32.O
L32.2
L1O.4
1]O.B
L32.O
L32.L
7.6
?.4
7.O
7.2
7.O
7.8
97
97
96
96
97
97
sl. silty
sandy
gravel
E R rL T1ME oBsER/AloN D PNTT TME OBSEF/ATION
nls it:Fgr p'lr$.r:t q'no€ rrrrfr a! A Rdlrtl o|- ol,i (plr|lv rr1rr (r 'r|l R,r.trn{|. vlf lr^vf nnD Oft_rlf 6tfnAcTruR lo oo'llllLE tPlLYlxr nr
m@.fo.orD cnterdn\rt ttttnT ^r.D
e<rsnnr: tt ttu^ r,rrttp nrq or,r *r"lx'd,h';fitf;; nf*;'o$t'ttw-otnllprs' lEsrs M[ v^ftE f nr Fnl or'Y
as filniED Hec[isaiy ro c lrn rr o.rn oo6rx!f-R1t Juoot)*.xr. rtsr rxle "ri irr irt-iri nln nn rhxxxs qt w]ltlllul tll[ Fllr ut11lt lPtct;lc lEra'
lHE NrJCt{ R De|s;OUErEn ME]lUq) Of 'tESnHc w\s usrx lN suss-raln L lcsoRo racE WIIH AS|U 02992 ANo 0Jo17
PRzuMIMIil OBSEf,IVATIONS A}{D/OR TESr RESULTS \ERIIAILY REPORTED TO: Les rtr/ood
The above tests
and replaced.
PROGRESS REPORT
bhat was removed
were perfor&ed on
ReteEt6 ot 7/3L/9O
the structural fil}
and retests of B/5/9O.
coprEs ttilli"'rli'3::.1"fi'lil:cture,
Anderson & Ilastings ' I'lr. Gary Murrran;
PCL Construction,- Attn: .-Ilr. - Dcnny Anuour;
IJRS Consrrl tants , Attlr: tvlr. Lcs llooc;
Bj.]-l Caru Steven L. Paulak
HN"D OSSERVER APPROYED SY
ehen€Nonlrcrn.lnc.oodd|lrt trtlxr ri S.l-al-
REPORT OF FIELD NUCLEAR DENSITY TESTING
As A r|,nr,PPttgrua lo rar{Tt ru ritrtt l}o qJrtl [t al FtPolrt ,'\f sFrnrn At rf c$rrf)frt-Fllo'tlTY 0f u'l cllfxrq art-'''rmgilArlx tln i'tla-
rpr 61. sr rarrxll c{rq u!66 qr rnrrcxt rtr;r 11r rto nor€ 31,11 mnriJ-r'-iir:tiii.o'-niiiri-ir.n'-lrlnu lrF lora- S lrtrJ wu q DE &9 c' rrTtl lullr€ 6
oqaullD (]llt! on An|,giar.It frr ,art!, lo t]l $ffnt.c
^ nr-'r- o. n [Hil-l e-,r .. ..,nrar-
FG t|-. CtalOtA ,|,'fao
To: TO$/N OF VArL JoB No. 4 s98 90 DAIE S/6/90Attn: Mr. Stan Berrymanp.o. Box 100 .: DAILY REPORT NO. 43 SHEEr 3OF 4
Vail C0 81658-0100 tNVotcE NO.
PRilEgf Addi.tion to Vail Transportati.on Center, Vai I, Colo'r'aclo
SPECInCATIOH COIIPACTION & MATERIAL
MINIMUM REQUIRED IN-PLACE DENsrrY 95
CONSIRUCIION GONTMCIOR:B&B Excavatinq
below founda-
ASTI4 D1557 tion pavenent
SELEGTED sY4hen Northern
T A5 DEIERMINED tff:
TEST LOCANONS WERE
TY?E A^I.ID NUMOER OF EARTH MOVING UNTTSI hOE,
TYPE AND NUMBER OF COMPACTIoN UNNS } dUAI
MEIHoD oF ,oorNc MoTSTURE natural
I front loader -rHlcKNEss oF LtFIas req
wheel roller NUMBER oF pASsEs as reo2 junp Jacks
LOCAION
DEPTH OR
ELEVATION
(F-EEr)
LABOR IoRr FIELD
PEFCE}{T Of'
(RE ATr,,E/
flN(ll4n)
osTrrfo
SOIL TYPE
It)l
NO.I'IAXIMUM
DRY
DENSTTY(ocf)
OPT|MUM
MOISTURE
CONTEI.IT(x)
DRf
DENSTTT
(Pct)
MOISTURE
CONTENT(t)
c
206
zo?
208
t0g
o2 N. of existlng
pavoment @ Sta.
16+40
lor N. of AO
LLne @ 3"1
5'W. ot39@
A0 Llne
r0r
5B
101
Line
@39
AO
N. of
N. of
@14
SG
2I BF
1I BF
DtI
Dtr
138.6
tJ5.O
L36.O
156.0
136.0
5.6
5.9
5,9
5.9
5.9
L33.6
L32.2
L32.O
L32.4
L32.2
5.4
7.Q
7.1
7.2
7.4
96
97
97
97
97
road base
sl. eilty
Eandygravel
Gf ruu- TIME oBsEm/AnoN D PAtil llME oBsEFvATloN
nG ilputT piflr}fl! ct|r||rr FuntD A! l Rt-lulr oF qn oFrtv rllt' or nt F.ct)rfxT. t,f lr\f tlnrFn oll lt|r co.flFAcrn m ctl|o rt pRnr|o I{
Ft(r.fxDar cnr'fcn{ uFfr Alo |{Emrtf to rru. Drrtttt€ lt rvrs ntl'iih irxilwl s *m ra wi&t.-Fl Mlnr's rFJts lA€ gl€€ q lHr nl or-Y
As rarvrr {Lcrssrlr ro ca,nr tt q,n ortiviilt ,iuucxxr. tsl uerr rri iiri lii--ixr D sE tun onNxns trl Y}lrllftJl lllf FItl lltrls srtc|f rltlloe
fiE NT CLE^R Do|TSOUE1En UE|ltq) Of ]EsI}{; WrS US€D tN SUI}5rA{IUL
^CCORO^IICE
WttH AS'X D2992 Alio DJolT
PREUMIMFr OBSERyAIIONS Al.to,/OR TESr RESULTS VERBAIIY REPORTED TO: Les lllood
PROGRESS REPORf The above tests riteTe performed on road base naterial placedN. o-f-frontl$e rd. and structural fillbing placed at footlngs and overroof drain line. Level One- n*rvr stnrrci.rr
coprEs Ttilli"'"li'B:i.t'fili::cturc,
Anderson 6 l'lastings ; l'lr. 6ary Murriatr;
PCL Construction, Attn: - -ltlr. - Dcnlly Annour;
llllS Constt l tirnts . Attn : Iqr. Les lloo(l'.
Bj.ll Carr Steven L. Pawlak
RELO OASAVIR APH{ryED Ff
Chen*Nol'thcrn,Inc
tu:runa Lt!91-r rr ld..])t.
REPORT OF REINFORCING STEEL OBSERVATION
At l |r,ruft FrnctDt ro tr'Jfrl ri rttE |,r, drttwl al rlFdrt "rf l'srrtD li rf o('rDllmf! fiiaf'nt or d'r (' fxtr' r,0 a'|nfic^rb' ;tlt A'nEA-
no,. .,. nlrrr{rrit, c.rr11!11r oi rxtr,cr] 16, ol1 irc f(r{ or rexrtiin-idifro' niiirrc-o.ri -*nfu lr?rMr'- 3lnl:t rll ( c(Fqr! tr rrnr rfJtrro 6
cc.ultD uttlli (nttl lr*)Etvwll
^rf,
,r!lfu, lo ll tl{l}|l
^ 'n-'r- .r *[!1 * .. ...i?-'b
trtr ,ra CL lA a/F
TO:
TOI1IN OF VAIL
Attn: Mr. Stan B.erryman
P , 0. Box J.00
Vail CO 816s8-0100
PRGJECT Addition to Vai I 'l'ranslrortation
JOB NO. 4 398 90-
DAILY REPOKT NO.
fworcE No.
Vai 1, Color::rdo
DATE: B/6/90
41 sl€Er4 oF
Center,
stRucTURE !VaI}
u)c llof{EE\/ rX)+|
R&{FOfiqrC @urofis
\ENC L lr(nzoNr L
Existing tunneStairs No. 1I
S. of A l,ine
@ L2.5
L Leve1 I 22 #4 @ 18''
oc FF
?o /14 @ 18il
oc NF
2 /i5 cont.t6 /14 @ 16''
4 /14 @ L6tl
L6 /14 @ 16"
/14 @ L6tt oc
top & bottom
OG FrFr
,c at 21.4rt BF
OC }IF
BF extend through roofthe tunnel to spliceinto wa1I dcove
of
5PEUnCATIOi€: stEIL GR^o€: 60
Rgrrmc1{oct6lxr.g€sg€ clgan
ctIAMNcE lrrD cCtVER aS I' eq
spt onc spEcm Ints| aA feq
BA8 SltFoftrs: Tt"€
FI EH
b n^ns uso
El srrce DR $Ncs usED
E corrnrron'Arn/Fr!
f; k; ruu-rue oBsERl/AnoN
D prnr-nue txrsEnvlrtotl
tuPr.AcE oolrLPt llcE yes
UET FROf,CT UET PFOI€CI narERslunorEfrs nEqulRg.o{rs ne-o<rrltoX1gt lNrutly tnED(ATHS) RE-E(^THO
HECHT
PROGRESS REPORT ThE
confornance with reinforclng steelproject plans and
appears to be placed
sneci fi-cat1ons.
in general
Michael Barber Architecture,
COPIES Attn: Llr. Scott ttlard; Gary Mrr:.rain
PCL Construction Serviccs, Attn; Mr. Denny
Armourl Anderson I llastings;
lfRS Consultants . Attll: lt'lr. Le s ltroocl;
Bill Carr Steven L. Pawlak
REI.D O0SEF/ER APPRO/ED F'
Clrcn€Northem.lnc.Conrdung t Ch.... o.d 9J-,1H,
REPORT OF CONSTRUCTION ACTIVITIES
as a wnt.r fiorrtrur ro qll{E- I!f, ttnE r,o ()t-n:Er!r!. {r .nF-'o!!-: |Ff, i-ftnn} ^t nt -rrrry4.$f "Hltstfi[,fo,ffiffirfft$i"";ncri oi <ir'iri;tr-'cfq.irrrc rn riirrcn -1191
-qn -F!alr.f oui nf,F(fir E RtsLRvfD fr'ruro o(n r llttl
conln-o uuss oltrt.l lmrrrtra.raxt lR( l6to lo lx lftlr€'
^ 'r'.- .. rffil]c-. .. cnl'F
Fdn X.. Clalo2 4/CO
To: TOWN OF VArL JoB No. 4 399 9q DATE: . B/7/9A
Attn: ltlr. Stan llerryman DAILy REpORT NO. 44 SHE; I OF 3P.0. Box 100Vail C0 81658-0100 ltwolCE NO.
PRilEcf Adclition to Vail Transportation Centc", Vail, Colorado
WEATHER coNDmoNs AND TEMPEMruRE clear, partly cloudy, BOo
CONTRA TOR'S CONSTRUCTION ASIMTIES
PBSO}INfu
MAJOR EOUIPMENT:
ICIMNES:
cHEl.{-NoRTHERlt.S SITE AGTMIES Full time observationr inBpection and testing:structurat fitl being placed at footing C Llne at 36-39t new stlucturetLevel One, B&B Excavating for Stair lVo. 4 C Line at 11-12 and forconcrete vault sand and oil interceptor to be installed by plurbingcontractor. ltlatkin Plunbing has excavated under footing 7r x 1r4'r A0Llne at JO.Z to install 2-5'r sevrer line. Advieed to conrpact soilsor pour concrete same area. lnspection of reinforcj-ng steel belng placedfor wall Level One A Line at L2.5. B&B contj-nues to cut for slab-on-grade Level One, new structure.
VERBAL COMMUNICATION WTH CONTMCTOR, ENGINEER' AIICI-ITIECT, OWNER
Irlichac I Barber Architccturc,COPIES Attn: Nlr. Scott Ward;Gary Murrain
PCL Construction Services, Attn: Mr. Denny
ItloodArmour: Anderson & Ilaslirtgs;
UltS Consultants, nttn: Mr" Lcs
I
| 3i11 Cam Steven L. Pawlak
t'I nan oesEffiER APPRovED g\r
t.-
Chen€Northern.lnc C..l.talhe O|9l,rr .tn 5d-tt$r
REPORT OF EXCAVATION OBSERVATION
fs A wTtr l PifcTrrr r crfxE, n[ FJ!tr rr0 ooiyl!t:. aI mtoitt &qf StDat EIt as ntt crca.u]0tt PttcfnTY of oun q r].8, lr0 aJl]f\u rn t([ f't lrA-|r,|orstAnrrtrliq|G[rar.!ofrx''l|c|5'tlql(xt,.l4^,l!'|(|qfnFtn|36N|!l,,(vtoP.||u'li0t||ttt|||1,tl,\Fio/A.s{.'u5nIEF|qrralru, u{ltl onl| l.rH{{|.ratt ,Jrt ldrll' lo r{ tfitl}t(l
A iEr.- .. s.[XtH ln .. stro*'.
r1'| no. Cralo.9 arO
TO:
TolltN
Attn:
P.O.
vali.
PRO,'ECT
OF VAIL
Mr. Stan Berryman
Box 100c0 81658-0100
Addition to Vail TransDortation
JOB NO. 4 398 90
DAILY REPOFI NO.
|l{volcE No.
Vai1, Colorado
DATE B/7/9O
44 sHEEr 2 oF a
Centcr,
D(CAVATION FOR: Sand 8. Oil Interceptor
LOCAIION:
South of A Line at 3Q.2
D(CAVATION BASE ELEVATIONS:
74.66
MATERIAIS E(POSED lN BASE(S) OF D(CAVATION(S): pagslal undisturbed soi16 were
observed at the base of the excavation.
REIIARKS: GrOund water observed atcontractor Natkin to rernove water
base of excavatlon. Plunblng
by pumplng.
\ERBAL COMMUNICATION WIIH CONTriACTOR, ENGINEER. ARCHIIECT. OWNER:
PROGRESS REPORT:
Michae1 Barher Architecture,
COPIES tr11n3 Mr, Scott lrlard;Gar:y Murrainfuidcrson fi Ilastings; PCL Constiuctiotr
Services, Attn: Mr, DcnnY Anttour;
l.lllS Consrrltants, Attn: Mr' Les l{ood;
niff Cam Steven L. Pawlak
RELD OBSffi1/ER APPRO/ED FT
Chen€Nonhern.lnc,Cs|rJtLe tmfEr o{ Sdo0rrr
REPORT OF EXCAVATION OBSERVATION
TO:
TOhIN
Attn;
P.0.
Vail
PROJECT
OF VAI:L
Mr. Stan Benyrnan
Box 100co 816s8-0100
Addition to Vail Transportation
JOB NO. 4 398 90
DAILY REPOFIT NO.
|lwolcE No.
Vai1, Colorado
oATE B/7/9o
44 sHEErS oF
Cente r,
D(CAVATION FOR: FootlnS
LOCATION:Stair llo. 4 Line C at 1l-12
D(CAVANON BASE ELEVATIONS:
IBl.O
tt TERhlS D(POSED lN BNE(S) OF EKCAVAIoN(S): l4annade fill naterial.
REllAffKS: Indicated on Drawingsreplace wj-th structural fill to 5121 SectLon 3? to]r deep x !t wlde.
overexcavate and
VERB L COMMUNICATTON WITH CONTRACTOR. ENG|NEER, ARCHTECT. OWNER: scott Green Wlth
B&B advised of naterials at exposed base of footj-ng also Le6 ll{ood
orvnet representative.
PROCRESS REFORT: Base excavation subexcavated to 178.0, structural f111to be placed in conpacted J.ifts.
Michael Barber Architecture.
COPIES 161n; Mr. Scott Ward;5a1y i,turrain
Anderson G llastings; PCL Consthrction
Services, Attn; Mr, DennY Arrnour;
URS Consultants, Attni Mr. Lcs ltlood;
Bill eam Steven L. Pawlak
RB-D OBSERI/ER APPROVED ST
AS |rt,lll^t PiottcrEl to cuxls,
'lrf
Ptrrr r,I) (lJitrwa al ftorr3 lf suLtlfD at ndr.f[]nlt pRfir t ori cLrrE, ,13 ,ar]0\0lrDr mi nrd-ta-lrra or SlalfLltlll crl€r usrr6 0r ltln{;tt ft().t (n ftqrfr(| uJlt ft)Rtf 6 ttL!tFw! totua€ qf rtft trlt A,"i(ta- 9[us flI E t=qtD (f ,fu ltIF surfrlltl, uat"lt qnr lnrr.xtrraB rrr( rftIo t0 fi xfttDt(l
^
m-'.- d r.[fliH lr.,r , o..ean -
f6n tlo. C|IIOIA a./ao
Clten€Northcrn.Inc.Con.dun! t,lglrt.r. ot|d scl-,ttrL
REPORT OF CONSTRUCTION ACTIVITIES
Ai ^
r r r^{ Pi rclD. -Q' ,q!!l-!- Ilc Ft itE rrlr .r-ttt.rrtr. {r r!tt!!!:! AFt s trnD as rrr cortrt.}nr.|L ffi^f tH"Btffi i""f iH"StGF"%'tiri'rr liiriliDn's,- cfltl ndrr.r oa rrrr,.cr: rFo{ m ntrurltro (xi atPollrs B nlJLnl'tD frt}oo€ o(]n tfilll}l
O(rr'Lfif.D ll(IJS OnI| rnl|lqlxXs tr ( r4fi' lO |rt rFllr€'
^ r!i.- .. r!.1 llltl |rrr .. a.r'?aJ-
r.,n| tL, crrlot^ 'Vto
To: TowN oF VArL JoB No. 4 398 90 DATE B/B/9O
Attn: lt{r. Stan Berryman DAtLy REpORT NO.45 SHEE1I OF 5P.O. Box 100
Vail C0 81658-0100 ltwOlCE NO.
pRo,lECT Acklition to Vail Transportation Ccnter, Vai1, Colorado
yEATI1ER CONO6ONS Al.,tD TEMpERATURE clear, B0o
CONTRAGTOR'S CONSTRUCflON ACITVINES
PERSO}.INfu
MA'OR EOUIPMENT:
ASIMNES
cH6.t-NoRTHERN's slrE AcrrvmEs Full tiure obeervation, testlng and inspecti-on;structural fill being placed at precast concrete colunns B9 Line 24-26;at ramp up to Level 2, existing structure; excavation and conpactionattempts by B8{B Excavatlng of fill material for footing Stair }lo. 4, C
Ltne 11-12. Compaction tests are fai-l-ing due to high noisture.
Reinforcing steel being placed for wal1 Level One, ecieting tunnelr area
A Line at 12,r-L3. Rebar being placed for Level 4 deck topping. Craneset up to place precast concrete columns, Level One, nevr structure.
I
VERBAL COMMUNICAT]ON WTIH CONTriACTOR, ENGINEER. ARCHr|.ECT, OWNER LESrepresentative, and Scott Green, BSxB Excavating, advised
and conditions at Stalr }io. 4 at Ll.ne C 11-12.
Woodr or/Tnerof materials
MichaeI Barber Architccture,COPIES Attn: Mr. Scott Ward; Glry l',lurrain
PCL Constructi.on Services, Attn: lt'[r. Dcnny
Arnour: An'Jerson € I lastings;
UltS Consrrltants, Attn: Mr" l,cs
Rill Carr
REID OBSETNGR
Steven L. Pawlak
APPROYED B'
Wood
Chen€Nonlrcrn.lnc.Cd-rU|' ardrr na t r-5
REPORT OF FIELD NUCLEAR DENSITY TESTING
AtAwTtAFR'|tctD.t!crrxlll}tFl^E^}oo,Fftt6'Ar!{'!41A,rf'tr,i/.tTtD|sn(c0fr'fxrur''raT'lTrtl.qlcrfxrlr^}oA'l}w/^'Drrfli.iI -
rp. t sr^rrrnxrl cocrr.tt(t6 t'i rnrrcB rr(t oR ifq^art€ cu r-rriri-g-enrl nxip o'n flI}i rrPio'a- 91ff!6 rlr 8f DtFor'D (r lfTll IE I]F 6
carurE r'a.EI q tI /fFr{)a}.'l xll rtifD lo x lfltnt|q'
^ a-tr r r'. [XiE-lr... .. ..,.r'r-
r-ir l.' CEIO' {/ts
To: Tol,lv OF VAIL JoB No. 4 998 90 0ATE B/g/gO
Attn: Ilr. stan Berryman DALY REpoFr No. 45 5gEg 2oF 5P.o. Box 100Vail C0 81658-0100 llWOtCE NO.
PRq,Ecf Addition to Vail Transportation Center, Vail, Colorado
SPEC|NCATIOI{ COYPACTION & )IATERIAL
MTNTMUM REQUTRFD lN-pL,{CE DENSny 98 r AS
CONSfRUCnoN CoNTMCI0R: R8,rB Excavating p51
DETERMINED Bf:
LOCANONS WERE
ASTl"i D1557 under footin5
sB-ECTED a|y: Chen Northern
TY?E AI.ID NUMBER OF EJRTH MOVING UNNS
T'/PE AI{D NUMBER OF COMPACT1ON UNTTS f
MEruoo oF ADDTNG MotsruRE natural
t hoe
dual wheef rollerI junp jach
THICKNESS OF UFT as req
NUMBER OF PASSES A6 rEq
LOCATION
DEFTH ORg,.Et/AnoN
(FEEr)
LABORATOFNT FIELD
PERCE}JI OF
(RE.ATI\E1
tl^xra|r)
OITIAI€)
SOIL T-TPE
It->l
NO.lrAxrMuM
Drr
DE}.{STTY(Dcf)
OPT|MUM
MOISTURE
CON1ENT(r)
DRT
OENSTIY
(Pcr)
MOISTURE
CONTENT
(u)
210
211
5r ll. of C ]-,i-neat 11
5r N. of C l_,j.neat 12
179
17A
140.O
14O.0
6.r
6.L
L3L.2
128. B
10.9
12.'92
sl. silty
sandygravel
tl
D Futt TIME oBsErvA]loN D PN{r rlME oBsER/AlloN
nG arFgr pittrxT! exr>rt FlrrrD at ^ ict[r tr qt ocfF/ txt 6 f rltl ptrct)rDar. rt lr^!t Ff:llf! 0{ rHF crtnR(fm Io oD{rr{rt franHo tr{
;ac1rargxgtD c1lrlrcrp urgrr {ro ix*n;11 rc nrr urqrp n1g nlts rrtx dh on'strwr c 1rfi 9!611i.19 -(1rrr r1r13 rf,srs r^r rrot tr 11f rnl 6;{Y
As Elftir r..t<tltr tD c{an rE a,l oclFfir! Jtt\rdlrxr. rsr un ijlf -trn iir-gr rrss ful atr{xr6 otl f,llfl}Rn tttt n[ ulJTl vEt|rEArDS'
fiE Nt C|IAR DO€OrIEIER UEnTOO OF IESnNC H S USED N SrrsS'rAXrUL rccof,tlfLcf wllH Asllr D2ee2 alD DJOIT
PRELIMIMrY OBSFflAIONS AilD/OR TESf RESULTS VERBAIIY REPORIED TO! r oo ru.,..^
%
pRocRESS REPORT The above tests were perforaed on the fillin compacted lifts for footing under-Stair #4, Line C at;tion 178, Advised contr^aetor-rn rnu'o[ mq!-si,riie content.
being placed
11-12 base eleva-
coP,Es Xt:l?"'"?l'E:i.t'fi*::l'"'u:.
Anderson 6 Hastings; Hr. Liary !4urrlan;
pCl, Cons truct ion,-Attn: Mr. - Denny Armourl
ilii i.iiiiitintsl'nttn: Mr' Les wbod;
BilI Carr Steven L. Paw1ak
RU.D OSEM/ER APPROYED Ff
Chen€Nonhern.lnc.C.rdft ardt ... .a ta-
REPORT OF FIELD NUCLEAR DENSITY TESTING
ll A riml{' utlclDl l! qn'.tt nt trt'E ,to qrat* a E @ fi: ttlttrlD rs r}G @tutql.!*'crr c ot cuxnl flo atfrrxt tDl tDt n'/i'tF
tn g. rrn1axrr cpqlgr q; 1;ra.crr ?ftra q1 16j.p.r g1r 6,gfff,ffi6?ililiti*rianot reilg$t- ilrLE rrr r E CD t|r r E IF !
or'ttrD urgl ollo llhr[drr rl lm lD n [|'n'
a rrr- I r-lffilr.- d -rt t r
G-nr rh GItt ^ +/lf
i
i
1
To: Tol{N
Attn:
P.O.
Vai I
PRO.'ECT
OF VAIL
Greg Hall
Box 100
co 816s8-0100
Construction Observation
JoB No.4 463 eo DATE B/B/9O
DALY REPORT NO. 45 SHEET J OF
llwolcE No.
Testing, 1990 Vail StTeet fnrprovernents, Vail
sPECncAnoH coYP CnON & yATERt L
MINIMUM REQUIRED IN-P|,ACE DE\lSrrr
CONSIRUCTION CONTRACK)R: PCL
x As DEIERM,N- o, ASWI Df55?
TEST TOCATIONS WERE SNTCTED Ff:
95 under slab
Chen l,lorthern
TY"E A'iD NUUBER OF FIRTH MOVING UNfIS
TY?E AI{O NUMBER OF COMPACI]ON UNTTS
METHOO OF ADDING MOSTURE
1 bob cat
junp jacks
THICKNESS OF UFT
NUMBER OF PASSES
q.o
as
req
req?
LOCATION
DEPIH OR
ELEVATION
(FEEI)
I-ABORATOF'FlEl-o
PEFCET{T OF(m rDv
r. nl|ra)
OAT||ID
SOIL TI?E
rt)l
M).IINOMUM
DFY
DENSTT(pcf)
OPTIMUM
MO! TURE
CONTENT(u)
DFT
DENSTTY
(Pct)
MOISTURE
CONTENI(z)
71i
?u
?LIl
by aE 1o
R9 at 25
B9 at 24
Llne
Line
Line
DLI
DG
DL7
rJ6.o
u6.o
136.O
5.9
5.9
,,e
L3L.6
L3L.2
lJl.0
6.2
OoU
6.3
97
96
sL silty
sandy
gravel
llll
E ruu rlME oBsER/ArIoN tl PART TIME oBsEFvATloN
IrFr f,FflT ?itIJ{I:t et{Or FdiaD at l iEntT or or! Gttrlr rprE oi rnr- Ptrcftft r. af }x\t inF clJ f cofll'GIII ml cDfill(f, lF"llln I':
ftc'pr,rtxnfn ccrrtc.nrt oT(lrl ato uGnrr ro ntt rxrar.o n* nucr n*r'ih' iiei.,rr' e -xrn qca!!{tl?-4-rtl rp6. rsrs rif n D( c t tn {taY
^s
rlryrD x.6Rsfrr m crr-nrrt a;i-rigrr,or:-lrrmrxr. isl orre r*' -lin iie tii i^!s rur rprlus at{ llgnm rHr nL lEnt sEofE T0!'
u€ !|t,cu n ffxsglcrEt uEt]po or lEmt€ wls usg) tN slrsstl]fil L lccoRq ilcE trml Aslu D2992 Al{O DJO17
PREUInI{.{RT OBSERyAIIONS AND,/OR TESr RESULTS \ERB tLY REPORTED TO: Le6 ll'ood
PRoc,REss REPoRT The above tests were performed on the structural fillbeing placed at precast concrete colunna, Line ll9 24-26.
coPlEs lfuller Engineering co., Irc.
BGB Excavating
Bill Carr Steven L. Pawlak
REU) O8SER1/ER APPROVED Ff
Chen€Nonhern.lnc Conr|ttLr{ E telr|..t cnd sd-&i.
REPORT OF EXCAVATION OBSERVATION
^s
A slrlrxl Pi(tIErIr. lo crfrlsr lrt( PnllE l|0 qJis.rwl al fifl'dml rnt 3uraTED a5 nl€ oorrrrxn t PnrrnTY of (tn o-r,|is. xo Arnlr rn{ foi
'tn-rl-1|'r(|'slrnltx|5'c{'quat6f'|tfI|RA;|5''(I{nftqA,{|dou|trt'|oRl3r5nt!.rM,Ptrru'r,qJrtr'E||l}llf'lt('A-sllfu5nIr0C'|.c.Dtfll|tl:'|sqr2u]u, ul{ltt otlrr xrir,rralxllt .rr!t t4!,lD Io trntvql
^ '!-r.- .t r.[ t tlXlr-" e, o.traJ..
F n| rb, c|alOJA a/to
ro: JoB No. 4 Js8 eo oxe B/B/9A'I'OI'TN OF VAILAttn: Mr. Stan Berrynan DAILy REpORT No. 45sHegf4 of ,
P.0. Box L00Vall CO 81658-.0.100 llrVOlCE NO.
PROTECT Addition to Vaii. Tr:ansportation Center, Vai1, Colorado
D(CAVAION FOR: Footing
LOCATION:
Stair l{o. 4r Line C at 11-12
O(CAVATION BASE ELEVATIONS:
L76
IIAIERIAI-S E(POSED lN EASE(S) oF EXONAIoN(S): rltet nnanmade fil1,
REI,tARKS: Pumping and lvet material renoved and area etabllized wi-th a
compacted lift of crushed grayel.
VERBAL COMMUNTCATION WtI]t CONTRACTOR, ENGTNEAR, ARCHmCT, OWNER: Les Wood, oufnerrepresentative, advised of removal of punping and wet material.
PROGRESS REPORT:
Michael Barber Architecture,
COPIES Ag1n ; Mr. Scott hlartl; 5a1y lntur-rlin
furderson G llastings; PCL Constfuction
Services , Attn ; l'lr. DcnnY Armour;
URS Constrltants, Attn: Mr. Les !{ood;
Bill Carr Steven L. Paw1ak
REI-D OBSERVER APPROVED Ff
Chen€Nortlrern,lnc
O(r.dfr Orfrt -!a 5.Lnrr.i.
REPORT OF REINFORCING STEEL OBSERVATION
,J A r.mrr fDrrEtDt E clrxxl n( turE Alo (ri:rtlt:t |lf io'oirt ,a{ lrrrmD lr I}{ corrnnl,t- i'IrtrrY tr drl drxtL 4,o- fl!! qarDl lci Pr,{ r^-
rx11 1yr stlnrardl 3rrttltxro ci mu41l 1r(tr ot [o^i.rt q; mrcrtr-s minio Foaotn crr riorDl ,ftittfA- : lftE tll c Dltlltt (r rfitn lt:mB (!
(xrfrf|ID rnrtn o|t(t fA]aE lxM f l€|t[l) lo ll tllll€.
^ dr- .. ".1]lnr l:-r .. .6tar..
rrir ,.r. Cr{ll0 r/F
TO:
TOI1IN
Attn:
P.0.
Vai I
PRG'EGT
OF VAIL
Mr. Stan llerryman
Box 100co 816s8-0100
Acldition to Vail Transportation Centcr:,
JOo NO. 4 39_8 90-
DAILY RF.PORT NO.
rrwotcE No.
Vai 1, Col orado
DATE: B/B/9O
45 sHEErS oF
sTRUcTgRE lVall
roc TtQ{E"EYAIION
FElroRc$rc
cotaror5
r/f,FncrL HOEZOa{I L
Existing tunneStair l1o. 11
S. of A Line
@L3
Level 20 if4 @ 1B'?
OC FF
2L /14 @ 1B'1oc ll!'
L6 il4 @ L6tl
L6 #\ @ ).611
e /t,4#4
4#4
top cor
@ l5tr c
@ 16'r c
FF
NF
at 2t 5rt B.F.
B.F. extend throughroof of tunnel to spliceinto wall 6ove
+
SPEC|FE nq.ts: stEL cR^r: 60 fl nens uso
RElfBc|rfii ctfAilLe|etstg clean E snoe oR rlNcs uslD
cu RrNcE ANo @vE t ag req. Ei corrnrcron rnrsro
spuor{e spEcrrc rp * aa reo d;ruu-nue otFExr/ rloN
BAR g'PF(nTS: TY?E
. D PART-TIIIE OIISBVANOil
FI{EH l}PtrlCE COI4PIANCE Ye S
Ho'rr ffi,,ffi ffir.ffiffi ..-ffi,-W[€ lNrIlA(.LY WH€rl
- EXAID{g) RE-ECIrIDIID
PROGRESS REPORT The reinforcing steel appears to be placed in general
conformance wi.th project plans and speci"ficationsn
Michael Barber Architecture,
COPIES Attn: Mr. Scott Ward; Gary Mur:rain
PCL Construction Sewice s, Attn; ['lr. ttenny
Arnour; Anderson G I lastings ;.llRS Consultants. Attlt: llr. l,es Woocl ;
i3i11 Carr Steven L. Pawlak
FIELD OBSERVER APPROVED BT
Clpn€Northern.lnc.Coo.dUDC fngLr... orrt 5{t rurt
REPORT OF CONSTRUCTION ACTIVITIES
^-s
l |^n||t |'roI|cTDt to clr]f|!, nE FunE fO O(rrFtf/11-Al l!ltg!I_ ,( 9-l!fTm a3 n[ coF rfxruI,.- PrF rt rt otn ctlxT!! ']O A'ngrulru{ rn n'l u-
,rr. d sraFF'.rs onqrr:€.oi rxi/.j1! rroq o{ Frrrnmo ou mqnif*s-dg.ri,tl m;i[iMi-ixx irrnrtn ildwx- sart ct tllr u( D5t'ED oF AtTrt rurro 6
cc.r'uttD rl.rtls oltlt Alilr<lrtrxl rrc rsuD lo ol rulxr
^
,,.'.r- .. *@* o. oo.'tt'-.
rd6 15. (r.f,loA a/ao
To: TOWN OF vArL JoB No. 4 398 s0 DATE S/9/9O
Attn: Mr. Stan llerrynan DAILy REpOFff NO. 46 SHEE1 1OF 5P.0. Box 100
Vail C0 81658-0100- llWOlCE NO.
PROIECr Addition to Vail Transportation Centcr, Vai1, Colorado
WEATHER CONOffiONS AND TEMPERATURE clear, BOo
CONIRACTOR'S CON5IRUCTION ACIMTIES
PERSONN&
MM)R EQUIPMENT!
ASTMNE*
cHEll-NoRTHERT{'s srE AcIMnEs FuIl time obgervationr tegting and.lnspection
of stiuctuial f111 being placed for footingr Stair I'Io.4r C Line at
11-12. Reinforcing steel bing placed for footing Level 1 and 2r Stair
Iio. II and Level 1 and 21 Stair I{o. 10. Placing 86 yds of concrete
from I:15 througtr 6:41 p.n. for stair and walls llo' 11 and Stairs No' 10.
VERBAL COMMUNICA1ION WITH CONTRACTOR, ENGINEER, ARCI-IITECT. OWNER
trlichacI Barber Architcctulc,COPIES Attn: Mr. Scott Ward;Cary luturrain
PCL Construction Services, Attn: Mr. Denny
Arnour: Anderson ti l{astings;
UltS Consrrltants, Att-n: Ml'. Lcs Itrootl
B1I1 Carr Steven L. Pawlak
F]E].D OSERI/ER APPRO'ED F/
Chen€Nonhern.lnc.C-IJU.{ lrah- .ra tC.fr
REPORT OF FIELD NUCLEAR DENSIfi TESTING
TOT{N OF VAIL
Attn: Greg Hal1
P.O. Box 100Vail CO 81658-0100
PRqrECf Construction Observation Testing, 1990
JOB No.A 465 90
DAILY REPORIT NO.
TNVOTCE NO.
Vail Street Inprovenents, Vai I
DAIE B/9/9O
46 5HEETA oF
SPECINCANO}I COUPAGTIOH I IATERIAL
MINIMUM REQUIRED IN-PLACE DENSTTY 98 T AS
coNsrRucnoN CoNTMCTOR: B&R trixcavating rESf
DEIERMINED Bf: ASTl,l DL5r7
LOCATPNS WERE SEI-ECTED EI:
under footi-ng
Chen }lorthern
I hoe
dual wheel rollerI Junp jack
fiIcKNESS OF UFT &8 lBQr
NUMBER OF PASSES &5 r€Qr
TYPE ANO NUMBER OF EARTH MOVING UNTTS
TYPE
^ND
NUMBER OF COUPACTION UNITS I
MEtHoD oF ADDtNc MotsTuRE natural
LOCATION
DEPTTI OR
ELF/ATION
(FEEr)
TABORATORY REIO
PENCEXI OF(Rs rDvnaoJu)
OATAI6
SOIL T}?E
I r-)l
NO.IlA)flMUM
DKY
DENSTTY(pc{)
OPnMUM
MOISTURE
CONlENT(r)
DFT
DENSTTY
(Psr)
MOISTURE
CONTENT(z)
2t(
21i
2t:
1 !t 1'I. of C Lineat 11
[ 6r N. of C T,ineat 12
6r N. of c Lineat 11.5
L7B
L79
L75 140.0
140.O
140.0
6.1
6.1
5.L
r37.t
L37.8
I}B.O
7.8
7.9
'/ .6
9B
9B
99
sl, silty
sandygravel
lltl
tf
E FUtt rME oBsErwAnoN tr PAI{r rME oBsERl/ATloN
ItG |Ifoir piEFxI' q' n'6 Fdr.:D Alt A rEtal dr o(,N Glrll^rx t of, ntt ptfa]l.on. ffi }lAt/f irrnD (rl IrE c(rltlrcnoi 1o cof|xrr
^FFLY'€
rtf
Ftoq||Dtrf,D D(lt C|t\/f fttfit AnO uogttif tD n[ fUnRo nrt nrrr rriX dh inctnnr f NOf Gtairto '('|rr^tlt{3 TEtli l'l( l|AD( o: nf, rf,L OtY
rs ranrtl xrrrsrrr ro-ixrnrn ai-rfunjtri]uin*.xr, irsr o,rrr rii -riri iia-ttt iirrrs roi 4firt6 o{;l{flrrB r t nu vltT! lFIrr^tDB.
THE Nuc|IAn D€XS(ITEIIR U nrclt Of lEStrlS t S rrSED N STTSSTANruL rcffiD^l{c€ firH A$r 02992 ll{0 un17
PREUUIMRr OBSER1/AT|ONS AND/OR TESr REULTS VERE l.LY REPORIEo TO: LeB Vfood
pn(rcREss REpoRr The above tests werd perforned'on structural fill that
nas removed and moisture corrected material run through Grizzly and
placed in compacted lifts for footing Stair /14. C Lj-ne at Grid 11-12.
@FlEs !tuller Engineering co", rnc.
B€B Excavating
BiIl Carr Steven L. Fawlak
FIEID O681/EF APFRqVED ST
SiffiffiEtr#ffiR#"ffitr"ffi8$""' "U"ffilfffi'f'ffitolru D ulr diu n@ rf, m to t nnc
^
m- I r-flffile ....n t-
fFr rb oltdta {/|o
Chen€Nonhern.lnc Cc.r.dlr{ E,rglrflr aiil ld-rl$t
REPORT OF EXCAVATION OBSERVATION
TO:
TOI{N
Attn t
P.O.
Vai I
PRqJECT
OF VAIL
Mr. Stan Berryrnan
Box 100c0 8t658-0100
Addition to Vail Transportation
JOB NO. 4 398 9_0
OAILY REPORT NO.
tlwolcE No.
Vai1, Colorado
MlE B/9/90
46 SHEEr] oF
Center,
E(CAVATION FOR: !'ooti.ng
LOCITION:Stair #4, C Llne at 11-12
E(CAVATION BASE EL.EVATIONS:
Originally @ 178.0, now at 126.O
ldATERhts E(POSED lN BASE(S) OF D(CAVAION(S): l4anmade fill
REITARKS: Additionar J 2t of fill xenoved due to wet punping rnaterial.
VERBAL COMMUNICATION WrTTI CONTMCTOR, ENGINEER.of naterial exposed at subexcavation ARcHmcT. oWNER: Les VJood advisedlevel. Additlonal t 2r of fi"ll was
Iremoved by g8.S ExcavatingrStructural fi}l w111 beplaced lnfooting base elevation.compacted Ufts to ori.ginal deeign
PROGRESS REPORT:
Micl'rae 1 Barber Archite cture .
COPIES 411n; Mr. Scott tVard;53yy Murrain
Anderson € llastings; PCL Constfuction
Services, Attn: Mr. DennY Arnour;
tlRS Consultants, Attn: Mr. Les Wood;
RiIl Carr Steven L. Pawlak
FIELD OBSEF/ER APPROYED F/
,s ravn Al PiollcT|]i to ctrxB, nE PUEr ,Allt arital\t\ Il. Frtorls rJ|f sugtltfr] as nG ,aDfxrul pncffrY or 0f clrt{r:. lJ0 AlrtrmllDt toi a.aLta-|r,r(rs|^|l.ItrE.o(,aus{'4o{fr|R^c|5l'(I(n'.tq^'€o.Jl|lrtJ'0fl3!i|.t5.J{fDPtl.D|t|co{,|ln(lttI/r/Fl(rA.S^|?usiulio6iaID6|f|trluns(Ir|rtltil' utlll| onlt l.irl|rrx|.lt lrit ,a[rD t() H $trwlil
a i:rt- ., r-fittHlr.r ..6.trdir..
F.rrn tlo. Ctf lolA r/a(t
To: '19tu" or; vArL JoB No.4 j98 90 DArE S/g/gO
Attn: Mr. Starr DcrTynt n t.r I E
t).0. Box 100 ' OALY REPORT NO. +o SHEEI l OF 2
Vail C0 81658-0100 6MICE NO.
PRGJECT A(l(lition to Vai 1 'franspoltirti on Cclttcr', Vail. Colotado.
spErp^rpBs $,uup 3-5 An coNrEl{r 4-B
suPPun vi.l'{obileuu Lo. A JoOo ^rrre{r
rorruR^ruRg nrl'rc€ 60-80
lEr
l|(l.TNT'CK
ML
IP(EI
Mt IIUE
a rclE)nuE
ln&vtD
Tll,l€
sAIPr.[D
Rf\rcUrrFil
@UHIER
IEOIN
RElOUrrEil
@IJNIER
@uPr.EIKtal
A'Irc YAM
LOrD//
CUUUTAIII/E
lt lER
^&€Do tt oaas
I
I
3
4
,
6
7
r50
Ilg
54
114
150
54
114
L479
14Bo
14BI
1483
1484.
r4B7
1489
L:57
?:?6
2242
f :OB
3:28
4 :11
4r25
I:2O
2:43
2z5B
3:L5
3241
4t26
4:40
2255
aa req
as req
aa req
aE req
as req
aa req
aE req
aE rec
as rec
as rec
aa rec
aa rec
as r6c
ag Tec
B
15
24
32
40
48
56
0
0
o
0
TEST
1'&
$u,lp(ur)AIR
OO{IEilT(r)
TET U}ITT
f,rtFlft
(Pcr)
YAD
coNcnflE
TETPE-
RATI'RE
cn
Rfr.rro(s
2 4 t/2 6.8 L39.6 JA { cyU-nders cast
PROGRESS REFORT Sarnple takenative, Le6 ltood, requested
fron truck, punper intine and visual slunp
'u.B€o Owner
obEerved on
represent-aIl trucks.
^nerFr
lrlichac I Barbcr Architccture;
Andcrson I ltastings i Gary Murrain
PCL Construction Scrvlccs;
UlfS Consu ltants ;
Bill Cam Steven L. Pawlak
RELD OI]SER'ER APPRSVED SY
Clrcn0Nortlrern.lnc.Cdn,lt|| entlrr ci sd-'lr.{,
REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS
a! l l| nt|( tno'rErDt ro tltxTr. Dt rrnt ro 6.i?lltt, at rrtdrn| ^,lt lti.nrtt Ar trr @ntJ.rr^r-firrtrrtrY rr (ri dfxr* lro a'Drtt'atrtl t(t xfr^-
tpr or srarnarrrl cdrlrrrf, 6 frtr,cn ni(rf (! ifer{rr€ o,r nrrxri-d^ciinib' j"rxro-cn rfrtttrl ,rtf(l/A- a'^lt'ttt trf lt oFfqrD f lnll tt:ttl$ E
odru:llD rttttt t||tt tGr,Ilrxl| ,aa ,i'etD tl, l{ tf,ltro,
A 'ir* d r'.[Xttl-lr..r ., ...r?.ir.
hr )|. Crall{ a/to
T0: 1gg1r1 Ol: VAI1,
Attni Mr. Stan Bcrrynarr
It.O. Box 100
Vail C0 81658-0100
!!!UECT Adtlition to Vai. I T-ransportati.on
JOo NO. 4 S98 90
DAILY REPORT NO.
|}ryolcE No.
Vai1. Colotaclo-
DATE S/g/gO
46 sHEr5 oF
Ccntcr.
SftErlCAIXt€r Srljup
sllPPuEWo l"lobilelu r.o. A 3000
3-5
a&Err TETPER TuRE ,.^^c€ 6o0-8o0
tErtp.TNUCTtll.TIO(ET
t{(t.
TIT€
IIATCHED
Tlu€
/lnftI/g'
TIlrE
SAI|PI.ED
REIjO(UnO
@UNTER
tfulN
RF]OUTDOa-|
c{xr}|TER
@uPtEloil
CUIrc YAE}6
Lo D/
CIJUUI,AIIIiE
UA1ER ADq)crurMs
d
9
10
T1
r05
117
119
45
1490
1491
L492
1.493
5:O5
5:lJ
5z3B
5:5o
5z16
5z30
6: OO
5: 10
5:40
aa req
as req
as req
aa req
a6 req
a6 req
a6 req
as req
64
72
80
AA
0
7
0
0
T€STm su[?
(Dr)
AtRo$rElfi(I)
trET UNT
UEAHT
(Pcf)YAI)
coNcrlEIETE'Pt-
RAN'RE
cr)
RgrAfu(s
9 4 74 L/2 hour delay white novingpunper and set up for Stair #10
PRocREss REPoRf Last truck total 85 yds. Completed pour at 6235 p.w.
^norr.!c
MichacI llarl:c r Arch-ltecturcl
Andcrson I llastings; Gary Murrain
PCL Construction Scrvices;
UltS Consultants;
BilI Carr Steven Lo Paw1ak
REI} OFEFVER APPRWED ET
ChenONorrhern.lnc C{r fi &Elrr 'ra Sd-iH.
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
ar A ll,,|tll. norllc Et to cltxll l'f rtft
^rr|
q||!*:r.]Tt. Att rrr.rl1r Arl€ nrrlD at t; cxttDtrtra fa(tlttft f ort Gr Ir6' AO- A-tnmrrrlDl Irn A[rA-
noi'r' nerrir,nri- tilql'rr||-ri'rxrrcrr nnr ot itorrio q.r |'J\tti-6'llianD nirip qn rwu tt?frJl/rL s,llt'tl' ru E oI'llto d rrru fEft Ecor lltD tAlI ll|llt ,tt rrratll l[ .raitlt !o t{ twnn
^ 'rrv.- d t ljtiiilr..t r. ...rr--
tri 15 c|allal aIO
Clrcn€Northenr.lnc.Co.r.dtlog fng|,ti. o.n Sckdr.lt
REPORT OF CONSTRUCTION ACTIVITIES
as
^
rrmrr 'ionctn lp qq{tr- r!f, P(nE fro crjtiEr}ci. ar !qt!!!! ra€ ltr| nrn
^s
n'r cotto{qlffi,uTJl,*Effi trffin#tffift'rii*'rr iiririiirii- cordino|! oa rxruin -rrx m nfn4l|tt*r oui Rtt!(n3 B Fut'|mt Ft]olMl (xn rnfl n
cq|,LfnD ttlSst o'|1t; |aipcrrx'l rE rdt,,D lo ll{ tErr€'
^
ll-rt- ., r'.lTiX-lgt ., 6lv.et .
r-r. L., CrEl@A a/ao
le: TowN oF yAIL JoB No' 4 398 q0 DATE: 8-10-90
Attn: Mr. Stan Berryman OAtLy REpOKf No. 47 SHEE1 1 OF 4P.O. Box 100Vail CO 81658-0.100" llwOlcE No.
pRq,Ecf Addition to Vail Transportation Center, Vai1, Colorado
WEATHER CONoflloNS N{D TEMPEMTURE Clear, 80oF.r Partly Cloudy in P.M.
CONIRACTOtrS CONSTRUCNON ACTTVMES
PERSOT{Nfu
MA'OR EOUIPMENT3
ASIMNE$
CHEN-NORIHER'{'S SITE ACTMNES
Full. time observation, testing and inspection of structuraL fill being placed at
exterior wall and air shaft at new entrange to parking- ranp at C Line, 28-31.5; Stnrc-
tural fill being placed at precast concaete colunns at Line 89, t9-23' Level One up
ranp to Level Two; Structural fill being placed for footi.ng stair No. 4, Line C at
Lin-es 11-12, Reinforcing steel being placed for SLtt topping of deck, Level Four, Line
A-B, Grid 1-6.
VERBAL COMMUMCANON WTTH CONTRACTOR, ENGINEER. ARCHNEST. OY{NER
coprEs xi[l?"'"li"BH,t'fi]i:;El]l"fr,",.r"
PCL Constauction Services, Attni Mr. Denny
Woocl
,Chen€Nonhern.lnc cd-rlhg En*r-r -l g.ltfr
REPORT OF FIELD NUCLEAR DENSITY TESTING
rs l trrut tiottgtDt F ttrxf|, t]f 'ltr ,ro 6|,EalEt At [tottll llt g,r''trt at ]t( ooaDaxTl{. Ptt(tfr?t tr c,r d.Bml ^,o
atl}Q @/ttDl rn tulE^-
ibi- a- lirborrr cirqltEr€ d rrnd-rtu m if,orarin q.r lf,Fqrr! B iEgarifi! p().E€ c,i rElTDr rf?rorrr- 3lttt3 lt't E Dr'(|r, 0r rflr tEtDr 6
oqFrro ua-Dl gl}tl ra$cLr(lr ri( ,c@ lo x rsn*r
a 'Ert- d ".[frifr-l r-r d...4--
ftr l.r CLlqt 4.nO
'-' Tolr,rrl OF VAIL JoB NO.4 398 90 DATE 8/IO/9O
Attn: Mr. Stan Berryman DAILY REpoRT No. 4? SHEEf A oFP.O. Box 100Vail C0 81658-0100 llwolCE No.
pROJECf Addition to Vail Transportation Center, Vail, Colorado
SPECIRCAT|ON COypAC'noN t UATERIAL
MINIMUM REQUTRED IN-PIJCE DENSITT 9'
CONSfRUCIION CONTRACTOR: B&13 Exc avatin g
AsTIr4 D1557 Ext. Wall &
SIab
Sn rgTFJ Bl: Chen Northern
X AS DEIERMINED Bf:
TES'T LOCATIONS WERE
TY?E A}'IO NUUBER OF EARTH MOVING UNTTS I
TYPE A},tD NUMBER OF COMPACTION UNTTS 1
MEIHOD oF ADDtNc MotsIURE natural
TH|CKNESS OF UFT a6 req
jump NUueER OF PASSES as reqjack
front loader
hoe tamperr I
LOC,ATION
DEPTH OR
ELEVANON
(FEEr)
I.ABORATORT FIELD
PSCE{T OF
(Rs-ATrE/
MN0lnra)
osTrlE)
SOIL T\?E
IrJI
NO.
MAXIMUM
orY
DENSTT(pcf)
OPnMUM
MOISruRE
CONTENT(u)
DRT
DENSTTT
(pc'r)
MOISTURE
CONTENI
(x)
2r(
',ZLi
21i
ztt
5f ll, of C l,ineat 28.2
4t N. of C Llneat ?9.5
5r iY. of C Lineat 28
6r It. of c Lineat 29
14' ns
12r BS
l0r Bs
AI Dq
140.0
140.0
140.O
140.O
6.I
5.1
6.L
6.1
L37.4
L37.6
L37.8
J-17,2
7.6
7.2
7.Q
7.3
98
9B
9B
98
sl. silty
sandygravel
E RJLL TME OBSERVAIION D PAFTT TIME OBSEFVATION
TG rEioit Pmx){l:r at rDS FlrliaD rS l iE:t LT f q.n Oc8\'^llrrt Of rlt n rcf)rotf. rf ]qvt rnJtD dl ltf COaIF^cmi m coxT]lt{ ,r+1nf€ It
ir!or&xp cirtrcnt :rrurt lo trcEnrr m nu oucr.o Dt{ rsEi ftf,x q-r oGE Mn !r }rot {EtfrMr€ c{rarxrts. rf,sls r f u^tlt f fif tlu <>(Y
rj-Eftrnntce$|'r lo cr,LnaE q! cE.]itrnt Juoc[){rt. rEn o^ra lfif rpr tr( rn aslt ton ortlD6 (ri l}r6nrl ll|t ru ltEft lrEcttarp.l
IHf Ht CIIAR D0asouErB uElltcr) of TE'Itlrc trAs usED rN g.r8sra{TuL rccoftDANcE IYIIH A5I}r D2902 Ar{D DJO17
PRBJMIMF/ OBSEj|VATIONS Al.tD/OR TESr RESULTS VERMTLY REPORTED 1gr Les Vtood
I
par
tak
l.I
o
aIr kin
en
fil
elv
ns
'i'tre above tests $tere performed on the structuBlff$$-f"Wnt'exterior rvall and und.er exterior slab area
ramp entrance and air shaft Level l"-4r Line C 2B-3O.5. Ele
--.! -.r-lL - J-
ur
fo
va
^"'Dr!c
Michael Barber Architecture,--''- Attn: Mr. Scott Ward; Gary Murrain
PCL Construction Sewices, Attn: 'Mr. Denny
Armour; Anderson & Hastings;
llRS C6nstrltants ^ Attn
rfutu D l,I ll T,(,tt vtil
Bill Carr Steven L. Pawl-ak
RE-.o OASEFryER APPROVED F'
Clren€Nonhern.lnc Cs-rtitrr Endn rta S*f
REPORT OF FIELD NUCLEAR DENSIfi TESTING
f.f Js"ffi-l? * ffi# ffiH.#"ffi*T"'#-"}#ffi',f .S-ffi &"ffi'S'#;
rytr|rD ul-rt oDrl xi {raxtl lf, l4[ID lo N rnn*r
^ 'i-its d *[Tilfrlr... .. ...''r.rr-
tr'i h cralsrl .^o
JoB No.4 3e8 so oxe B/LO/9O'"' Tolrtr,l oF VAILAttn: lrtr. stan Berryman DALY REpoFtT No- 47 sHEEr 3 0F
P.0. Box 100
Vail CO 81658-0100 ltWolCE No'
PROJEgr Addition to Vail Transportation Center, Vail, Colorado
MINIMUM REQUTREO tN-pt.',ACE DS{SIrr 95 r As DEIERMINED E/: ASTM DI557 under slab
coNsIRUCnON 69[1plgTgp; PCL TESr LOCATIONS WERE SFr FCTED FY: Chen Northern
TY?E AllD NUUBFff OF EIARTH MOMNG UNIIS
TYPE AAID NUMEER OF COMPACTION UNITS
METHOD OF ADDTNG MOTSIURE natural
II bob catjunp Jack
THICKNESS OF UFT
NUMBER OF PASSES
a.D
a6
req
req
LOCATION
DEPfi OR
ELEVANON
(FEEr)
IJABORATOFf NELD
SOIL TY"E
IEJT
NO.tf,{xtMuM
DFY
DENSTTY
(Dcf)
OPTtMUM
MOlsruRE
CONTEMT(r)
DFTT
DENSN'T
bcr)
MO| TURE
CONTENT(r)
PERCEXT tr(Rtl.^mv
tuxuA.rr)
OSTAffD
22C
??t
??)
Line 89 at
I-,ine 89 at
Line 89 at
r9
1L
23
SG
Dtt
Dtt
J-36.o.
L36.O
1]6.o
5.9
2.9
5.9
L3r.4
IJI.8
l-1L.6
6.3
6.5
6.8
97
97
97
sl. silty
sandygravel
tlll
d nlu- TIME oBsEm/ATloN tr PAFr rME oBsERvATloNHffiffi{ffi#kffi}#ffi.&.ffiffiS'
1l€ HlrctE R DE}GOLEIR UEItm of rEsnNc w s usED tN suttsr^t.flul rcconoAllc€ wrTH ASIlt 02902 AND D3017
pRzuMtMFnf OBSEF/ATIONS Al.tDlOR TES1 RESULTS \ERBALLY RFTORTED TO: LeB Wood
PROGRESS REPOFTT ThE AbOVE
cei-n6 placed at concrete
tests vrere perforrned on
columns B9r Line L9-23,
the structural filllevel existing structure.
.-..ro,r= Miahael Barber Archi te cture,
"-''* Attn: Mr'. Scott ltlard; Gary. l,turrain
PCL Constnrction Services' Attnl 'Mr. Denny
Arrnour I Anderson I Hastings;
llRS Cnns,rrl trnts - Attn: [tT. Les l{ood:
8111 Carr Steven L. Pawlak
REID OESERYER APPRWED 8T
Clrcn€Northcrn,lnc.
A rllt ltefxr r|a &r-l!.
REPORT OF REINFORCING STEEL OBSERVATION
|r A qmLt frElTctDa E Gtr)fll rHt tt.lE a|) (ll:nwl al itt Tr l|lt lurrrnD Ai l}r oo{ElxlvtiEttlTt f (Itt cuxll xo-T muc rbl tui RA E^-
r(f o. s|lnra-r.rl oorEurn{t <n rxrucnt rrlrlr ot [qr.{ cr.r nrxriir-r-liinio ttird€-dt rrrnot rr+mnl ! fuJ xll E 0ctqL0 (F ItEn njllr} 6
oc.nr.ftlD {.}lr:rr ontr lAirrlrlxlt lrlt lgrll, ro N lFlDrl
^ 'i-r.- .. -[trf-tf fl r-r er crr4crr-
trrrr t5. Ct{l llA r/9o
TO:
TOI'JN
Attn:
P.O.
rt..-i 1
PROJECT
OF VAIL
lvlr. Stan Berrynan
Dox 100
c0 81658-0100
Addi ti on to Vai l 'l'ransport-ati on
JOB NO. 4 398 90
OAILY REPOTfi NO.
rrwolcE N0.
Vai ). , Co l or:ado
o^rt B/Lo/go
47. sHEEr 4 0F
Center ,
5TRUSIURE Deck, traffic island
rcc^ntl ILEyAnoil
R@TFORCDTC cgllo{ni
!€Rncr|.HO6:rO tA
A-g Line,/1-5
A-B Line,/1-6
A-B 1ine,/I-5
Level 11
Level 4
Level 11 154 MK 4002
DV/LS @ 12''
ld @ Bt' oc
#4 @ Lltt oc
#5 x L7r2'r
1#4x4ot2#4x271
botton cont. N-Stop & botton Lap 2orr Min.
Btt oc top of expansion
Joint lap with #4 @ 2r"
L #4 x 33t 8" 2 t'lK 400jL #4 x L6t ) Iocations
sp€crnc lon* stEE" cR rE 60 all rebqr
Rsrfrnq'c cr..E r{uNEss: .r33l"t coated
GLEAI^NGE lltD COVER a6 req
srucmc sPEcnc il)1t* as reg
BAR g.FFORTS: TIP€
RIIEH
1s El naxs r.seo
E snoe DR,rwrtcs us@
6 conar*rcroo ^t tseo
El ;ruu-nle ocsEff rrcN
E prrr-nur rxlsavllloN
Ir{PlrcE @uLPl llcE ye6
U€T PRO'ECT UET PROJECT
REOUIFEIENIS Rf,.(UIR€r'A'TStltf}t tNIIur.tY VYHE}I
O(^I.|NED RE-D(^THED
o^lE
RE-ECATIII@
pRocREss REPOKTThe relnforcing steel appears to be in conformance with
the job specifications.
Michae1 Barhcr Arcltitecture,
COPIES Attn: I\,1r, Scott Ward: Gary Murr.ain
PCL Construction Services, Ati:nl Mr. Denny
Annourl Anderson S llastings;
UltS Consultants. nttn: Mr. Lcs Wood:
Bill Carr Steven t. Pawlak
REI.O OBSERilER APPRCTVED F'
orthern.lnc
REPORT OF CONCRETE PI.ACEMENT OBSERVAT]ONS
Al A lltrl|( ulctD. I alrf]llt lt( EIE rl]r, (t.*rrrTl Al' itFdrei {tt !tJr'f[D Al trf actDt]lTrr-lrt(fi'nr of dt O fx|lr lt5 Atnbi(t^?Itl tG 't[-t^-rnr 11' 3ral?rr$r;1 11r(ur111,r 91r D6r.cr]r r;1ra 6rr ifo f1;r€ gl,r nro#ii'o-idrrio"nrl'ii-un -r'[rttx /rrrF('/,{- s^rn8 ral tE DcFqrD d'ln[:tl]l' 6
oo.rt,IltD t a.lI onrt , Qlralt na tati r, ,l l[na.
A 'r:r- d r.F]itill.r ,..rr.*.
t6 L. Clal laa a./ao
Co.nI|}{ I|ilh-r ri Sd.r{tr
To: 19pp or: vAI r,Attn: Mr. Stan Berrynan
P.O. Box 100Vail C0 81658-0100
EqITECT Atkli t i on to Vai 1 'fran spo'rt ati.on Ccntel',
JOB NO. 4 398 90
DAILY REPOKT NO.
tmrclcE No.
Vai1. CoLotatlo.
oATE B/LL/9O
48 sHEEr I oF
slF UtR
SPCETFEATpiB. rr.l,rp 3-5 AIr cor{rE{T
|rxx l.D. c4500 ArsE{r TEUPERATUBE R^r,tc€ 50.90
lErilo lnircrt{L ncxEr
t{).Ttu€
UAIGHE}
IIUE
ARNilEI'
Ts€s lrPt-g)
RA,OUJIX)f{
@ut|Ta
EEO{
RE\'oU,INN
@UNTM
@uPrfllof{
crr&c YIG
aOr{)/l
cuuut Alrl/E
WA'IER DDCD
a^ll.or|s
I
2
1
4
q
6
I
34
114
44
ro6
46
117
54
L514
L555
rr56
L55?
L"B.
L559
r550
5:43
6 :04
6iZ'
6:40
6254
7 ;00
7:Q7
5z50
6z2O
6256
6z jI
'/: IO
'/ z2O
'l:to
as req
a6 req
as Feq
aa req
as req
as req
as reg
as req
as leq
a6 req
as req
aa req
as req
as req
B
th
24
J2
40
4B
,6
U
o
0
Lv
o
lEfMI su,|?(ur)An
O$IIE{T(r)
WET UI.IITweHr
(FcF)
YlA^O
@rffiETEff-
R^IT'RE
cf)
R[IA'U(S
o 4 L/2 ?.L r40.r 70
PrcGRESS REFORT .9anples taken fr,ou truck. ifine and visual slunpobserved on al] trucks.
,^,nDrFe Michact Darber Architecture;
Anderson G llastingsi Gary Murrain
PCL Construction Scrvices;
URS Consultants;
nill Cam/Sam TJrton Steven L. Pawlak
NED OSSEM/ER APPffOVED BT
.ChenONonhern.lnc Cqrafra fr0b.'t sra Srj-a.L
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
At A rltllLt lr|lrgtDl to (lrxfl ll( FrE Atf, ot;ilttt Ar irturlr ,nf ttF.tEtt A! nf CO.tt},TW r ''tnTt Or (|t dfxf,t, AID AmGllrrlr nr nilr -ixrr'r stetna'.B- crr€lr,!|c 'ci 'rrrrcrr rirr c atrirlirc qr au.of,ri-r nfrlto rorip-q.r m't rtx
^,?f,o/a-
34lrtlj Yu L ottiqlo tr ,rtrr lE llr' E
oo*afltD ltall| qn|.l ,rirf,llxTt lI' rcILD ltt t{ rf,rro.
A 'rrrr- .a -@t t .,...rt--
tri |.r CLSll{ a,/ao
Tol 1'91yp ot: vAI LAttn: Mr. Stan llcrrytnan
It.0. Box 100
Vail C0 81658-0100
PROTECT Atltli t i on t.o Vni I 'frarrsrrotta ti on
JOB NO.4 Se8 90
DALY REPORT NO.
rr.rvorcE No.
Co l orado .
DAIE B/LI/gO
48 sHrrr 2 or
Ccn tcr', Vlr i 1
g,PPUA
sfimrEAnor|s3 SUruP
vx r.o. See Page I AtR @ rrJrr
||IIIENT TEIIPERATURE RAIICE
ESir
Mt Tnrcxto.IETET
M).
nu€
BATCHE,
IIUE
ARM/ED
1|u€
SAIIPLED
ttE\'OUtU.l
@U|{rER
EOIN
RE\OU'In$|
OOUNTEN
collPtEllorl
CUIrc YARE
l-Otllotl
cutut-AlilE
u lER ADO@
o^uoNs
){
9
10
11
L2
L3
I4
114
112
44
r06
46
117
54
156r
r5az
L163
L564
rr65
l-66
L567
7:LJ
n.17
7:42
7:50
7:56
B:02
B:08
7 z3o
7:45
B: O0
B:10
B:1)
B:2J
8;35
as req
aB req
as req
as xeq
as req
as req
as req
as req
as req
as req
as req
as }eq
as req
as req
54
72
BO
B8
96
r04
1I2
o
O
4
t-0
13
1E5rl{L sr.ur?
(Dr)
An@rflIlfI(r)
IET UNT
WEAHT
(Pcf)
lla.o CO}rcRE|EI[IP€-
MTTNE
cf)
ffX\E(s
PROGRESS RTPOTT
nnpts\ I"li chac I llalber Architccturcl
Andcrson Q Ilastings; Gary Murrain.
PCL Construction Scrvlccs;
Ul{S Consultatrts;
Bill Cam/Sam Urton Steven L. Pawlak
RE.O OTTSERI/ER APPROVED ET
Chen€Norrhcrn.lnc C..rd|}{ t'|tb.-r ri sdn|,.a.
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
At A |lrr'( titftEfr rO qtXTt' rt; 'lr'E ,Lt Ortltltl. At irtCrt eltt rrrfrm At nr c0rrrill.fi,ll-fltflttY (r (r'| tt fXl:li l]O-T 'n0!IelD' tit tua'
tu,r o/ trarrrt,nr, cutqrrllrr q! rrri.cls rrtr{ (! itorr!!€ q,r rriE-a"arjirio'-rriorr-crn -rarttu rfno,ta- 34r16 tu EC rt!uttD or Itlrt lfJlDtl 6
od.tIIlD ur.lrI ot'|l rrlrrDa,ftt l|lf rtlLD fr, tr I'lll[.
A 'nrr'- d r'fXllfln + ...-r-'r.
i ir la., Cr:ll{ a,no
TO: 1gy1,1 Or: VAIL JOB NO.4 398 90 DA1r-1 B/\L/9O
Attn : Mr. Stan llcrryman r. or,.o. Box 100 ' DAILY REPORT NO. +o sHEEr 3 OF 3
Vail cO 816s8-0100 ;*cE No.
?R(\rECf A(l(lition to Vail 'l'r'ansportati on Ccrrtcl', Vail. Col.orado,
SPEEEAIpilS: S|"UUP An COffIE{fSI,PPUA UIX LD. See Page #1 AIAT I IEIP€RAruRE R^}IC€
Itsrt{L Tn cx
HO
no{Er
lx).
II|€
EATCHg)
llu€
ARftl/E
Tlll€
S UP|.ED
Rfvoufiptl
COUNTAtro[l
Rf\rounr)tl
@Ul{lEN
COUPT.EilON
clrEc YA&15
r-MD/
CUUUIJ\Ilv€
WAIER IOO@
e uJoLs
15
16
t7
TB
L9
20
2t
22
1r4
r19
44
105
46
LL?
,4
44
1568
L569
Lr?0
L'7L
L572
L573
L574
Lr?5
B:17
B:28
Bz39
8:49
9:O3
9:o9
9zli
9:56
B:40
B:45
B: jZ
9:00
9z2o
9:33
9z3B
10: 15
as req
aa req
as req
a6 req
as rle
a6 req
as req
as Teq
aa
a6
req
req
Teq
req.
req.
req.
req
req
as
as
a6
as
a6
as
120
L28
L36
144
L52
r60
168
170
IO
L2
10
B
9
IO
9
0
lEStt{r stt l?
(t&)^no${nNt(r)
WET UNIT
WEAHT
(Pcf)YIE'D
cot{cf,flE
TE'PE-
RATLIRE
co
RElIffUTS
16 4 3/4 5.2 L42.7 72
PRocRES.s REF0RT Total pour tZO ydJ at tO:45.
/rl1nr.,,F Michacl llarbcr Archi tecturc I--- '- Anrlcrson 6 llastings i Gary Mugail
PCL Construction Scrvlccs;
URS Consul.tants;
ilill Cam/San Urton Steven L. Pawlak
NE.D OBSF.TWER APPNOVED Bf
C{rcn€Northern.lnc.Con rrung €rgh.ar .ftd Sdrtrrtr,
REPORT OF CONSTRUCTION ACTIVITIES
lt r |..m$r piotTcrDl ro clr n! nf, PttE lr(' ot;ttlwr. at |tft'{int |r€ SuirTlTr, As n|f @rrr}ocrrl &tF tY f crt cr-fHE r,o ruT}t'tlz|rDl l(i ?t,rg-
rrr. .1. !it11111.]ri:! co.G1!6 6 qr 5;n^cnr rro{ m nrn fr{.r urr ntrqrs-s inC-rtio' rtinrirri oq rnnror 'rmion- s^lrtcl tlll lf ErE) of rfmlti' E
cf,rralltt Dr-esi ontt Aar ]E {}fnl rr[ lEIn lo ltl lRtlr€.
^ 't r.- d r'.fHiiflrt ., o..n"c-.
rlrri Fo. crctqu ,yao
To: TowN oF vArL JoB No. 4 3g8 s0 oATE: B/L3/9O
Attn: Mr. Stan Berrynan DAILy REpORT NO. 49 SHEE1 10F 4P.O. Box 100
Vail CO 81658-0100 ltWOlCE NO.
PRq,ECT Addition to Vail Transportation Center, Vail, Colorado
WE{THER CONDMONS AI'IO TEMPERAruRE clear, BOo
CONIRACTORS CONSTRUSNON ACIMNES
PERSO}.INEI.:
IAIOR EOUIPMENI:
AGIMTIES:
CHEII-NOflIHERf{1S SITE AGIMTIES Full time observation,Structural fill being placed at outside wall andparklng entrance and aj.r shaftr Level 4r C ti-ne
belng placed for topplng, Level l1 Deck, Line B-CwalI at L,evel I Ranp at Grid 1. Excavatlon for
Level 1 S' of A tine at 28.)-3O1 38tB Excavatingthe excavatlon Lr€ar
testing and inspection:
under a]-ab for new
2B-1O. Reinforcing steel"at 1-6r and for L/2 Xhefooting at service coret
cracked drain line in
VERBAL COMMUNICATION WITH CONTRA TOR. ENGINEER, ARCHTTE T, OWNER LES WOOd iS AWATEof the broken drain line to be replaced by R&B Excavating'
cop,Es Xitl?"'"li"B::.t'ft}*;811i"i,,,",,"
PCL Constnction Services, Attn: Mr. Denny
Armour; Anderson fv Ilas.tings; ..
UllS Consultnnts, Att! : l'1l.l-€-f- t1r-99$-
Rill Carr Steven L. Pawlak
NELD OBSEIiVER APPRO/ED EY
Chen€Nonlrcrn.lnc c'dltttt ad-r .{ SdriL
REPORT OF F]ELD NUCLEAR DENSITY TESTING
A3 A ]l,nUt FEtttG r| lO ctlxnl ll( Fl[r,]o afrtltr]]' Al ff..rrE rlf, srIrarffD At I|q O(t.DfXn,t Plr*'rttY (t qll d[xB lL|,l'o6z^tDl ilt |la ta-
lro.r (r :nlrrlrtlrr oo{rlrr{rr! orr .xnrcrt irf m f! m,r€ q.r mxili'a-iiidil'-pdiio-of -rrrrDt ftPilr'/A- 3^rae r - E 06cD f slrl ll:nx' B
ooEuIlD l'rf,l (' l tir rutxrr rE rciEo lo fi l,Entl
a ri.r.- d r-fHlX-lnr d..nr..t-
rrn t\ €r.l0tA aIO
TO: TOhrN OF VArL JoB No. 4 398 90 DATe B/L7/9O
llSl'u"Y"iostan
Berrvman DArLy REpoRr No. 49 sHEEr 2 oF 4
VaiI CO 81658-0100 tlwolCE No.
PRGTECf Addition to vail Transportation Ccnter. Vai1. Colorado
sPECtncATtoN collp cTtoN & I/ATER|AL
MINIMUM REQUIRED IN-PITACE DENSTTY 95 T As DEIERMINED F/: AsIT,f D1557
CONSIRUC"IION CONTRACTOR: B8tB DXCAVatJ.ng .TEST LoCATIONS WERE SELECTED B|Y: Chen NorthErn
TY"E A}.IO NUMBER OF EARTH MOVING UNTTS
TYPE AI{D NUMBER OF COMPAfiON UNTTS I
MFTHOD OF ADDING MOISTURE
I hoedual vtheel roller1 jump Jack
THICKNESS OF UFT as req
NUMBER OF PASSES as req
LOCATION
DEPTH OR
ELEVATION
(FEEr)
LABORATORT nEu)
PEFCEr{r OF
(RE.AITIE/
rA)(Inx)
OSTI|iED
sotL IyPE
rt->l
NO.IIAXMUM
DFY
DENSIIY(pcf)
OPnMUM
MOISTURE
CONTENT(u)
DRY
DENSTTY
(pcr)
MOISTURE
CONTENT
(7)
22:
e,24
22c
22(
?2i
22t
3r N' of C Lineat 29
5r N. of C Lineat 28
6r N. of c Lineat 28.5
4t N' of C Lineat 28.5
6r Ni of c Line
aL ?9
]r l'i. of C LineaL ?8
? | 11<
6r Bs
5'BS
4rRS
2rBS
lrBS
14O.0
r40.0
r4o.o
140.0
L40.o
r4o.0
6.r
6.1
6.r
b.I
6.1
6.1
L34.1
r34.9
L35.4
L1r.6
rjr.g
L35.8
(.o
7.4
7.L
7.Q
'/ tb
7.4
OA
96
97
97
97
97
sI. silty
Eandy
gravel
I] rulI TIUE OBSFff1/ATIoN fI PART IME OBSEM/ATION
'trG ifFDit pir]{|! q' tllt! nlritD ar A nEstll (r oln tE'tn^rri|t (I. nl Ptrcrtrf,|T. tt rrArt RfD Ott llf c{t{TRAGIOa m OOIllt{ ATultlo 11{
NEtrreltlrrD oryP.crwf unxr rlrD sGnttf m tru. unwo rl; nrts trtx'drh'ii&nvrl c FoT (tliai\'llftl -(Pfufir6 rFJts ^Af ruDE <r rrlf 8! otY
As gtl-Evrrr rrpesgrr tD cr{,nn tt qii os*hlorr Juuaytlxl. Trlir l}ct^ ttt -l€i lit ilr orsr rm qrmqs ot{ rrll€lllrn ll|E rlt,L uttl! sPtctrc no&
lHE Ntrcl.E^R DELSor|EIER uEnm or lESnNc w S t SEI) tN suEsfA{Il L /rCCoRDrNct WIIH AStx D29e2 Al{D DJolT
PREUMIMRT OBSEfiVATIONS AND/OR TESI RESULTS VERBATLY REPORTED TO: Les V/ood.
PR(rcRESS REPORT ThE AbOVEplaced at wall and nevl
tests were performed
al-r vent for new auto
on the structura] fi]l beingentrance-exit, Line C at 2B-J0
coprEs xttlf t,,f'B:5.t"ft1t;l:"."'",
Anderson $ llastings; Mr. Gary Murrian;
PCL Construction' Attn: - -Ilr. - Den.ny {nnourl
URS Consultants, Attn: MT. Lcs wood;
Bill Cam Steven L. Fawlak
RELD OBSEINER APPROVED FT
Chen€Northern.lnc ConariL{ fngLrt ..i s.r..ilt
REPORT OF EXCAVATION OBSERVATION
at A qnr,/rl piolfgmi to crrrars. ll|€ nfl"n lf, tfnEnE!, aL Ffpoils rr( 3lrrrtrn As n€ rj(|.r,fx]w En"rrTl of oi.n ctrraE lra xll]drtln mi nrql -
rirr-tr. sl^n ntxr: (Ir€r uri|! <it trncrs f(tr (n ritq Err| o-n *g*r: s nisuml xxoo* <rn t tnt}l rfTio\/rl- s |.\Is rll F: Ere, f ri n:nDo s
o.rlruTl uatrt onrt lrG.rfrl.rtl l,lf tatrlo lo H trrn l
^ nin - r $.GiF-lr-r rf ...!r!,-
rdtn rao. Cliftotl a/to
TO:
TOI{N
Attn:
P. O.
Vail
PRO'ECT
OF VAI.L
Mr. Stan Berryman
Box 100
co 81658-.0100
Addition to Vail Transpor.tation
JOB NO. 4 398 90
DAJLY REPOFTT NO.
rlwolcE No.
Vail, Colorado
DA'IE B/L3/9O
49 sHEEr
'
oF
Centc r ,
D(CAVAIION FOR:osfVlc€ core footine
LOCATION:level on€1 Sr of A Line at 28.4-J0
D(C.AVATION BASE ELEVATIONS:,733
UqTERIAI.S D(PoSED lN BASE(S) OF EKCAVATIoN(S): Natural undistuxbed 6oils obaervedat base of footing excavation. The naterial appears suitable forsupport of the deslgn bearing pressurer
RE1{ARKS: The area is sultable for forning and reinforcing steel placenent
Twelve inch existing drain 11ne to be relocated out of footing &f,eao
\CRBAL COMMUNICANON WTTH CONTRACTOR. ENCINEER. ARCHTTECT, OWNER:
PROGRESS REPORT:
Michael Barber Architecturc,
COPIES Attn: Mr. Scott hlard;
Anderson G Hastings; PCL Construction
Services, Attn; Mr. DcnnY Armour;
URS Consultants, Attn: Mr. Ics Wood;
Bill Carr Steven L. Pawlak
FIELD OBSETNER APPR@ED TY
Clrcn€Northern,lnc
erJ|h fr*E-. ..ra sd.t I.,
REPORT OF REINFORCING STEEL OBSERVATION
lr l qtnt.t ?itnc|sx ro Gttjfit nf Rr.t xo o.frrtttl at ltrtqrft rlt Itr.IttD At nr @trr rrr ncrmt d 'ui oltltl l}o ,{,fin(t^rDl trl Pt'l'Ix -
,,'. o. 311rryrxrl srq1,qr6 cr mrAcrt iro. (r rtcrina q.l r-rofr-n-iErri-o rdtuo-oi-rtnDt inmnr- gru: ru E ult'q}fo tr T Trl lf:m|c 6
orrrtf,D urr:l onr.f r ltqra'alt A,[ llllllD rc fl mn]B.
a .t-1t d r"ljln-il r.r { ....r'r.
trtrr Ir, Cr.flla a,/-
TO:
TOWN
Attn:
P.O.
Vail
PRq'ECT
OF VAIL
Mr. Stan Berrynan
Box 100
c0 81658-0100
Adclition to Vail Transportation
JOB NO. 4 39-B IO
DAILY REPORT NO.
r.MotcE No.
Vai 1 , Col.orado
DATE: B/V/9A
49 sHEEr d oF 4
Center,
SIRUS'URE L/Z waLL
LGAIn|tlE\rAlorl
RE{FWINC
cxxoro$s
\Enc l TI()6:IONTIL
B1.5-81.9 at Level J 10 #4 @ 12',
oc
5 #4 @ LO"o'at Br6rt
SPECUTNXII!: SIEIL CR DE: 60
R8ffuqro ctfflil.D€sg clean
crr R r{cE llto @vEE as req
SPtJc|l|O| SPECrrc ililA
a R sLPP\oRISs Tl"€
TTIFH
HT]CHT
EI nls useo
El srme Dnrrrls us€D
E comnrgon rryseo
p ru-rue oB$IwAnoN
E prnr-nur osnr/ rol
tlFLfCE cOr|tPl^NcE ye6
UET PRO.ECT UEf PRq,EgT
RO FAntXrS REO( ntlrefisIr€l lNllultY wfiC}lEOI{I{ED RE-OCilTNED
DA1E
RE-E(^I'II€D
pRocREss REPORT The waIl reinforcing steel appears to be placed in general
confomance with project plans and specifications.
Michael Barber Architecturc,
COPIES Attn: Mr. Scott Ward; Gary Murrain
PCL Construction Sewices', Attn; Mr. Denny
Arrnour I Anderson G Hastings;
URS Consultants. Atttr: Mr
nill Carr Steven L. Pawlak
RE.o OBS$ryER APPRO/€D FT
Chcn€Northern.lnc.Con.dlrog t sltF... .rd Sd.'Url,
REPORT OF CONSTRUCTION ACTIVITIES
A3^qm|.tF'intc'rnmc('xnilr|qPtItE|r.rout'gtl/TlAl'|f'{fi3^,r€g.ninrnAsI|'.c{N'r',tlw,'Y'fif'oTqnol'fiS'^,oA,r}r'itIAlII||o'ln'|s-,rtr r sr^r)rtfr! c4{1rr:rr6 or r.xrR^a,Tr rrrf o{t nt xrrq our npoiri-e*riii:i,il nrruirr-irrn"-xnru irioA- s,'ng iu If DlsFcrr
co.,lirtrD r,lllt! o|rrt rf f.{raJtts l,rE ra{rn lo ol l$ltq'
^
n-nr-.a -@* d 6nTar
rrrr lri. CLld aIO
ror TOWN OF VArL JoB NO. 4 3e8 e0 DATE s/I4/goAttn: lrlr. Stan Berryrnan DAILY REPORT NO. 50 SHEEr I OF jP.O. Box L00.
Vail CO 81658-0.100 IM/OICE NO.
pRGtECf Addition to Vail Taansportation Center, Vail, Colorado
WEAIHER CONDfiONS AND TEMPERATURE c1ear. nartlv cloudv. n-n-^ ?Oo
CONTRACTOR'S CONSTRUCNON ACIMNES
PERSOI{NE1.:
TIA'OR EQUIPMENT:
ACTMNE*
cHst-NoRlHERtl's Sm AcrMnEs irull time observationr teatlng and inspecti-on:Structural bachflll bein6 placed north of C L1"ner Grid 29-30. Excavationfor Stair i'lo. 12, Leve1 One and eite walI footing, south of A Line,Grld 29-51. Reinforcement steel observation Level 4 Deck, Line B-6eGrid L-6. George Sehwandt vrith Independent Testi-ng Services, Inc:lnspection of precast weld6 at Leve1 4-) deck, wal1 panels, precast
deck for new parld-ng ramp Level 4, weat of Grid I, new structure,Level One vlall panels and uelds to footing plates.
VERBAL COMMUNTCAT]ON WITH CONTRACTOR, ENGINEER, ARCHTTEGT. OWNER
Michael Barbcr Architccture,Uul'lE"s Attn : Mr. Scott Ward ; Gary l"lutrain
PCt Constnrction Services, Attnl Mr. Denny
Arnour: Anderson G llastings Itilts Consrrltants. Attn: Mr. Ips lvood;
Bill Carr Steven L. Pavrlak
RELD OBSERVER APPRO/ED Ff
Clrcn€Nonhern.lnc.C..r/t!{ [rgh.-r -l Ll-{d.
REPORT OF FIELD NUCLE.AR DENSITY TESTING
|s A |lm,|t ?ro|tEtltl E .laxrt nf nrnE [|D (l.t'frwl. ar |[t('lrt |,lt Itrnr|?D AS nf OqfDt}'ruL ]io?f'fi (r (|i crfxxt xo A'ndrl^lDl t{l tinta-
txr,t c st lrtltxu ortrl ltFrd qr rxlt ct! rFfll d ftq'qr o cr'a croff'fliiiiaio'-niiiro-tr'n -wnu lPPiwA- s lfLel tll E DdPorD 6 rfin r::trlc 6
OOrtr|lD I'lI! ODlr rnr||tra''Il ff, ,fiIlt lO $l l,itnr(r
A 'r't- .. r'.{TiFlr..r , .."....
trrr t|. CIC!'TA 4/aO
To: TowN oF vArL JoB No. 4 ss8 90 DATE B/U/go
Attn: Mr. stan Berryrnan DArLy REpoKr No. 50 sHEEra oF JP.O. Box 100Vail CO 81658-0100 tNvolCE NO.
tEqlEcf Addition to vail T"ansportati.on Centcr, Vai1, Colorado
sPECtncAI|Olt coupAc'not{ t T.ATER|AL Backfill at
MINIMUM REQUIRED IN-PIJ\CE DENSI.|"Y 95 X AS OETERMINED BY: AST!.1I D1557 VUAII & SIAbS
coNsrRugnoN CoNIRACTOR: B&B Excavatingrpstr Loc TtoNs WERE sEfcTED FY: chen NOrthern
TYPE A}ID NUUBER
TY?E A}.ID NUMEER
METHOO OF ADDINC
OF EARTH MO/ING UNTTS
OF COMPACTION UNTT5 2
MOISTURE natural .
hoe, 1 frontjumping jacks
I drrel wlrel'-l
]oader THICKNEIS
NUMBER OF
z.n'l I er.
1 OF UFT
PASSES
req
req
as
AE
LOCAnON
DEPfi OR
ELEVANON
(FEEr)
LABOMTOFff FIEU)
FENCENT OF(RE nvEltrNflrx)ogrtlE
SOIL TYPE
tt)t
NO.}/N(lMUM
DRY
DENSTTY
(Dcf)
OPT|MUM
MOISTURE
CONTENT(t)
DRT
DENSTTY
(P"r)
MOISTURE
CONTENT
(u)
z2g
z1c
237
?12
)42
ztA
Jr N. of C Lineat 29.2
4r I'1. of C Lj.neat 29.'
6t }tr. of c Lineat 3o
4r I'T. of C Lj-neat 29.'
Jr l{r of C Llneat 29.?
51 }tr. of C Lineaf 4O
6tus
SrBS
4rRS
SrBS
2rBS
1r BS
14O.0
140.0
I40.0
r4o.o
140.O
140.0
boI
6.1
5.1
6.1
6.1
6.r
L34.6
L34.9
].35.j
L3r.6
L35.8
L7r.6
7.O
7.L
7.3
7.2
7.O
7.L
96
96
97
97
97
97
sl. siltY
6andygravel
lt
tl
lt
lf
tl
ts RJtt TIME oBsER/ATloN o PAt{r rtME oBsERl/ATloN
nlt riFo|tf pittrxE q' D|3 ttnrcD at A iErrLt (F orr (Ellttv rEr (,f ml n fcf).frfr. rf, HAlf nf] lm- o+l lr|r ottalF sno* To @|Trf,f, ry!ry9 n{
r€DdaEotD o(n"rdrw Fnrtr
^xD
|,Grutr ro fltr orirfro ntf rruts rra 6r'ir'iriifin,{ c-rrol oFt twlf!.-olJr nms. tgsrs An€ v D( 0F rHr m[ o.{Y
rs trrrvrD lrr.E serr rc c.rrrarf, qr octfirmr JuDclrln. nsr o*rr &ffi;'iiq.i u,is'rm-ii*lroF * rnlErtf,x trlE nu uttfs 3l'Ettrc rn&
IHE NIrcISAA Do|ts{ EIER UENu) OT IEN!{C WAS T,ISED tN SUI}SI^}{IIAL ACCORDANCE WITH ASIU 02992 A}TD TNN17
PRzuMIMR1f OBSERVAIIONS AllO,/OR TESr RESULTS VERBAIIY REPORTED TO: Les Wood
tests were
Line wall,
perfonned on
Grj.d 29-f0
the structural
and under slab
fill beingfor new
pRcrcRESs REpOff The above
placed for backfill at
auto entrance-exlt.
coPrES xl;l?"'"1i"3:i.t'ft}i:;cture?
Anderson € Hastings; Mr. Cary Murrran;
PCL Construction,- Attn: --Mr.-Denny Armour I
URS Consultants' Attn: Mr. Les v'|ooo;
BiIl Carr Steven L. Pawlak
FIEI.D OBSE}iVER APPROVED UT
To: 1gp11 or vAI L
Attn : lvlr, Stan ljc rrynan
l).0. Box 100
Vail CO 81658-0100
PqlrECf Arltlition to Vnil 'l'1'a n sl)o:l't x t i.on Ccnccr'.
JoB NO. 4 398 90
DALY REPORT NO.
il:{volcE No.
V:r:i. I . Co1olado.
DATE B/L4/9O
,/'\J 5HEEr3 OF
SPE|rEATF$T* 8U'UP
srrmJaV/.l.iObile m( 1e. i3 no air AN COfiIE}IT
ATTdENT 1UIPERATURE M}IC€60 to 9Oo
IIST
t{r.TFucr
ML
ICKET
M).
Illl€
BATCH€D
TIME
ARm/E)
Ill,alE
SAIPt.EI)
RE\OU,Tpfl
@u$rr-R&oll{
RE\loU/Irc'.I
@UNTER
@UPLEIIOH
;utlc YA&ls
t.o.to/
GUUul lIvE
WATER
^IX)@oAuotts
I
2
,4
100
L5B3
L'86 Y
43
L'
B:05
9z7a
B: 15
9:4o
as req
as req
d.D
a6
req
req.
x
1A
6 gal
0
lESr
MT
su,rP(n)An
o${rt}{T(n
w€r uNr
wmfir
(Pcf)
YIAD
coilcr{ElE
TETPf-
R nnf,
cF)
ROrAjUG
PROGRESS REF0RT Orvner representatlve requested visual slump and
observation time not to exceed !0 minutes.
^nDrtrc
Michacl llatbc r Architccturcl
Antlcrson & llastings; Caly Murrain
PCL Construction Scrviccs;
URS Consultants;
Bill Carr Steven L. Pawlak
RELD OI}SER'ER APPRCryED Ff
ChcnONofihern.lnc C.rndlr tnfh.-r ri 5.1-&{,
REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS
A|A|l,|l|.(|r'rlrrr.[.r''xrrllf'urt|l.'d,rllr/rl|llif'(ini{t(l[F.r|rDAtrrtc('ln([r^|..FForrYord'rctf'.rlAro^Unrm^n'|rnallr^-
n<r,. o' trarrrrrrfll (rltlrlru sr rrrr.cnt rrl <rr if,o.ar€ crr ru.oirid^k.{nio mrn*-on tttlfx rtrt(xa- 3lt'tft tll s( DltldrD d x-ttl lttxt s
oorunD ul,jr olltt lil.,[rt fil LLfilD lo ]r tglt|q,
A 'r'- r, r,. fiiiii-ltr.r '. ...r-r-
t-'i |\ Oal t,|. ../tO
Chen€Northcrn.Inc.Conrd&|9 tj|gL|.r. org 5<J-dH,
REPORT OF CONSTRUCTION ACTIVITIES
Ar ^
wnA riorc|Dr m qt!r!- !f, FUaE |rrr ourElvrt ^u' tq,'!!! ^a€
ern'flm as rn: coxtrf'x|u|-W^f
"ffiEtffi fffi'd$]F #;iirri,i sirtniixri- crrqir:*r<r nr rlirrin lmi c mrryt!1€ trn rtpdrnt 6 Ft9[F/t Frtrsrp ot.n mfllt]l
o:rrrrn-o u{Is: glln f|lpqrar{t:s ,ft rrlrtu, lo lfl fflllrl.
a ''rri.r , rlxiil-lr. t .. ..'ti''r..
t-ri t|.' ctato2^ a/to
To: TowN
Attn:
P,O.
Vai I
PR(\IECT
OF VAIL
Itlr, Stan Bcrryrnan
Box 100
co 81658-0.100
Addition to Vail Transportation
JOB NO. 4 398 90
OAILY REPOKT NO.
tNvorcE No.
Vai 1, Colorado
DATE: B/L7/9A
5T sHEEr I oF
Ccnter,
WEATHER cONOmONs AND TEMPEMIURE clear, B0o
CONIRACTOR'S CONSTRUCNON ACIMNES
PERSOI{Nfu
IAX)R EOUIPMENT:
AGIMIIES:
CHB.I-NORIHERN'S Sm ACIIWflES Full time observation, testing and lnspection:
11111 cu. trldr concrete being placed for Leve1 4 deck; reinforcing steel being
placed for Stair I'Io. lO, Level 2, conpaction tests for structural fill
belng placed at Columns Level One 81-82, Grid B-L7.3. 2l cu. ydr concrete
being placed for curb and gutter N. of S. frontage roadl plunbing
contractor placing conpacted fill under Llne AO Footi-ng at JO.Z. Thleesets of 4 concrete test cylinders cast,
VERBAL COMMUNICATION WTTH COIffRACTOR, ENGINEER. ARCHITECT' OWNER
It'lichac 1 llarber Architccture 'COPIES Attn : lvlr. Scott Ward; Gary Murrain
l'CL Construction Sclviccs, Attn: Mr. Denny
Armour: Andcrson f' llastings; ..
lJllS Consrrltants. Attn: Mr" lres woo(l
j litt cart Steven L. Pawlak
I
I ne.o oesEFnrR APPRo/ED BY
ehen€Nonhern.lnc.c..-rlhg E CaEr -a soLttL
REPORT OF FIELD NUCLEAR DENSIW TESTING
as A n n||L txnrjctDa ro cuttftr. t}{ A,f-E tro or.EnvE! At nf cr.l! rlE sri'tTrD at tr€ oorfDtMul- PlloPttlY f qr clElfl* xo llElgrq l!fl tti tr,nx -fui r srrrtia,m, cirsido6'ii iirrrrcrr-rirfli on ifoiKii, d- m'dn-E -*:dfu pekir <rr rrnot lP?iovA- glrt"et ru tE D3sclt c,rlll lEllr€ 6
cortlrtD llrlE ama rn|{ltofll ,f, toiltD n) x rrmo'
^
nr.rt- d rl(Ti-tFln r .. ...rc.'r-
F lb Cralqr^ r/I
To: JoB No.4 3e8 e0 DN* B/L5/9OTOWN OF VAILAttn: Mr. stan Berryrnan DAtLy REpoRT No. 5l SHEEI 2 oF 6P.0. Box 100
VaiL CO 81658-0100 llWOlCE NO.
PROJECT Addition to Vail. Transportation Center, Vail, Colorado
SPECIFIC T|ON COypACTtOlt & UATER| L
MINIMUM REOUTRED IN-PI.,,ACE DENSfi 95
CONSIRUCI|ON CgMrRACTsp, PCL
rAS
TEST
DEIERMTNED sf: ASTi"l DL557
LOCATIONS WERE SEI.ECIED FY:
under slabs
Chen llorthern
TY"E A}'ID NUMBER OF EARTH MOMNG UNTTS
TYPE A}.ID NUMBER OF COMPACTION UNITS 2
METHOD OF ADDtNc MOTSIURE water hose
I bob cat
junp jacks
THICKNESS OF UFT as req
NUMBER OF PASSES aa Teo
LOCATION
DEPTH OR
ELEVANON
(FEEr)
LABORATORT RELD
PENCENT OF(nErn!E./
|r Jortx)
ogTl!'E)
SOIL TYPE
tE)l
NO.IIAXIMUM
DFY
DENSTTY(ocf)
OPT|MUM
MOISTURE
CONTENT(x)
DRT
OENS]rIY
(pcr)
MOI5TURE
CONTENT(r)
21E
?36
?3?
?38
Line 82 at B
Llne Bl at 11
Llne 82 at 15
LJ-ne 81 at L7.3
DL}
SG
SG
SG
l4o.o
I40.O
140.O
140.0
be I
6.1
6.1
5.1
L34.4
r34.6
134.8
L34.3
7.L
7.O
7.2
7.O
96
96
96
OA
sI. silty
sandygravel
It
till
b FUII.'IrME oBsEftvATroN tr pART nME oBSERI/AIoN
nB rEFOit piertflt cttEtt mno r3 iErfl (f €rn occll/Artrtar or rrr A.rcorc'fi. rE
'r
w RaJo ot{ rxE ooa{rRActr)i lI' @{rD|rE lFPLraE rc
rEtrnirttQE| odacttE fttrxl Ato-yo|sttrf, to nu ornxo nrt nres rrrx otF ffitm ts rxn G[ru{o etl ltr|3 t€sts lrc lr^r !r THE ru o(Y
rs g.Evto teiiersrrr-lo-cliiri: di cEErft luaroixt. iEii orn
^,*
-lsi k-ir.E o^sts rm er{It6 ct wfl€t}f,l tHE rtrl rfttnt lPEclfErJn6.
lH€ mrclE R OOFqlErn UEI]|OO OF TEnNG rAS USED tN su6r NIl L
^CCORD
ilGE Wm ASIU 02902 Al.lD DJO17
PREUMIMRf OBSERVAIIONS AllD/OR TESI RESULTS \IERBAIIY REPOKTED TO, D"ttny Armour
PROGRESS REPORT
being placed at The above tests wereLevel One colwnns.
perfosmed
Slab repair on the structural fillexisting structure.
.^"'orFc Michael Barber Architecture,--"* Attn: Mr. Scott Wird; Gary. MurrainPCL Constnrction Services, Attn; 'Mr. DennyArnour; Anderson 6 Hastings;
IIRS Consrrltanfs Af fn? Mr Loq Wood:
BiIl Carr Steven L. Pawlak
REU) OSENUER APPRWED FY
Chen€Nortlrcrn,Inc
O.!./tha tnfm ri S.|. ld.
REPORT OF REINFORCING STEEL OESERVITION
At A rlmrt ?slfclDr ro arrxFl Ix[ trrE ,,<, dlrtwl Al ll'flrt ^rf luurnD lt nf o('fntxn,t Fm|llft 6 crt 'uxll l|'t 'r,|r@alD' tltl PiJf, EA-
rrr. '-
g^[r.Jrtr, qrr.. rrqqr .', otf,rcn rrrrl rr iru ^arn arr nrcriil-c-irfdin -lriiirro-cr ltlnot rr+ronr- :rl'tr xll E DFEtt tr lfla r-:mE 6
cqft'rnn trtlJrt o|llt ll*r[ltxl! l,t( ,f,ttlr lo tl u!lr€.
^ r,-'rr d -[@* ., ..rnrdi..
t-i th. c|{lla ano
TO:
TOlllN
Attn !
P.O.
Vai I
PROJECT
OF VAIL
Mr. Stan Berryman
Box 100
JOB NO. 4 39.8 9.0-
DAILY REPORT NO.
tl.fvorcE No.
Vai 1, Colorado _
DATE: 8/L5/9O
51 SHEETJ oF
c0 81658-0100
Addition to Vail Transportati.on Center,
srRUcruRE Deck ToPPin8
!rcAnoN B.W T|ON
RErKrfiC$tC co$rofis
WIMCA ltoEzot{T^L
Li ne B-c/6-9
n
tl
ll
tl
ll
It
T,eVeI l1
tl
tl
|l
tl
Traffic
IsIand
I20 l"lK 4002
DwIs @ 12rr0
272 Row #4 e
3/4rt sLaa nt
96 Rows 94 66{ Rows #4 G
96 Rows /15 P
ff\ @L2tr oc t
/14 x 3BlL#4x271
lztt 0c T&B N.s.lster at ]6't 0C
Btt 0c Bottom x.lry.larr 0C Top E.VI'
8,' Oc Top Lapw/#4 A 25"
cont.plit center bean {r each
sj.de
#4 x 20t6u
L fl4 x 33.6tt 1 MI( 4OO5
SPECUEATSISS SIEIL CRADE:
ffD|Frncfic cu l{-0{Es*
6o
clean
XX narls tseo
d o,o" Dmulrcs usED
d corrnrrcn rumseo
d ruu-nue txrsr w tlol
D prrr-nue qrsEnv ror.l
lurtrag cornPqlce fes
UET PRO.ECT UET PR!q'ECT
R@UTROTEXTS
.
REOTJIROIOMB
WHE}I IN'IUITY Y'TIENEilTH@ RE-EqIilNED
ct.E RAtlcE AID co/EE a6 1.eq
sPuclllcr SPECnCATS& aS feq
aAR STPPIORIS: TI"E
FII{FH
HECTIT DATE
RE-E( talll€D
pRocRESs REpoRT The deck
confornance uith project reinforcing' steel appears
plane and specifications'
to be placed in general
Michael. Barber Architecture,
COPIES Attn: Mr. Scott Ward: Gary Murrairr
PCL Construction Servi ces, Attn ; ["1r. Denny
Amour I Anderson 6 llastings;
llRS Consrrltants - Attlr: Mr. Les Wqod:
BlIl Carr Steven L. Pawlak
RE".D OBSETYER APPROYED FY
'IOII,N OI: VAIL
Attn : Mr. Statr llc rryman
P,0. Box 100
Vail CO 81658-0100
JOB NO. 4 J9g 90
D.AILY REPORT NO.
INVOTCE NO.
Vai1. Colotado.
DATE B/I5/9O
q1
_
/- sHEr4 oF
llglEGf ArLlitiorr to Vai I'fTarrsllor.tlti.on Ccn tc1' .
SPIDFEAIX)i{! 3r llllP
sJppuER Vrl.l'iob11q1q '.o. C 4500
3-5@28 ln corrprr 4-Bdays ArsE{T TETpER TRE nr}rcc 6O-9Oo
Trstlp,Inrc|(t(l.TICXET
M'.nl|€
BAICH@
TIUE
ARnryE)
1l!r€
SAUPLED
RA,AUJIXH
@IJtfIERlr[trt
n€\o(.l'Iloil
@TJNTER
coltPt-Ellor'l
glrdc YlR6Lo,o/
CUUUI.AITVE
IYATER ADO@qAurt|s
I
2
3
4
5
6
7
119
114
r05
44
49
4B
150
1511
L6L2
L613
1615
r6u
1616
L6L7
5239
5t4B
7 tQO
7 zj-g
7: oB
7 |26
7:35
6:55
7 zO2
7:I7
7:28
7:45
7.4o
7 z?O
7:42
aB req
as req
aa req
as req
as req
as req
aE req
aa xeq
as req
a6 req
as req
as req
as req
a6 req
15
24
40
32
4B
,6
0
0
L2
IEST
}TL
su[?(ur)AIR@illE.fi(t)
TET UNT
wEolfl
(Pcf)Yra.o
coficnElE
IE IPE-
RATUfiE
cr)
Rf,l|A'O(s
4 3 L/4 5.6 140.4 72 4 cylinders cast
Truck #49 down tinre on roaddellvered concrete under !O ntnutee
pROCRESS REpORT Sanple takenrepresentatlve, Les Wood,on all bucks.
from hose discharge at punper.
requested visual slump and time
Owner
be observed
n..,DtFc MichacI lJarbcr Alchitccturc l
Anderson G llastings; Cary Murrain'
PCL Constnrction Scrviccs;
UllS Consultants;
BiIl Carr Steven L. Pawlak
RE..O OBSERI/ER APPROVED ST
Clrcn0Norrhern.lnc,Cdrahf btfrrr ci S.J-'ir.'|,
REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS
Ai A l.mr& lidEtt'. it alttlll l'f ilrE lfl o.|lllltr xl |'ndrrr Atlf lrt tt?D al nr cD.tDlT]il- Ffrf?tlTy Or crt (I fxll llo-,|rn|[lrDl tlt |tfra-
rf or StririfI|l Coat'r- (i trrircltt trl(rr oi ito^|rt||a or rrWnii-n -rrjnO rt'rrp or,n nltt't ,rrfpFqvlS^ltl u rrt E lXFUltD cf rrnr [Jn€ B
cp[ur|D uurr onll ,frattta,|rt ,n taatt m '. t[tln
a '-r.- r *Glii-l r. '. r-r!r-r-
a.i ||. Oall.. ano
To: 1p1111 orr vAI l,
Attn: Mr. Stan Dcrryman
P.0. Box 100
Vail CO 81658-0100
PROTECr Additi orr to Vai I 'fTan sl)o1-t.rt i. on Ccntcr',
JOA NO.4 398 90
OAILY REPORT NO.
tlwolcE No.
Vai 1, Colorado.
DN:],j B/L5/9O
R1/'sHEErS oF
SPEFIATX)i{! !il,IJIIP
rq t.D. See Page ISI.,PR.IER
AR COTflE{I
ATSE{T TETPER^TURE RA}€E
TE;T
M'.Tn cxt{I lE( T
M).
IIUE
EAICHg)
lluE
ARfiV@
'IlylE
SAIPTED
nn'Our|Xltl
@U}(fEN
EOIN
Rnioujlx,$l
C(X,NIERco Pt Enclt{
crr&c Y rctN/
cullt UlfvE
YIATER ADOED
o^rlJotls
U
9
10
11
L2
L5
14
28
29
119
114
Lo5
44
4B
1518
1519
L620
1,627
L622
L523
L524
7;4L
7;47
7 t52
7 259
B: lO
8:31
B:42
7 254
B:04
B:20
Bz2J
B:3o
8,45
Bz93
as req
as req
as req
as req
aa req
as req
as req
as req
a6 req
as req
as req
a6 req
aa reg
aa req
54
72
BO
BB
96
104
112
o
6
o
0
o.
o
IEST
I\Il.
sll,lP(Dq ArR
oo{rE{t(r)
TET UNIT
WIFHT
(Pcr)
YTI.D
comnElE
TA'PE-
R^IUftE
cr)
RITATO(S
PROGRESS REPOKT
.yrptF\ l"lichac I lJarbcr Architecturc i
Aliderson G llastings; Gary Murrain
PCL Constructiotr Scrvices;
URS Consultants;
Bill Carr Steven L. Pawlak
FIEL.O OESER|/ER APPflOI/ED BY
ehcnONorthern.lnc C..rdl|' ttth-r 6a S.rttf.
REPORT OF CONCRETE PL.ACEMENT OBSERVATIONS
ar a llm-u1 ?rnuE E.rtxE t'( ltfE Aro rrriravrs" ,{l |'tqrl! .r!( r.FdrrD a! t- corrf]m^r--t'irF ilY (t o't d Ertl l}o a'nnr[ lDl 7In n'i-r -
trr. t jr^,rrrt rl o.'.cu-'r qr r;1]ic.rr rror, gi Eo|^r{ qr m-rrirfla-ilr._ni-o'-niiird -qa -tlqlra}l lrt'ncv& Sarrut rrl 0E DltaltD c lnrr lE3Dx' 13
corrunD t/rrr,r or|.t rff,rDar{lt lf roiu, lo r|f|r 0,
^
.a'- ., rFfti-lr- r.riF,b
trri tr Or|Ilt,r r/to
TO: .[ghtt{ Ol: VAI t,
Attn: Mr. Stan Dcrrynan
P.O. Box 100
Vail CO 81658-0100
$qrECT Arlditi on to Vai I Tl'alrsl)or.tati on Ccntcr',
JOB NO. 4 39s 90
DAILY REPORT NO.
ll.IvorcE No.
Vai 1 . Color:atlo.
DAIE B/TI/gO
tr1/. SHEET6 OF
SUPPUN
SPEFEAIEiT$ 3TI,UP
llu l.D. gss paee 1
flr @ffrElT
ATSENT 1BIPERAruRE RA}ICE
lESt
t{r.mrcxt{L Trc'( T
M'.nuE
S rcHED
TIUE
ARnrytD
'nu€
STIP[.ED
RAOUJTXII{
@UTOE
IEOII
RE\OUJTOT.I@urfitx
@l|PtEIK)t{
;I'EC YARE
lartJD/
CI'lUUI,AINE
YTATER
^IFg)o^uoBs
L5
15
L7
18
150
29
119
r14
L625
L6?6
L627
r52B
B:5o
9: Ol
9 :16
9:24
9:00
9;L5
9225
9245
9:2Q as req
a6 r-eq
aa req
a5 req
a6 req
as req
aE req
a6 req
L20
LzB
L36
144
0
0
0
rEcrlp.su,|p(0r)AIR
@ilIE}{r(l)
f,ET UNTT
WEGHT
(Pcr)
Ytan coilcnf,IE
T6'PE.
R ruif
crt
Rtrt/ffu(s
L'4 3/4 5.8 T39.9 6B 4 cylinders cast - sarnple takenfron truck
pROGRESS REpORf Total pour 144 cu. yd., finlstr at 1O:00 a.lo.
CO'IES Miclracl l}arber Architccturc;
Artdcrson I llastings; Gary Murrail
PCL Constructiotr Serviccs;
Ul{S Consultants;
BilI Carr Steven L. Paw1ak
RELD OBSEfiN/ER APPROVED BT
ehendNorthern.lnc Cdrtlll|' tnf lFr lra S.Hf.
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
Ar a il,|l,t unErE ro tttxtl r( f(fE rt, (tt-'?llrs. At itF rnr .Jrt lti.mn A! nr ccrrl'.r1|(--ri(IfrTf f (|!? o lxtr' a0 |l'rfoitt^nx fti 'l[tra-lxra qr Jr rTttt rl orrltnrr; ol rrtr!6[r ntrx rrt f.$ritrrt q.r rr,ruli-o'^ir-inirt -njnp-a.r 'nqlrx r,nawn- S rtl-it xltt E rqID 0f nn lE Tr$ B
ocatrtrD |tlr.r o||.t ,|flall)a,rlt ,ta ldtt! lr, tr tEtlt(l
A nrr- I r,.Ffftt-lnt rl rtnrrJr
a-ri 1\ CIll.. aho
Clien€Northcrrr.Inc.Con.dll|g tngLr-.r o.i scl-lr.t
REPORT OF CONSTRUCTION ACTIVITIES
as
^
qrnr|t m('ntrrl 'o qryls'- I!!r ?rttt rrr, (xfttflwr. u l!!t9!!! 'rtf sltsrnrn ^t nt 6sfrrt'xllL|Hr^r;H;rffi &ro"ffim][' #;fl;fihi fi.siiniijiii-'irtainoa & r.rti€ri iirtrt m itrrlrtta€ trn nf,pogr! E Ru{.RvrD Ffmo€ otn rxttnr
cifrultl uu.s! otlri AniArcut {13 rft. loet}lt lo lta wnlt.o.
^ '-r- ., *[TtfH-lrrt o. ...!+.'-.
rr l|'. GLf,tol^ ./to
To: TowN oF vArL JoB No. 4 ig8 g0 DATE: B.J6t90
Attn: Mr. Stan Berrynan DALy REpORT NO. 52 SHEEtl OFsP.0. Box 100Vail CO 81658-0.100, ltWolCE NO.
PRG,ECT Addition to Vail Transportation Center' Vail, Colorado
WFITHER CONDMONS A''IO TEMPEMTURE Clear 70oF.
coillRAgtoR's coNSIRucnoN AcIrvmEs
PERSO}INEI.:
I'AIOR EOUIPMENTI
TICIMIIES:
CHE}I-NORTHERI{'S S|TE AGTMTIES
Full-tirne observation, testlng and inspection: Concrete heing placed for curb and
gutter north of South Frontage lload, totaL 53 cublc yards, one set of cylinders'cast;
concrete belng placed for s'lab repair Level One, existing stmcture, one set of cylin-.
ders cast; re-inforclng steel lnspections for St.air No. J.0", Secti:ons E' F. G. H. J.
and K. and for Stair No, 11, Sectlon BB; excavation for Stair No. 12, Level 0ne, south
of A Line"
VERBAL COMMUNICAT]ON WNH CONTMCTOR, ENGINEER. ARCHTTECT. OWNER
Irli chae I Darbcr Archi t ccturc 'COPIES Attn: Mr. Scott lrJard;Gary lnlur:rain
PCL Construction Services' Attn: Mr. Denny
Arnour: Andcrsotr 6 llasti ngs;
URS Consrrltilnts, Attn: Mr" l,cs l{oocl
. Clrcn€Northern.lnc Co.i.,lth{ tar9h...t dr. sd.t*h.
REPORT OF EXCAVATION OBSERVATION
At A rull]|rt pi('lfcrEl ro cuxr:. nf pux.t lrrr ouilfltft,{! ffo.rfs |^f Sr.D.aTrD As rtf oof[fxnrL PfcffTY of oll cLfxE lro a.tI]0@rxl ;Di iaxA-txrt<rslrinrtxt3.ot'trt,!r|doitt,rrnrr;t:fXI({t'it.oA^t'p0JRttt'|,o'ttrsttr:rrlvioPlxoltxtq,tl|ll|ltl/r,PioVA.s'u}'tI5:llEF6tl'('.ls(rr|,tr D lrrtso onr| l,ti^rclr'fnl t ( fgltrr lo l| trr riG
^
,irrt- .. rfiiUflr-r J c..,rcr,..
r.rnr }|o.6aro! t,/|o
To: JoB No. 4 3e8 e0 DAIE B/L6/9OTO}"N OF VAI.L
Attn: Mr. Stan Berrynan DAILY REPoFf No. 52 sHEEf 2 0F 5
P.O. Box 100Vail co 81658-0100 ll'NOlcE No'
PRGJECI Addition to Vail Transportation Center, Vail, Colorado
D(CAVATION FOR: Footing
LocATloN: Stalr No. 12 1 Level 0ne1 S. of A LLne/3o-3L.z
D(CAVAIION BASE ELEVAIIONS:
,9.33
|IIATERIALS D(POSEO tN BASE(S) OF D(CAVAION(S): Iiatural undisturbed solls uere
observed at the footing excavation grade. The solls appear suitablefor support of the design bearing pr€saurer
RENIARKST The footing area is suitable for forming and placenent of
reinforclng steel.
VERBAL COMMUNICET|ON WTTH CONTRACTOR, ENGINEER, ARCHIIECT. OWNER:
PROGRESS REPORT:
Michael Barbel Archi te cture ,
COPIES 411n; Mr, Scott Ward;631y Murrain
Anderson & llastings ; PCL Const fuction
Services, Attn: Mr. DennY Annour;
URS Consultants, Attn: Mr. Les $lood;
RilI Carr Steven L. Paw1ak
RELD OBSENMER APPRO/ED B/
Chen€Norl.lrcrn,Inc fr.rtl{ lrdr-t -a s.,.nlri.
REPORT OF REINFORCING STEEL OBSERVATION
l' A |rrnrr! tEncrFi to qrxt|, rf FUrr rro o,Erwt, af |ttFtfit lret lrrrfrrfD rt ffi ooxmfxrw. fln|ttnr oF dt [rD{rt ro AT rom rb rui pullf^-
ft o. g'1rrrl.xrt oorqlre! oi rrrucrt 6cr or [oAro.€ tur nrt*ri'f,Extin ltirriri-iin--i,rnrn xY#& tAlrl'E rt! E o6t(tr'o tr 'f'Ii mlD€ G
(D.'t-ftID uraat olll.r r,trlEllxlt fif, ,allttl) rc H rnfllr'
a 'i-r- .. ..[f tH I r.r .. ...irar-
fdnr x,t. CltrlliA ./tO
TO:
TOh'N
Attn:
p.o.
Vai I
PRGJEgT
OF VAIL
l"lr. Stan Berryman
Box 100
co 816s8-0100
Addition to Vail Tr:rnsportation
JOB NO. 4 39-8 9"O
DAILY REPOKT NO.
|l{votcE No.
Vai1, Colorado
DATE: 8/16/90
52 sHEEr 5 OF
Cent cr ,
srRUcruRE walI
LGAnq{BI\'AIION
RotF(ncu|c co|llgtls
I/ERNC^L t{oRrzo rt|.
Stalr No.t1
tl
It
tl
tf
Level
tl
2 35 #4 @ 1B'r
/1al\J\,/ lt. I .
11 #4
2 /t,
4#429 #4
@ 15'rc
@ lrBil
@16"c
MK 4}]
C BF Section BB
cont' at lr8rt fron top of
walI
C to dowels fron T-,evel One
B @ l2'r 0C cap
SPEClfEAIlot{a sIE- Gfl DE: 60
R€Nrmcfic cu^l|l.Nes* c]ean
ct.E R rrcE AllO @lrt& aB feq
SpUOHa: spECnC il1tr aE feq
a R s.PFORnil rrpr chair
rNFH
S rurrs tso
ff groe Dnrwrlrcs usED
d corrnrcron ro',rsro
Q[ ruu-lue oosERvATtoN
E prrr-lnt ossEntlAnon
DeucE coslPr NcE yea
UET PRGECT UET PRO|€CT
R€OUIROIENIS REqUIROIO{TS
IltE|t tNrIu,lIY wH€
O(^UN@ RE-DCAT'HED
2n oArE
RE-O(^M €D
-te wallPROSRESS REPORT. .lrrconformance with projec t,
reinforci-ngplans and
steel appear tospeclficatlons.be placed 1n general
Michael Barher Architecture,
COPIES Attn: Mr. Scott Ward; Gary Murrain
PCL Construction Scrviccs, Attlr; Mr. Dcnny
Anmourl Anderson & llastings;
'llRS Consultants . Attn I Mr. Lcs lrlaQdj-
Rill Cam Steven L. Pawlah
FIE..O OBSERI/ER APPRSVED F'
Chen*Northcrn,lnc e:dh. (idt-r tta S.r-U'.
REPORT OF REINFORCING STEEL OBSERVATION
|t A lrmrt tinfctDa E qrxrl n|t f,lE ,r., d|l'rtrtt, ar 4t!q! xtt tli.mt] |t rr|i co|lE]ttvl-.-ri('lrr (,. dt cl.orfil l]o ajnnclr!.{ toll A[EA-
rrr{ d rl.rra tl, ottrlrst{t on rrrDctr ,trlr (r rto lfi o.r nrNirig-r ni-o'-r'diirlp-af -wmn rrrort :rlrt'l tlt E rt'qltl 0f ,.rltll ltilrx] cl
cofurtD ullt' ottl, lnrrrlx|t ,|f, ,o Il) rc tl lnnlIl
^ .i-n - .r r'. []If fl r-r r !..r'{-
rdt| r.a C|flll ano
To: JoB No. 4 3e8 eo DATE 8/L6/9o
TOI{N OF VAIL
Attn: Mr. Stan Berryman DATLY REPORT NO. 52 SHEEf 4 Of 5P.O. Box J.00
Vail CO 81658-0100 lhlVOlCE No.
PRqJEcr Addition to Vai I Transpoltation Ccntcr, V:ri1, Colorado
S'IRUCTRE ltla}ls
LOCAI|OI E EV norl
Rg{rof,clHo
co.Ato{nl
VTFNCAL ltoRuo r^I.
Stairs No. l0 Level1&2
tl
LeveI
L-2
ll
Level 1
76 #7 @ 5"0
FF
24 #4 @ lBr
OC NF
22#4@Bn
OC FF
37 #5 @ lorl
OC NF
9#4@Lz"OC FF
7 #4 @ rgt,
OC NF
10 L2tl
#4 L5n oc
#4 @ L6tl
#4 r"tK 406
#4
B
i'I
1B
Section F
Section F
Section E
Section E
Sectlon C
DwIs Secti.on
BF
BF
12rl 0c
SPECFEAIPTS: srEL CR DE: 60
Rtll{Fmcilo Cl,.E l{llEs* Clean
C1; x1TrcE A1p c6ry;11 aS feq
sPt cDtc| SSECE|C^TFiII aa req
aLa-'
E R SJppOR1133 TypE Cnal-f
R'{EH
ffir$tf ztl
El n*s uso
6 snoe Dfl uNcs usto
El corrnrron ro,lsto
& nurr-nng txrsoilt rxrN
D mrr-nne ogstxvAnox
tlPt cE coILPU]lCE
UET PROr€Ct rEr PROJECT 0 1gIlgllJlR€tl€HTS Rf0lJlRErExIs RE-O1trl,altl@
U1161 lNgulty wt.|ENqA$TfD RE.EilTT{ED
PROGRESS REPORT The wall reinforcing steel appears to be placed in general
conformance Yrtth proiect plans and specifications.
Michael Barber Architccture,
COPIES Attn: Irlr. Scott Ward; Gary Nlurrain
PCL Construction Sewices, Attn: Mr. Denny
Armour; Anderson & llastings;
llRs consultanti . Attn: Mr. Lcs lfloocl:
BilI Carr Steven L. Pawlak
NELD OBSEIWER APPNCVED S/
Chen€Nortlrern,lnc
frdh &Ea-r ri s.r-U...
REPORT OF REINFORCING STEEL'OBSERVATION
At A tr,|lrt trurrEtD. r! q rxrf rl|i tatr t x|' oril]tr. ar nto,rn r|if !.if|rrD |' rrf @]Urorr( rio?trrY ar dt crDlfl' flD- 44rfir rDl nt Fff.r^-
rx o. 3tlrtlfr{tl orr.nrlDor! on rnucr lrrx [q,rm€ o(r ntxin-n -nirii.o nrurc'ql tntln t ll'?i(lllr- $rrt ru EE ttr(Ior rfEt ltl]l{l 6
oortlllD t,{r-$ ('|llt ,l*trrllxlt l^f ,oartu, lo ll l?nlg.
^ i-t'.f r-liiiiTl rc .. Erar-
are ,rn Glal lt^ a/6
TO;
TOIfN
Attn:
P.O.
Vai 1
PRCJECT
OF VAIL
Mr. Stan Derryman
Box 100
JoB NO. 4 598 90
OAILY REPOKT NO.
tl.fvotcE No.
Vail, Colorado
DATE: B/L6/90
52 sHEFr 5 oF
co 816s8-0L00
Addition to Vail Transportation Centcr,
5TRUSTURE WaIl
!rcAIION E.A'AIIOOI
RgHFORC${O
@uuo,fis
vIImcrt HfrrzoNra
Stair No. L0 l-.,eveI 2 25
0c
L5
10
/14 @ 61,]F#4atz
OF
#4 @ 18"
BF
rL #4 @ 15"
LL #4 MK 40422 #4 rqK 4O5LL #4 @ r6n
32 #4 MK 410
C BF Sections GrJrK
outside cor.inside GoFr Sectlon GrJrK
C BF Section H
both cor. Section H
SPECU|C notr$ SIEIL CRAO€:
R ncmcnc cLEAxL0{Esr clean
qTARANcE lr{D cot/En as req
SPUCINOI SPECrrcAIPiEs aS feq
tun gJPPOfiIS: TITE
F[.NH
HTICIIT
50 6 n urs uso
B snoe DR rus us@
E corrnrson rovrseo
6 nu*rue oFERv TXTN
D p,wr-rur o6m/ TaN
uPl cE oomtt4r{cE Ye s
MET PRq'ECT l.|ET PRO,,ECT
RTIUIREIIEXTS REOi'NAIE{TStrt€l{ |N|Ir^LLY Wtlol
E(^IIII'€D RE-EOIDIED
OA1E
RE-D(AIIOICD
PROCRF.SS REPOKT ThE
conformance with reinforcj.ng steel appears to beproject plans and specifications.
placed l-n Seneral
Michael Bqrber Architcctulc,
COPIES Attn: Mr. Scott Ward.. Gary lrlurrain
PCL Construction Scrvices, Attn; [4r. Denny
Armour; Anderson Q llastings;
URS Consultants . Attn: Itlr. Les ltlood:
Bill Carr Steven L. Pawlak
RELD OBSER/ER APPROVED ET
C{ren€Northern.Inc.Cod.dUng €nel||...t oid 5d..'0d.
REPORT OF CONSTRUCTION ACTIVITIES
as A uriJr{ FfmgrEt lo ctrxni n( ?ltE ^t|r OLrt}tar/fL ar i!r'!q! AFt sr,F'|lto A3 n|f C0rrt)o'Tr|t-1'r-tilY ft clt fxlL ao amuizArDl En RT nF
rrr. (r srrnlrrrs c(r.r.trrrt ."r rrrru.rs rFor. m F5urrr€ rn ntpoiri-n -liri.lniip"itiruro otrnrln;r'fin- 9 i?r-ci Yru tf D6'rqD tr lrTEi lE llo B
conrrur urrsr ontt tfi r.{xr{xl ,& leln ro |r| f'!lr€,
^ ir'.- .. r [iftli-] r... cr oorr;arr
lrtr ta6. QraldA 4/n
To: TOI{N oF VArL JoB No. 4 398 90 DAT? B/L?/gO
Attn: S{r. Stan Demyman DAILY REpORT NO. jj SHEEI} OF 3P.O. Box 100
Vail C0 81658-0100 llwolcE No.
PRoJECr Addition to Vail Transportation Center, Vail, Colorado
WEATHER coNomoNs AND TEMPEMTURE partly cloudy, /oon p.n. rain ahouerg
CONTRACTOR'S CONSTRUC'NON ACIrVMES
PERSOI'INfu
MAKN EQUIPMENI:
ACIMIIES:
cHEll-NoflrHERN,s sffE AcrMTrEs J'uIl tj-me observatlonr-teati+g and ilspectlon:
tsiTt}"'i'fi]dsl"'oi-E6ii[-rele beins placed for will Stair No. 10' . Level
l-2 and fodtings Stair I,Io. 12, Level 1; inspection of reinforclng
eteel bei-ng placed for Soting Stair llo. 12 and for wal1 Stair No. 111
observatlo; i,f hydraulic jacft stresslng of Dywidag allchorsr 6 each at 7lx It counterfort precast walls N. of 8.9 Llne.
VERB^L COMMUNTCAT]ON WTTFI CONTRACTOR, ENGINEER, ARCHITECT, OWNER
Michac1 Barbcr Architecture 'uUPlL5 Attn ; Mr . Scott Ward ; Gary lrlurrain
PCL Construction Services, Attn: Mr. Denny
Arrnour: Andcrson & llastings;
UllS Cotisrrl tilllts, Attll'. Mr" l,er Wood
I-I gltl Carr Steven L. Pawlak
I
lnn-o orermrtn APPRwED BY
I
C'h0n€Nortlrcrn,Inc
Cr-dtt. t {rsr ra s.,.ntr.r
REPORT OF REINFORCING STEEL OBSERVATION
|' A urnrt ?r|tcrDa r! (rrxrl n|f t |)o dfrrlr|l ar Rrtoirr ||t !'f,drD ^r
nf o(t Dfxll,( F rtnt 6 crt? o-p(lr' ao /lulr{nl^Irx frt F!.,llE^-
lur o. srar,.rol .,ttu,,D6 G .'1tirc6 t1,111 (11 fo,{trl trr rroriii-o-iiinil -rriiiiri-trn rmmt lt}'ntA- $rrt6 rll. ot F(E! or rtTtr lt:ml| 6
oq.nr|ID t'rtgt olltt rmrE.'t}{lt ^|{ lqllJ lo N ttrllxl
^
dr-.-., -l@- ., r..aa.r.
7ri rrr. t:El llA a/6
TO:
TOtltN
Attn:
P.0.
Vai I
PR(xECT
OF VAIL
Mr. Stan Berryman
Box 100
co 8165B-0100
Addition to Vol1 'lransnortation
JOB NO. 4 39-8 90-
DAILY REPOKT NO.
[wolcE No.
Vai 1 , Colorado
DATE: 8/I7/9O
55 rnErr z or
Centcr,
sTRUcTURE Footin6
LrmAnO{Eltv^Ioil
R@tFORC$IC cql|o{Is
vEnnca ]toBzoa{IAL
Stalr lio.12
ll
ll
Level
It
tl
tf
tl
I 26 #4 @ 18"
0C dwls.
5B #4 @ rB'r
0C dwls.
9 #4 @ tz,,
0C dw1s.
LB /14 @ 12'r
0C dvls,
rB #4 @ 12"
OC dw1s.
d rows #4 bc
ls rows #4 bc
4 rows /14 bc
4 rows '#4 bc
d rows /14 bc
tton
ttom
ttom
ttom
ttoru
Section
Section
Section
Section
Secti.on
1-V/.
1- S.
a-W.
2-N.
2-E.
sPgcurc Dot$ snrr. GnrDe 60
RElfmo]to cLEAflL0{Es& clean
q.EARANCE ArrD OgVEft aS req
SPlJc|Ne SPECFT IX,|S: aA feq
ErR slf,FofiT$ 117g Rrick
IX n-rxs useo-
fl s+rce Dnr lrcs usED
b coranrcron aonsp
E ruu.-nue oosEn ArloN
E prrr-nur oosart non
DPL/rCE OoIII.P!\HCE y eS
ufr PRorEgr ' rrEr PaoJECr
R€IIUNOTEX'S REqUN€TBIIS
Tt€N NITUI..LY WHO{E(^I/DIO RI-EqTHE)
m{sH
ffrcHT DAIE
RE-D(Ar.rlr{€D
ffihereinforcingstee1appearstobep1acedingenera1
conforrnance with project plans and specificatlons.
Michael Barb.er Architecture,
COPIES Attn: l"lr. Scott tttard: Gary lrlurrai.n
PCL Constructiolr Sewiccs, Attn: l'lr. Detlny
Armourl Anderson 6 llastings;
URS Consultants . Attn: i'tr. L,cS-Waodj-
Bill Carr Steven L. Pawlak
RE.D OSSEKVER APPROVED SY
.. €hen€Nonhern.lnc Cdrdlry &rttnr qia s.rta.L
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
At I unut ?EtrErEt D cLr'|ri nf nft rr.r dftrrtlrs rlt if!'olls xrt tt flrD rr nr oolltllll!-tiofrftY d'dtt clfrl* l'D a'DgntlrD' mi run'E^-
mx 6' r1mr;31 qratr1;r 0r txrpr;tt rrf rn tqor{ir€ 3111 mrt*a-11-{n'i.o -niiro-ant -rnnlt}l ,rer t(rr& g tftl trl E DCD6rrD (r 'vtfR ltt}rl !B
ooar^rID ttt!' qDlt lffIrotxtl rf, ItlalD fo ll tllll|r
a iirr* d r..(-iii-X-lr.r rf ..6r-r-
t-i L. Cl.llaa r./to
TO: lshll,l or; VArL JbB No.4 sgs e0 DATE B/I?/9O
Attn : Mr. Stan llcrrynanp.o. Box 1.00 ' DAILY REPORT NO. 53 SHEf| 3 OF 3
Vail C0 81658-0100 F{VotcE No.
PROITECT A(l(lition to Vni.l 'l'Ta n sl)or.t:rt ion Ccntcr'. Va.i. l. Col.oratlo,
SPECrEAIE|I|3: lltrrupi[.llobile ru ro. A f000
3-5
^n
conrEr 4-8
AIEE}IT IEIPER^TURE RA'{CE 6O-gOo
TEST
t|o.rn cxf{L
Ilct(Er
M).
lluE
EATCHE)
IIUE
lf,nrytl
TIUEs uPttD
RA,OUfiPt{
@ur{rFn
EPIN
REVOUTnON
@IJXIEN
@uPtEllotl
CUIrc YAffiaaro/
cl,IIUI.^IIVE
ly^lm
^IDEDoau-o s
T
2
3
4
,
6
a1(
B
49
106
54
45
119
LL7
54
54
1658
L6r9
. IObI
L663
1664.
l.bb)
r56B
L669
8245
9:OZ
9:42
9:58
lO:11
10:28
12:06
12:10
B:58
9tZL
9:55
1O:18
LOz25
10:40
1,2:r.-/
LZtSO
9:40
as req
req
req
req.
req.
req
req.
req
a6
as
as
a.at
a6
as
as
as req
as req
as req
as req
as reg
as req
a6 reg
as xeq
B
'tL
24
32
40
4B
C,A
60
6
5
0
o
0
0
U
0
lESrIII sll[?
(Dr)
AIR
@IIIE}{T(D
tE uilrfftclft
(Pcr)
Ytru,
COT|CRETE
TA'PE-
R runf,
c4
R[lr ft(s
2 4 L/2 6.4'L39.t 7O caet 4 cylinders
PROCRESS REFORT Sample fron truckr purnper j.n use' Tj-ne and vj-sua.-l- sl.unp
observed on all firucks.
^flDrFa
Michacl Darbcr Archi tccturc l
Andcrson I Ilastiltgs; Gary Murrain
PCL Construction Scrviccs;
URS Consultants;
Bill Carr Steven L. ParYlak
NE.D OBSETWER APPROVED FY
Chen*Northern,Inc
SPECLE Txt|sl SIEI- CR De
FElfIncD{o ctflHtD{6*
GIIAnANGE AID CO/E&
sPuctf{c sPEc6lclrpil*
BAN S.IPFO(IsI Tl?€
rnEtl
HOCHT
O'-{t'| lhdEr -|. S.r.nu.r.
REPORT OF REINFORCING STEEL OBSERVATION
60
Yes
As Required
As Required
Chair
2tt
F ners usto
EI *oe omtn$s usED
E corrnrrcn mrseo
E ruu.-nue ossg trtAnoN
D prrr-nur o{EEftir rlon
rlfucE COUIPIAIICE
uEr PROICr UET PROTECI
RmUIRElt€Nrs RflltlRfiIO{fS DAIE
RE-O(^uDl@ItEl NlrUl.tY
E(^ltlll€D
Yes
mtDl
RE-E TINED
PROCRESS REPOFIT Placenent of reinforcing steel appears to be in general confoTnance
with the project specifications,
nab'oWnan fFtuBW
At A |rn { ?iorrcrEl lo ctftarl. D( Flt xo c-rttwL at it}(rtr- lr{ stfmD lt nr' lqtj'lq-(iafiTt (r dt cl rtfl!' rx' a,||eFc,Arrll nr RRrA-
n r. or ,,^ntf,ftt, o.'.,',95 or ,'tpct! ,l.rr dt fto,rrra qr nroriii's-Er.ip' r'riiille-cur rqltu rr'rronr- 3uart J irr. E rFqtu, 0r ltla l6n€ 6
cc.rrtrED rrullr ('lr|li lal$a[raxll lit lolll IIJ 10 H tfil]rl
a i'=.- .r *'lTrtfTlr-r .. cw'r-
Iltn trr, C|{'l lAr a/F
TO: JoB NO. 4 398 90, DATE: 8-27-.90TOIVN OF VAIL
Attn: Mr. Stan Bcrrynan DAILY REPORT NO. 60 SHEff 2 0F 6
P.0. Box J00
Vail CO 81658-0100 ll'lvOlCE No'
PROTECT Adclition to VaiI 'lranspor-tati on Ccntor. V;ri l, Colorado
Section F
Section F
Section E
Section E
Section B
Section B
22 #4 @ 1.2t1
.c.B.F.
#3 Bar as WalI
Spreader
#4 @ 16rl
4 @ J.ztl
.c.B.F.
34 s4 G 18r'
o.c.N. F.
774 *4 @ 7'l
0. c. F.F.
22 #4 @ 16tl
o.c,F. F.
37 #5 G 10rl
0.c.N. F.
lts e 6rl
0.c.N.F,
#6 @ 6r!
0, c.F.F,
Stair No. 10
Stair No. 10
Stair No. 10
Stair No. 10
Stair No. 10
Stair No. L0
Level 3
Level 3
Level 3
Level 3
Level 3
Leyel 5
Michael Barber Architecturc,
COPIES Attn: I,lr. Scott Ward; Gary lrlulr-:ri n
PCL Construction Serviccs' Attn: l'lr' Dcnny
Armour; Andersoll & l{astings;
ClrcnCNorthern.lnc,Cdr|irnf trglr-r dra Sdr{r.{.
REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS
A.| A lrruat aDl"E|Da IO altxtt' nf, lrft Arrl (lFtlr,r"r' A1 rtfotrt lfi triaflt, ! llll c0'tllfxTul-Ii(rtllaY of (|ll cl;x|ll fl{) ArnbtlltDr tDi tUifA-
rD. o. srrrna'r.rl qlrElrrlr.r (i l'](rr|ct! ztta (| rfqex''rc orr m|.grtj-ri-;JniD' t't{tt c.n imtttx !'\ttto/rl- '- l''l lJ vlt !t orFcctD c'- 'it]tl lftt}€ E
oo.tr-c|ID rrrrF q|. ma,rrrrxll AI' ,siut lo l| rElr|e,
^
,-r.- d rlttrll-lr- d...rr.{.'
16 t\ cratllL r.^o
To: T61gNt 0t: vlll, JoB No. 4 J9s 90 DATE B-27-g0Attn: Mr. Stan llcrrymatr
75 Soutrr Frontaqe Road DAtLy REPORT NO. 60 sHEEr 3 0F 6
Vai I C0 87657 lN\0lcE No.
PROJECf Atltli ti orr to Vai 1 'I'r:rnsr)o.r't;rti.orr Ccntcr.. Va.i. 1. (lolor:atlo.
western$|'PtJtR rqobile
sPE rE^r|olr&
uu t.D. A
An (pNIE{T 49o-B9o
ATTflC}fi TUTPF.RAIURE
9lruP
5000
3||_5rt
R^IIGE 600 - gooF.
TEST]p.TRtrcT
l,IL
IICI(ET
M).
TIIIE
E rcHo TIUE
ARnS/@
nx€
s t|Pl-@
RA,gUrfFN@urfia
IEOS{
RAOurrFil
COU}{fER
@uPr.Ello]l
arBc Y ffilaro/
CUUUI IIYI
wAru Aoo@
c Lt-oNs
1
2
3
4
5
6
119
Lt4
44
54
TL7
106
LL4
L824
18 25
L826
1827
1828
1829
L832
12 : 38PM
1 :03 PIr4
I:37 PN,
1 :58 P[,1
2:17 PI4
2:38 PM
3: L3 P1.,1
12:,S7PM
L: 16PM
1:5OPM
2:18PM
2:24PM
2;53PM
3:20PM
1:45 PM
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
8
16
24
32
40
48
s2
5
0
6
I
7
4
rEsrt{t tu,l?(ur)UET UNTTIEHT(Pcf)
YAI)oormE|E
TETPE-
RAILNE
cr)
RDr\fu(s
2
5
54
4Lt
6.0 .71
70
4 cylinders cast
Slunp only
PROGRESS REPOKT Sample taken from truck. Purnp in use. Tfune observed on all
trucks.
^nplF<
MichacI Barbcr Architecturc l
Altdcrson I llastings; Gary Murrain
PCL Construction Scrviccs;
UltS Consultants;
B. Carr S.L. Pawlak
RE D OBSERYER APPRCIVED ST
ChcnONorthern.lnc Cdn rht &|lh-! d]a S.hlb
REPORT OF CONCRETE PI-.ACEMENT OBSERV,A,TIONS
At A llrnl.|' iEt?GlEt E crtxti r{ Flft ll{t (|,lrtllrfl Al Eatrrt NnE Srrtmo ar nf, corr'')or{ ,rndrftrrY or q'l cl rr"l l'rD amrlfritrx 'I tt,rE -
rxr. rr' 3ratrtfxrl oo{llrlrr (r rlrr,crr rrrta <rr rcqraD}xr orl ru"ori*d-i-inio'-lrjbo ir.n -rnrtirx lrnonu s rti rf, rrl Df @'crD (r 'lrtll lfJlxr 6
cu?rrrlD t ( !r orr|t tdrrrrxtt {ra f4rftD Tt x t'lDo,
A ii-'.- .. s.[HiE]F.r .t ...rrr-
t-r xr G|allaa a./to
To: 1g1v1q 0F v^rr, JoB No. 4 398 90 DATE B-27-goAttn: lvlr. Stan llc rryrnan
75 south Frontaqe Road DAILY RrPorr No' 60 sHEEr 4 oF 6vail co 81657 tN\totcE No.
lEqVECf Addition to Vai1 'fransportatj.on Ccntcr., VaiI, Color.ado.
Westernsm Naobile
SPECnCAJr)$I$ SUJlrP
lItr l.D. C 4500
3r __5|l Arfr cor{IE}rr 7% Aug
AASfi IEIPF.RAIURE RANC€600 - gooF.
fBrt{t TRtrct(
ML
1ICXET
M).
IUE
8 TC'rs)
TIUE
ARNryE
TIII€
SATPTED
nE1qUID|l
@ulrrEn
TEPIN
RE\.oUJTIO+I
@UIIITER
@ltPLEIlOil
;UIrc Y^ro}Sroto/
c{ruuLAIwE
wArER
^OO@gAuoNs
d
9
10
11
T2
73
74
1,77
44
L19
49
L14
46
100
1834
1833
1836
7837
1838 '
L839
1840
3:47 Ptt
3:38 PM
4:35 PM
4:39 PM
4:44 PM
4i57 PM
5:L3 PM
4;f 0 PM
4:12 PM
4:46 PM
4:48 PM
4:55 PM
5:1.3 PM
5:20 PM
4 25
23
PM
J PM
As Req.
f,s Req,
As Beq.
As Req-.
As Req.
As Req.
As Req.
As Req.
fis Req.
N,s Req,
As Req.
As Req.
[,s Req,
{s Req.
1I
8
16
24
32
40
48
Grout
10
10
8
0
6
4
TET
MT
su,lp
(Dr)
An
@IIIEilI(D
ffEr uNn
WECHT(Pcf)Ytru)
CONCNEIE
IATPE-
R^TUNf,
cr)
R[l|^ro(s
I
13
3La
41
6.2
6.8 L40.2
72
7t
Slunp and air only
4 cylinders cast.
PROGRESS REFORT Sarnple taken frorn truck. Purnp in use.
Time observed on all trucks.
r..rDrEre Michacl llarbcr Archi tccturc ;
Andcrson & llastings; Cary Mumain
PCL Construction Scrviccs;
UllS Consultatrts;
B, Cafr S.L. Pawlak
RA.D OBSER/ER APPRWED B'
ClrcndNorthern.lnc.cd:,th bgrrr si Sd-arJ.
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
Ar A |.rnt|' tFltEmr tO {atxTl lttr itftE,ilo d,ltltTl I i'F('ixl A'lt lFrftm Ai nr ([rnrr -Ilt(rrrY d- ot! d tttTl' llo AmrE trtpl 't n[-f -
trtr o'- tratrrrxtl cltotlE n q ftltl.crt rrrr. an .rforirtq, q,t mrvril-d-;iniD'i"rit€ -cil isltrx lwnonr- srrf'l tt tnl t{ ocl'oD c"rrtl rDnD€ rs
oorrrrnD trlltr snrt , allaxrl l,la rcrltr lo H nlllrl
A 'ints r r,. lttf ti-lr.t r, ernrarro
t6 le Oa(l l{ a./ro
TO: 1gy* 0l: VAI t,
Attn i Mr, Stan llcrryman
75 South Frontaqe RoadVail CO 81657
PRqrEgf A(ldition to Vai I I'Talrsl)o1'tat i.on Ccntcr',
JOB NO. 4 39lJ 90
DAILY REPOFT NO.
rln0tcE No.
Vai.l . Co l.or:arlo.
DATE g-27-90
60 SHEET 5 OF
WesternslrPPUa l{obile
SPETEATP$* SLUUP
lrtr l.o. C 4SOO
3rt-5rt llR coNIE{r 7 eo Aug
ATSO{T TUTPERA1URE R^}ICE 600 - 900F.
IET
}|(L
lnlrcxt{L IrcXEI
l,{r.
nlrE
B TCIiO
TITIE
Amr/ED
IT€s nPL@
Rf\nurrEtl
CO{J}.TER
EOIH
REV{XUTFN
@{,IITER
cotPtEltotl
clrfic Y G
t_oro/
CUMUI,AIIVE
tf rER
^I)o@o^u.o s
15
16
77
L8
19
20
2I
22
54
t17
44
49
114
46
LL7
44
7842
1843
1844
1845
1845
1846
1847
1848
5;19 PM
5 :3i- PM
5:40 PM
6:00 PM
6:18 PM
6:48 PM
7:18 PM
7:58 PM
5;30 PM
5:48 PM
5:53 PM
6:L2 PM
6:25 PM
6:58 PM
7:50 PM
8:12 PM
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Reo
As Beq.
As Req.
As Req.
As Req.
As Req.
As Req.
As Req.
As Reo -
56
64
72
80
88
96
L04
11?
0
6
0
4
I
8
10
n
lEillII sllfi?(rlr)IET UMT
TECHT
(PcF)
}lTl"D
coflcftflE
TEIPE-
R^TT'Rf,
co
mraAt0(s
PKrcRESS REPORT Time observed on all trucks.
noplFq Mi chac I llarbcr ArchitccturcI
Andcrsorr ti IIastirtgs; Gary Mulrain
PCL Constructiotr Scrvi ces I
UltS Consultants;
B. Carr S.L. Pawlak
RE..D OBSERI/ER APPRWED FT
ChenONorthcrn.lnc Can{ht Onh-r ata sC'{H.
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
ar A rIlA trFEtDa E CtrXtr. l|t FrfD ltt dltt\l-i( al llTtt'rTr ^,lf :tF.rrm at na c.,trfJrTr4l-tFor.rr1Y 0f frtr ct'xrl 'ro ,|m(noltDl trt n'f-t!-
lxr. o,- lrfattrrD.B otrorrrtrr d frtircB rr(x (rt Eor.r€ qrr rtlgrrj-d^rriiriil--tIrmt -crn rrrttx l|raor'a- s^rt.ltJ vrt lf O(Fot'D (f, T |fl lE lD€ ls
oaaarrnD uartr q|llt l|flrfrrrxn ,,I' stlD lo l| rlftl{l
^ ',rr* rl r,.[ Un]l r.." rr rvrlrrrrr
7-r L., qalt.. a,no
TO: 1gg1,1 0p VAI L
Attn: Mr. Stan llcrrynan
75 South Frontaqe RoadVail C0 81657
qlq.JECf Ad(titi on 1:o Vail 'l'ransl)olt ti orr Ccntcr',
JOB NO.4 j9B 90
DAILY REPORT NO.
ll{\olcE No.
Vai l. Colotatlo.
DAIE: 8-27-90
60 sHEEf 6 oF
WesternsrPPuB pbbile
SFttrEEAlP}}s: qUrUP
uu r.D. c 4500
5'|_5rt A,r co IE I 7% Aug
Arlrt}{r lErpf-R ruRE R^Nc€ 600 - 90oF.
lEif
txt.INTUCT(t{L Ic|( T
M'.ln€
OAICHgI
TIUE
ARft\i@
Tv€
SAI|PI.ED
nfl,O(Infal
@UNTER
EOIN
RE\DU'IIOI.I
CO'JNTER
@uPt-EnoN
CUEC YAREta D/
ct UUL IIVE
IYATER AD@
A^tL(l\tS
23
24
714
t74
L849
.1850
8;27 Plrl 8;50 PM As Req.
As Req.
As Req.
As Req.
114
rL6
lESr
ML
surr?(nr)^n@rm}{r(D
UET UNTT
x,Ecltt
(Pcf)
TAt)corrcnElE
IETPE_
RAll,rRf
cF)
Rfir tr(s
PROGRESS REFORT Time observed on
Total pour 116
all
yds,
trucks .
rioplF\ Michacl tlarbcr Archi tccturc;
Andcrsorr I llastings i Gary Murrair-r
PCL Construction Scrv-tc6s;
URS Consultants;
B. Carr S.L. Pawlak
REID OBSERVER APPROVED Ff
'Chcn€Northcrn.Inc.
Conrdur'g angln ... ord sd-'U.lt
REPORT OF CONSTRUCTION ACTIVITIES
as ^ lrnr^t FfinrgtDt m drxTs' nf, PUrtE rr|' ouRtflwl flr t!It!!! r'nf suEinrD al lrr @rtrrrrur PFrfrrr 't ort (rltl:t' ]o amgnzatE { tG aT s-
rrrr .,- strrDaxts" cfral rrur.' .n r.rtRA;rr rl(r. tn Ftnrrir€ nn nnnorns- n rr :rhru rtrurrc u-n rxrnx il'r*rorrr- s'rrrtEr Ll IE D6FGt! f 'fnt lttrr€ 6
;qri;ni drtJs bnu rar,.rqrrxrs ^nt
rrrrt! ro rtt f,ntn€.
a 'tr-ir- .. rt lt{11{ lyrt d ...rt'l-
fdrrr ,|-- Crf,lot^ 4,/aO
TO: TOWN 0F VAIL JoB NO. 4 398 90 DATE 8-28-90
Attn: I,lr. Stan llcrryman DALy REpORT NO. 61 SHEE1 1 OF 1075 South Frontagc RoadVai.l C0 81657 lWOlcE No.
pRo.rEcf Addition to Vail Transportati.otr Ccntcr, Vai1, Colorado
WEA]HER CONOMONS AND .IEMPERATURE C1EAT 8OOF.
CHEII-NORIHERN'S SITE ACIMTIES Ful1-.tine Obseryation, Inspection and Testingi
Concrete being placed for deck toPping, existing structute, Level 4, Line B-C, Grid
8-11 , Reinfoicing steel being placed for crossover ramp, existing structure, Level 4
to Level 5, and core walls for eleyator south of A-Line at Stair No. 12. Density test-
ing of stfuctural fil,l being placed for slab-on-grade, Level 0ne, Ranp up to Level Two,
Line B-89, Grid 36-33 ana tic-kfifl at footings, Line 89, Grid 30-31 - Density test of
roadbase and proof-rolli.ng same, north of South Frontage Road, prior to asphalt place-
ment. Density tests for same.
VERBAL COMMUNICAT]ON WTTH CONTMCTOR, ENGINEER,
^RCHrIECT'
OIVNER
R c.rr S.L. Pawlakna-6'o65Enrcn APPRoYED sY
coprEs xitli"'*li"BH.t'ftll:;81x1"i,,,.,"r"
PCL Construction Services, Attn: lvlr. Denny
Armour: Anderson S llastings; --lllls Coisltltflnts. Attn: Mr" l,es }llood;
Chen€Norrlrcrn.lnc.Co.:. JtX trC'..r -a S&iL.
REPORT OF FIELD NUCLEAR DENSIW TESTING
as l wrtxt tittzEToa ro flrxrl Df nnE ^|o ottt|ftv!:1 al Fft{tlrt |,rf, trtr|rTtD at xr c(lrDf)an t--FtrdiftrY o- crtt o ft'rSi A'{O A'nqr^lD. rm Fln l:A-
txx c, srArrrrrxnl crrqurlrc on rnrrcrr rnd.r (n ffq^fi'.€ ca r-o"#'s-iiii,ri,io'fiiiro-qx rnnut rrrnovr'l- s,r''rlJ rrl If DIFE (r Itrll lurrxr 6
oortrfiD tDr.t:r q t rri.r.(f,rD.tt rf, l&lD lo fi lFnr|(r
a t'-trr- a r.[UUlgt .. ..,tro.-
adr ,le CEIO'A a/ao
TO: T6nN 0F VAIL JOB NO. 4 398 90 DATE: 8-28-90
Attn: Mr- stan llerryn.n DALY REpoRI No. 67 sHEFr2 oF1075 South Frontaqe RoadVail C0, 81657 -
INVO|CE NO.
llqlEgf Addition to Vail Transportation center, Vail, Colo]rarlo
SPECtnCATtoH couP cTtoN &
MINIMUM REQUIRED IN_PLACE
CONSIRUCNON CONIRACTOR:
UATERTAL
DENSTTY 95
B&B Excavating
r AS DETERMINED IIf:
IEST LOCATIONS WERE
ASTM DJ557 (Specs. under
strr FcrED ff, ch"r,-Nor.fl3Xitt'
THICKNESS OF UFT45 Required
NUMBER OF PASSESAs Required
TYPE Al'lD NUMBER OF EARIH MOVING UNITS L Front Loader
T'/PE All0 NUMBER OF COMPACTION UNnS 1 Dual Wheel Roller
METHOD OF ADDING MOISTURE hrafe'. T1.rrr-k
LOCAT]ON
DEPTH OR
ELWANON
(FEET)
LABORATORT FIEt.t)
P€RCENT OF
(RErrr\€1
lrN(u{x)otIr^ltd
SOIL TYPE
rE)l
NO.[1N(MUM
Dt{r
DLNSTTY
(Pcf)
OPT]MUM
MOISTURE
CONTENT(z)
DRf
DENSTTY
(pcr)
MOISTURE
CONTENT(r)
26!
26(
26
642
Station 9+75
Station 7+35
Station 6+10
Station 4+90
Subgrade
Subgrade
Subgrade
Subgrade
138.6
_138.6
138 ,6
138.6
5.6
5,6
5,6
5,6
133.L
133.6
133,8
1.33,4
4,L
4,4
4.2
4.3
96
96
97
96
868 -3l4"
Basecours e
BeB -3,/4'l
Basecours e
868 -.3/4tl
Basecoutse
BEB *5/4"
Basecours e
tr FULL TIME OBSERVATION I] PAJ{T TIME OBSEFVATION
nB rFdl' pf,f,Jxr:t q't{E. ! nrrat A.t l rt:Rrtr oF otn ffiftw r{rrd (r nt Plra.flfiHl. r,f lqv! q!tr! -olj-lllr crtarRr/clin m c{xr lf,
"F(Yn€
r}r
FFfD|frOrDtD c{rPrcrrtf tttr[r Atro |rrrsnf tO llt]. urRttKl nl[ rurs wttl ti'n'inff,in a-r| n rt ruro -rpr nrrnr: IFJTs Atq rl{rr of rllr r'll I orrY
As rtt-E\,Tt 1rpr.:5s Fi Tg cAp1^rr q.n oc6v11.1f .,urprt{rr. 1.Sr 1'te J; ifi ]t';|';fi isg'tul ornro+rs or t/rlttlg rltt ntl U6l: s'roncrno'L
IHE Nt CI,EAR DOaSOyEIgq MEns) oF lEsll|lc w S Us€D lN SUI}SrA{TUL ,rccoflD^l€t WnH ASrx 02992 All0 OJO17
pRzuMll{AFY OBSERI/ATIONS Al.lD/OR TESf RESULTS VER&cIY REPORTED TO: Les Wood
PROGRESS REPOKI Tests were perfoilned on the road base subgrade prior to paving
north of South Frontage Road, Stations 4+00 to 9+50.
r.^ortre Michael Barber Architccturc,v\''rrL't Attn : Mr, scott Ward ;
Anderson 6 llastings; l'lr. Cary Murrian;
PCL Construction,-Ai:tn: -l''lr. - Dcnny Annour;
ItRS Consrrltants, Attn: Mr. Les tttood;
PawlakafB. Carr
FIELD OBSEMTER
Chcn€Nonlrcrn.lnc.C..rdtro tr*r.-r -i S.Lrt6.a.
REPORT OF FIELD NUCLEAR DENSITY TESTING
At A Lrttl.( PrTtGTE a tt (tl}Itl nf tr! E [I] qfFt.vt:t Al ltrYFr[ Mf srifff, At rlf @fD(XTBI--PidnTl t Olt cl ft6' Am '{fr5{ZAIDil tTtl F'nt -
rol rr sr [urr.rr crrqlrqr.lr .rr mFA;Tt ratl, (x rtq'"arr€ orn m.r'<riu-s ininvil -nrip q-n rnrtut lPF to'/A- s^ruJ vu E D'Y'orlr or ArIDr lt:irr'{r d
CaftLgIE| ttrr.:I o|rit ,ti.rqtoarr t[ pttfD lO N rEnr|q
^ 'tr-nr- .. -[Iil-l c..r d ...'r-l-
rtr t|.. Aalut Vro
Tr.l,rv; Tg$rN OF VAIL JOB NO. 4 398 90 DATE 8-28-90
Attn: l"lr' stan Berrynan DAILY REpoRT No. 61 sHEEr g oF 1075 South Frontage RoadVail CO. 81657 tNVotcE No.
PROrECI Addi tion to Vail. Transportation Ccnter, Vai. 1, Colorado
sPECtnc Ttolt cot{pAcTloN t }/ATERLAL
MINIMUM REqUIRED IN_P|JACE DENSTTT 95 x As DETERMINED BY: ASTM D-I.557
CONSIRUC'IION CONTMCTOR: BGB Excavating TEST LOCATIONS WERE SELECTED Eff: Chen-Northern
TYPE AND NUMBER oF EARTH MOVING UNIfs 1 Front Loader, 1 D-J 6a1 THICKNESS oF UFT4, Requj.red
TYPE A.].ID NUMBER OF COMPACTION UNITS ], Dual Wheel Roller.NUMBER oF PASSESAs Required
MEIHOD OF ADDING MOISTURE Nautral
*BSG=Below Subsrade-*nrr-P6fg1ofr;:":f,.,,DEPTH OR
ELEVANON
(FEn')
IABOtrATOff FIELD
(RErlrvt/
llAx[alr'l)
Ot'TAfid
OF
SOIL T]?E
lcJl
NO.MAXIMUM
DI{Y
DLNSTTY
(pcf)
OPTlMUM
MO TURE
CONTENT(r)
DRY
DENSTTY
hcr)
MOISTURE
CONTENT
.,67
268
269
270
271
Line 82 at
Grid 35.9
Line 83 at
Grid 33.5
Line 82 at
Grid 33.0
Line B9.5 at
Grid 31
Line 89.2 at
Grid 30.2
BSG*
BSG
BSG
1r
2l
6r
2r BTF*J
Top of
Footing
0
0
0
0
0
136
r36
ls6
156
136
5.9
5.9
5.9
5.9
5.9
1
155
t32
LJZ
L33
133
5
6
2
0
6.2
6.4
6.1
6.3
o.u
98
97
97
98
98
Slightly
Silty Gra-
ve1ly Sand
51. Silty
Gravelly Sand
51. Silty
Gravel"ly Sand
S1. Silty
Gravelly Sand
51. Silty
Gravelly Sand
E FULL TIME OBSERVATION t] PNTT TIME OBSEFVATION
nG |'FtltT pit!|xt! (t'ttDxt maut' at l Rts T tr olri anEf_nr rf,r.ur (r ml 'l
atl.ftat Pf lr w mJ|fD Oll lllF f.r'rafrE^cTtFt m c(t|ntru{ lPPtYn(| nr
Fo61r;a11of, coplcl\rf tt(!T rtru ucnri: m trl. urnrro nc n,rrs rrrt uh'hr'rnrn s rf o.t3t twlrro -oFrMnc6- lBrs lr{ [ Df- or lllf Jll I o{Y
As rr.f,vrD xrf,roeiy ro crrm rr q-{ orFtr\{l! Jutptrf,xt. tsr rxle di -r]i!i lit: 3tlt nrld ntt ocllxlrs otl wtlalllt l nlE nlr ltrl:t sr"EoFlollrc'a'
tHE Nt Ct"E R DcI{sot/tHB MEn|(x) Of TESnNC U^s UsF! lN SUIISIANTUL
^CCORU
}lct wnH A5-IU D2902
^}IO
DJOIT
PRzuMIMFf OBSEFVATIONS AID/OR TESr RESULTS \|ERBALLY REPORTED TO: Les wood
PROGRESS REPORT Tests were performed on structuTal fill being pl4ced for slab-on-
grade and backfill at footing, new structure, Line B-.B9, Grid 33-.36, Line B, Grid 30-31 .
coPrEs xiil?" t"?i'3:;.t"fi'l*:cturc,
Anderson 6 t{astings ' }'lT. Gary }lur:rianl
PCL Construction, Attn: --Ilr.-Denny Annour;
llRS Consrt I tants , Attn : Mr . l,cs woo(l ;
ndo S.L. Pawlak
APPfiOVED BY
Chen€Northcrn,Inc
O.:rt.}" f'rtEt -ra Sdr |.L
REPORT OF REINFORCING STEEL OBSERVATION
rtA|lmrrtFEttctDltoqrxltnrtrl.Err{ldE1lflatlftoiTt|rtrrriftlTD^t'tf@fDfxn'(rrtfrrtrct,lcrrxnt'A]oa'nno^lEltufPttll;i-
11r. g. 311n11;xrl o6rcll4rr6 11,r fxlp1.rt f1111 6rt [q.;'ta cu pnxli-n lninio lE[Trt€ q.rt lt ff lf"F/A- sAr.Prr:t x[ D(FU! (r 'fm rultro 6
@{'rrn-o r'|lj6 ollrt rftllEL}al! A[ ,aul lo x rnnlrl
^ 'n-!.- , *lTirri-l* ,...rird.
tn ,lr. €r].tttA r/ro
TO: JOB NO. 4 398 90 DATE: 8-28-90TOWN OF VAIL
Attn: Mr. Stan Berrynan 0AILY REPORT NO. 67 SHEEr 4 OF 10P.0. Box 100
Vail CO 81659-0100 ll'lVOlCE NO.
PROJECT Addition to Vail 'fransportation Ccntcr, Vail, Colorado
STRUCTURE Level 4 Deck, Existing Structure
LG ]lofi E EVATX)i|
R@tFORCu|C
corato{Ts
VERNCAL HOQZO}{T|t
Line B=C,
Grid 8-11
Line B-C,
Grid 8-11
Li.ne B-C,
Grid 8-11
Line B-C,
Grid 8-11
Line B-e
Grid 8-11
tine
Grid
B.C,
B-L1
Level
tevel
Level
Leyel
Level
4
4
4
4
4
Leyel 4
164 Rows #4 at
12rr 7 t, B
70 Rows #4 at
SrrBottom
47 Rows #4 at
12!t Top
3/4t' SIab Bo1-
ster, Coated
at 36!' O.C.
1/4 Wire Coat-
ed x5r0 at 36rt
O.C. Lap to #4
at 2Stt;
70 Rows #4 at
8'r Tap
North to South
East to West
East to West
East to West
SPECU|CAIICT$ sltrl GRAOe 60 El n-r*s uco
RElfmcu,lo cu^tltNex! clean E st|oe Df,^ltllcs uss)
ctEARAlrcE At{D Cgl/EE As Required El comnrcron grrseo
sptrcfie slEcrrc rne As Required E ruu-lue ooscnt/ llon
g R gfpfir$ Ttt€ D prrr-nle txrscnrvATloN
FnEH ll{PtACE @ULPnNCEHoc$r 2,, ffi,m$, ffiffiff5 *r_s.T,,,-
DCAr|D{ED RE-DCAIII}IO
PROCRESS REPORT
Michael Barber Architccture,
COPIES Attn: Mr. Scott Ward; Gary Murrain
PCL Construction Services, Attn: Mr' l)cnny
Arrnour; Andcrson S l.lastings ;
URS Consultants. nttn: Mr. Lcs ltlood:
B, Carr S.L. Pawlak
RELD OBSEfWER APPRC'VED SY
Cherr*Northcrn.lnc.
ot.:4r!a C,lgta-t -ta sdf|tH.
REPORT OF REINFORCING STEEL OBSERVATION
,J A rlrnr{ ?m|ncflr D cttxrtL r|| ntE r|r o|ritwt Al rrtdnr ^|f S,rfnrD |r n|r @Grtxrlrf Fls"ltnt or nr o fxtl lP 4!!d4rEr rl'l PuR rA-
rtrr trr ttlnr.rflr, (rr€(utnrc rrr rnD.ctt rrrtt (n rto.{r{ q,r ntrqnic nirnD t't,rrp qrt rnltttx lf?t(x& rlttj ill 9c D(tqrl) cr frrDt IIJtlro 6
cqrlfltD rrrltil o|rrt ,|Frrqj{r.lr rr( ralIll) 1() x f,lll}rl
^ &-,<b 1*l[li]l..r r...rtdr.
tr t.. C|{lla a/to
TO; JOB NO. 4 g9_g 99. DATE: 8-28-90TOWN OF VAIL
Attn: Mr. Stan Bcrryman DAtLy REPORT NO. 61 SHEEf S OF 10
P.O. Box 100
Vai I C0 g165B-0100 lI.tVOlCE NO.
PRGTECT Addition to Vail 'l'ransl)ortlti on Ccntcr. Vail. Colorado
STRUGTURE Core Walls. Stair No. 12
Loc^not{Ew nON
RfDtFORCrlrC
!€Rnclt HONZONI^L
South A-.Line,
Grid 28.2--30
South A-Line,
Grid 28.2-30
South A-Line
Grid 28.2-30
South A-Line
Grid 28,2-30
South A*Line
Grid 28. 2-.30
South A-Line
Grid 28.2-30
South A-.Line
Gtid 28- 2-30
Leyel I
Level 1
Level 1
Level 1
Level 1
Level 1
Level 1
8#4
72n O
26 #4
O.C, B
79 *4
12[ o
84 j5 at 6rr
o.c. B.F.
104 #5 at 6rl
o. c. E.F.
at
at 6tl
at
C
24 l|4 at f 2'r O.C.B.F Section .L
21. fi4 M.K.'400 at 12tt O.C./72 -#4 M.K. 401
L2 #4 14.K. 402 at L2tl Section 1
26 #4 M.K. 4O0 at 12tti 12 i,4 M.K. 402 at
12" I,F. i 24 #4 at 1.2tt O.C.E.F.; 1.8 f4 at
12" O.C.O.F,/36 *4 at 6r' 0.C.I.F.
SPLICE BARS32 #6 at 6r' o.C.I,F. 32 #6 M.K, 603; 32 #4 at
6'r O.C.O.F. 37 #4 M.K. 402 Section 1
L6 #4 at lztto.C.i 16 #4 l,l.K. 402 at I2't;
16 #4 M.K. 401 at t2t1 Section 2
18 #4 at .16" 0.C.8.F.; Section 2
L6 #4 M.K. 401 at 12" 0.F. Section 3
sp€curc roNs srEL cR^De 60 El nrHs usto
RArF(nCfiC Cr.t^ur.OrEs& clean El soe DR llllcs usED
clIAR llcE AND corER As Required El corrnrcron rouseo
sPuoxe sPEcrE rxl$* As Requirecl EI ruu--nle oosERV TloN
E R srtPoflTs: TY?€ #3 Bai E prrr-nur oostrvlnoN
M{EII INPI,^CE @ULPUNCE
u€r PftoEcr |rEr PROr€cr oArEHocrr Zu ffi,ffi nEaumo{rs nc-frb:N@
O(^rlN€D . Rf,-OCATINED
No Yes 8-29-90
PROGRESS REPORT #4 rnarked bar section 3 not installed at the time of our tnitial
site visit,
Michael Barber Architccturc,
COPIES Attn: Mr. Scott Ward: Gar:y Murrrrin
PCL Construction Services, Attn: lUr, tlcnny
Annour; Anderson S llastings;
URS Consultants . Attn : l'f r. l,cs ltlood I
B. Carr S.L. Pawlak
RELD OBSER\J€R APPROVED gf
Ciren*Northenr, |nc.Otn/t,i arrtrrd -'a Sdrllr.
REPORT OF REINFORCING 5TEEL OBSERVATION
As^[mJ|(|rfictE|'ocrr.xTt.lll^'t^,{'qln\inlAli'}oiTrr|fqfrmD|'n|rco'n(xt.rfi'rrrYGdJrd.r'fir.^ro,l,nm'^rl'|rf,.4'l|c^-Irr. ' 3l^r|raj.ll (rrralEr! (n rxri.ctt ,rfl (r r'qrira crrr urcii- n-frInio'-xiiiip -an -nntx
^l7t$/a- l^lfl,t: rll { D(Fctu (I- ,'.T[tl ltllrlo 6
cur\rrtt' ul,la olttt f*rqrljfl! ,.i latlo rc R mtllrl
^ .-rl.- . -[rrrT'lr" .. *'!d{..
tdi r.t. Crllri^ a/t0
To: JoB No. 4 39-8 90 DATE: 8-28-90
TOWN OF VAIL
Attn: Mr. Stan Berryman DAtLy REPORT NO. 6L SHEEI 6 DF 10
P.O. Box 100
Vail CO 81658-0i.00 ll'MOlcE No.
PRq,EcrA<l<litiontoVai1.fTansl)oTtationCctltcr:,Vail,Co1ora<lo
STRUCruRE
t_oc^Irorl EEV llo
REDIFORCIIIC co[ro{Is
!8nca t{ofuzoNra
Line B-C,
Grid 19-23
Line B-C,
Grid 19-23
Line B-C,
Grid 19-23
Line B-C,
Grid 19-23
Line B{,
Grid L9-23
B-C.
L9-23
Line
Grid
Level
Lerrel
LeVel
IeveI
Level
Level
4-5
4-5
4-5
4-5
4-5
4-5
272 wy+s #4 at
L2" O.C.T & B
83 Rcnvs #4 at
8" Ebttcrn
56 Rorps #4 at
12" Top
83 Rcn^is #5 at.7rZrt at 9,, Top
3,/4' Slab Bo1-
ster at 36"
o.c.
l-l4" Wire at
5r2tr at 36"
North to South
East to West
East to West
Lap to #4 at 28"
East to West
A11 Rebar is AFory Coated.
spEcuEATK'ilSr SrErL G31DS 60 E n,rrs useo
FEDS(nONO CTEAI{U{ES! clean E snop DR rwcs usfD
cuAR rcE lllD oofiE As Required E corrnrmn 'torreo
sPt ofie sP€c[EArp$s As @uired El ruu--nue (xls€Rv lloN
EAn $JPFffinr Tr?G Slab Bolster O P m-IluE otts8r'Ano|l
Fll{E}l trfrrcE Oolll'Pt NcExoer 3/4 ffi,ffi #fi,ffie!! ^._ffi,*DWIOI€D R[.D(^YNED
Yes
PROGRESS REPOKT placsnent of reilforcing steel appears to be irr general conforrnance
with the project specifications.
Michacl Barber Architecture,
COPIES Attn: Mr. Scott Ward; Gary lrlurrain
PCL Construction Scrvices, Attn; Mr. Dcnny
Arrnouri Anrlerson E llastings;
tlRS Consu ltants . Attn : lt{r. Les
Chen€Nonhern.inc.C.r-Jt,tr entt*r -i S.L|.,.L
REPORT OF ASPHALT PAVEMENT TESTING
lt A |l nl,( ttErrcrrtl r cr ftlTl n( Ptlt rrf) dfrlt?t' A! ttfFurtr 'tf suirrnD a! nr co'Dfxrlrf -t'ts'urtY F O(,I (,'fTl' "o a/nrnrL Dl rDi Pr'/ EA-
rrrr ci Jl^,,,.xxr. mr€r 11fr.1 (. I xtn11"J: ti m g1 orrro o,n nNriniri-tii.rmr';jGo-o.t ttsrtDt lr?lt(xa- 3 rtll YGI Dc ErarD c lnLl nirlp 6
olft(n! u|.r.:r ('nrt l|ra$arrlrxll , f re|tt.Ilt lo tl l1!l]rl
^,r-n -.. -0@^" d .o.'"'i.-
fdi Lo. Clrltt a^o
To: tudll oF \ATL JoB No. 4 398 90 DATE 8-28-90
Attn: Mr. Stan Berryman DAtLy REpOfiT NO. 61 SHEEI 7 OF LO75 South Frontage RoadVail C0 81657 u{\otcE NO.
PROJEGI Addition to Vail TransDortation center. vail. co] orado
SPECIFICATION COMPAC]]ON & }IAIERhL
UNl|trll AvBAoE OmE N-PtlcE D€lrsTY (F L50 PfRcAnr (F ilE l'l$0rtlt D€NIIY
Cq\EIRttlU{ COttRlrCIm B&B E*Cavatincr IESr WC IPNS f,nf, SE.ECIED AT R ilInr N /\CCm }|CE I|IIH lStll D JO05.
TypE llo umgr oF couprsnoN unrls 1 Steel lrlheel, l- Rtb- Tncl<xess or IJFT 2" Bottcrn
ber Tire
lErPs IUfiE VTEATXI.| 25Oo - 27 50 MJIECR OF PISSES A" fu
lESrt€.LGATlol{PAVETTENT
UFT
||i.ELE R
FEll)
DE.|SITY
(Pcf)
NT'CI.EAR
corP GIu{(r)
CORE
LE}TGIH
0N.)
COR€neD
uEl.rslTY(Pcf)
COREcorflcDotl(n
1
2
3
4
5
Statlon 9+25
Station 8+50
Station 7+30
Station 6+00
Station 5+00
2" Bottsn
2" Bottffr
2" Bottcrn
2" Bottcrn
2" Bottcin
150.0r
150. 0r
150.0r
1qn n+
150.0r
145
145
L44
144
L44
2
U
v
tl
+
97
97
97
96
vt)
a rutL IUE 06fi\rATx)tl E P^trr TU€ 06ERr/ArpN
rlE lr.Errff, DtltsouE ER uEnu)
N rcO(Rnl€E lllll Asru Dz20
HrruAR c,tlr IAXE Troxler(62) M@E.
PREUM|Mf|T O$€FNATIONS AND/OR TESr
ni8 iFpoit Firf-!{xrr e$ss rorufi} As A }|f!ar-r of our ttfiJl^rE't q. P^vtltttT tfi|stittrDt llE !l E-EqSD Ol llf, colflnlcTltl ro c m|tf,-mY]€ TllE
iro1111.11D crl1.;cnw rrnxr r;;mlc Trr nu6 nnl o(n ocutwr r rpr'ixiimirc--dpi'irliirr- ttsn rI-lr€ u'lllr P vTvotl oltY ls rut\1D,)rrrsrfr
ro crr.Er^rt crr r65.rty1r5 Jupqfwm. nsr rur^ rnt urr llf, sflf, nrs r#-6iiiido- rii-*Errir nrr p vrJrrt r urlTs st'rxtrrluc' rrlrc(trr oarl3rY ftrrs
trllD r ooHirtu) R:t Irtt utluss @'tRt.l,{tu' lo @E ourtllr:t r'r Dr'iiii lolTriii is-iri ricolt.,{r oont[urp t A rrllrlrJll of xvul !rAID
oFIEnNcN|cctrto^l|cEwlmAsIuD2Gr0wrHcoR€coRRE.^T|o}|sPaf(nl@
3411 B sf,ft L NrllEtx 50-0922 STANU RD Oqr{r 2896
645
RESULTS \ERtlAtLY REPOKIED To: Les Idood
PROGRFSS REPORT eaving operators started at 2:30 P.M., North of Souttr Frontage Road,
Stations 4+00 to 9+50.
ltidrael sarber Architecture,
COPIES Attn: l,lr. Scott Ward; Gary Murrian;
PCt @nstruction Scrvices, Attn:- Mr.
Denny Ar:rrf,ur; Anderson & Itastings;
U.R.S.Consultants, Attn: Mr. Les Wood;
B. Carr S.L. Pawlak
FIELO O6ETI'ER APPROYED BT
Chen€Northern. irrc.C. nt|' Ire!-t -ii S.Lrla.
REPORT OF ASPHALT PAVEMENT TESTING
A.] A ramA. '|$rtfirr
to grxB nf tllf rfio GJarlwlr Al ,tfPotrt |,t( ruLTlTD lJ r[ cotrrf,x|l^t-tE'rttry (r 0t'! tlft{tl' l'{) atnf:r'lpl nn P1'l|l-E^-
rrrr rf jl^lrrlr.n! c.n cu!l.r,' (n rrt .c,r! tirta o.r Rro^ r,o*r an nrarni,r-iGniio ir-iitlli-cr rrolrrrt A,?ro,a- 3lf,tD lu fr rFctr) (r |.nt n:ttf(l !t
arrrl trtD ual.:tt gDtt ri$,rf,I'.lt ra( ,anur lo r t'trt€.
^
,#,.- d rA.l-ifrftlr-t d o..',Fir-
F ti f5. CLl tol {^O
TO: Tt[4t{ oF verl JOB NO. 4 398 90 DATE 8-28-90
Attn: Mr. Stan Berrlrnan bruLy REpORT NO. 61 SHEE1 g OF 1075 South Frontaqe Roadvail @ 81657 rr.{volcE No.
PR0JEC-[ Addition to Vail TransDortation center. va-il. co]or;rrlo
SPECIRCAIION COMPACTION & }TATERIAL
ulNluull AwnrcE c(nE H-PucE D€llgTY G 150 ftncElfi oF lHE l,|^)0rt,01 DEI|SITY
oortsnt5nil cxxln cKn B&B D<cavatingTest loc^Tpias tvEru so-EcIED AT R^flmr N looffiHllcE ffIx rslu D Jacll
TY?€ ltlo NttlB c c0lPrsrnN UNns 1 Steel blheel, THIO$ESS oF tlFI 2' Top
10 - ??6oF- 1 R'bber Rollet t"*n oF p sss As Required
IESTt{t !rcArpN PAVE'IE}IT
UFT
uEn^_"Irxrr
oE}.slw(Pcf)
ITYEEM
Mrqr n
FEII)
DO|SITY
(t cF]
NI'CIIAN
colP igIxrN(r)
@R€
LET'F'H
(tN.)
cm€
FIELD
Do\aSW
(Pcr)
cfif
colPtsDoN(r)
6
I
9
1,0
Station 9+35
Station 8+75
Station 7+50
Station 6+20
Station 5+10
2" rlop
2" Top
2" Top
2" Sop
2" Top
150.0t
150.0r
150.0t
150.0r
150.0r
L44.2
L44.1"
r44.6
t45.2
145.5
96
96
96
97
97
nis ifFoir pffsrxr3 (x'fit(t6 roftJm As A nEiu-T of, o{rt oRrtli\r^ln{ 6 P vtltxf o(l(lrrflrt E 4^E'lgfo (rt nE cdm{,'lq f) c{HmJLE lf?tt}|r D€
it@ tftrD crt?i6rrrf frnxr u.,Fvtc l}tr rrafr wrtl o.n o*tar1/fi rs r|or'inifmip-o'riu-riirr- I6xt ,,tt-,!lftt 'r rlE P wr.grr C'|!Y a! El[\a tEgfr
.loc,l.nArtfrtn:'.Irrr5JUIEI,r,f'|'.rt5rq^r^,<('t|l-stx-fr,.s's'rf^tdiiio-cii-;;|';''i.i''t'plwt$rruu;tsg'rxrt^Ir..t.Ht.tfl|ltxJtl'rg.ur r ocr$ffrrr, Rrr^rvt ufluss mnnaAtar lo conf DUrrraJ el nr iii i&irifr, .tiii'iiciiltdcc oonnain r ^I ^ v|lrtr'al 0r l{YrJ' lft^In6
tr ru-L nuE oo6tR1/ArloN fl P^rr nu€ o6Elo/Arxr{
l}E M'CLEAR OOSIIEIER MEITU) OF TESNNG N ICCO'UIAIrE W]H ASIU
rH mDoulu rlllll AsIu ozTm
DzS{r wnu coR[ coRnfl.ATlo]|s PERFOfU'ED
sEnu|. NtArm 50-0922 sr l{D^to cflr{r
VERBAIIY REPORTED TO:
NLrcLrrR c rr urxE Troxler(62) MOo- 3411 B
PREUMTI{^fTT ONEFUATIONS N{D/OR TES'r RESULTS
2896
645
PRoGR€ss REPOKT rhe initial and firlal lifts were ccrrpleLed today'
l{ictrael Barber ArchitesLure,
COPIES Attrr: Mr. Scott Ward; Gary Murrian;
PCL @nstruction Services, Attn:- I{r.
Denny Anrpuri Anderson & Hastings;
U.R.S.Consultants, Attn: NIr. Les Wood;
B. Cag S.L. Pawlak
RE1D OOSErI1/ER APPRCIVED Ff
ChenONorthcrn.hrc crr lii ttlh-r olt Sd-llr
REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS
a.r A ||rn,|t lErrEtrr D qrxll lli tti: ltrl o.L?:lwl al rft€'n:t atlf, tFrrlm al nt: oortlltn t-fit(rrrTY 6 (tr dlt'ra |'o rmBit^tD{ mi a'r't^-
rpi t 3rarnrlrE srqrrDrr qr rrri.ant mrrr cr itq io.€ qr rurrrfr-n-i:irvir- -nriiip -crri nnrrrx rrrn<rr'|l' 3{.'1rr rrr E rt'qro c rtrr lE t}€ B
toaat.trE rrarl oflIt ,lrtrorrall A|t raiaID llt ta lnnln,
a .i.ir.- r -fFtti]rt i ...rr--.
7n r.a CItl l{a .|/|O
TO: 'p91v1,'1 Ot: VAIL JoB NO.4 398 90 DATE g-2g-go
Attn : Mr, Stan llcrryrnan t175 south Frontage Road DAJLY REPORT NO' 61 sHEEr 9 OF 10
vail co 81657 lN\olcE No.
PRqrECf Addi.tion to Vail J ran sl)ort at i.on Ccntcr., V:ri. l. -Co'[or:ado.
WesternsPPm uobil.e
SPESEATPTTS: gltlUP 3"-5"
llB LD. C 4500
rftt coiIIE{r 7Z Aug
ArIUO{T IDIP€R^IUR€ R^}IG€60" - 90"
lESr
Mt rf,rrcr]{L lp(Er
lt(t lruE
OAICHE)
TIUE
AREVTD
llu€
srrtPtID
FA.OUTIENqX,}{TER
&!ltl
REVOIJ,TFTI
@UNTER
@UPI.ETION
clrElc Y Gto4D/
CUUUI,AIITIE
w IEn ADOO
o^uolrs
1
2
3
4
5
6
I
7L7
27
L2
49
150
100
27
L852
1854
1855
1857
1859'
1_851
1864
6237
6:56
7 zO2
7:30
7 246
8: 01
8227
7:A2
7 zIO
7 225
7:45
7:5B
B: 16
8: 33
7:15
7258
8t25
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
6
16
24
32
40
48
56
L0
0
0
0
0
0
lErlfL slul?
(H.)
ta
@I{TE.|T(,
TET UNTT
WoaHT
(Fcr)
xa.o @t'tcREtE
TETPE-
R^N,NE
cr)
RIIIARI€
1
4
6
6
5\
4
7.0
7.2
7.0
69
7l
70
Sarple taken at truck.
Sanple taken at truck.
Sanple taken at hose.
PROGRESS REPOFT 4 qgl5nders cast on Test *4.
Tfue obsenred on all truct<s.
...rorFc Michae1 lJarbc r nrcllitccturc;
AnrJcrson C I las tirrgs ; Gary Murrairr
PCL Construction Scrviccs;
URS Consultants;
B. Carr S.t. pawlak
REI.O OT}SETUER APPROVED BT
TO: 1'9h1;'t 0l: VAI l,
Attn: Mr, Stan llcrryman
75 South Frontage Road
Vail CO 81.657
PROTECT Ad(lition to V:ril 'l'rarr
JOB NO. 4 39s 90
OALY REPOKT NO.
tN/olcE No.
V;ri. 1. (lololatlo.
DATE 8-28-90
6l- sHEEno oF 10
Ttati on Cclr tc r
SPE|FEATPTI$ SJIP
lr0( LD. c 4500
/A{t cot{IE{I 78 Aug
AAI}TT TEIPfIATURE R^}IC€
As Req.
As Req.
As Req.
As Req.
PROGRESS REPORT rine obssrzed on al1 truclcs-
B. Carr 5.L, PawLak
REu) OBSER/ER APPROVED FY
^^DrFe
Mi chac I llarbcr Arclti tccturc I
Andcrson {i llastings i Gary Murrain .
PCL Constructiotr Scrvlccs;
UltS Consultants;
Chen€Nonhern.lnc Cdir(}|' t rgfFr di s.ant.{.
REPORT OF CONCRETE PI-ACEMENT OBSERV.ATIONS
ffi{ 'tnE lr.r (|jlr?rlTr Ar r!rrg1_"1 ^nf urpp ar nr: o('{t rfll,rfirrrrv d. dr cr fr|:t A,.o arno.r tDr fr! nf-EA-
'D.g3^1f|.1''loo.qrE'.'crrrTircltT'r(tf(!ltor.\f.[or,ranifr.d-ir.inio..lrjii6-c*rwtltx..fu,.r.3lr'llJ'|LfiEf,o'D(rlr'IIlEl'}€ltoortrrfrt tt1tl olflt rnxrrr|lt L r4iftt Io x tllllo'
a'r-n - J r.l-fffXlr.r t' riFb
t-i tb CIIll4l 4,/-
Chen€Northern.Irrc.Cor'urilr|o trglrb-. oc, sd-'tht,
REPORT OF CONSTRUCTION ACTIVITIES
a3 A r|,ru|. ml'ncmx m ctfxrs. nf ntlt l,f, qttFlw:!
^lr itt{lni |,re surtnrD as lllli cot'rlFll|l J'Fwrrr ('. (|f rtrrt' x'o rD(luarDN Ftt FT g-
rrr., .'. ,,^rrrs, orr.€1r,!trr5 (r rxrr crr rpGr fr FFrqi.{r oul arrvin-r.i-rr.igvi-l rtrru'Hq orn xntnx Hiix- tiFt'E tlu E mFqb d lrru lutlo 6
cqrirrtii rxi'-sr <ntr-r eawqrlrs ,te letrrl lo lt tnlllo-
^ 'n-n - .r r,.[irrr i-lr-. .. G..'lar-
rd' t ta.. C|.lOl 4/tO
T0: TOWN OF VAIL JOB NO. 4 399 9q DATE: 8-29-90
Attn: Itlr. Stan Bcrryman DAtLy REPORT NO. 62 SHEEI 1 OF 675 South Frontagc Raadvail c0 81657 fiwolcE No.
PRoJEct Addition to Vail Transportation Center, Vail, Colorado
wFATHER CONOmoNS AND TEMPERATRE Clear 80oF.
CHEN-NORIHERN15 Sm ACI1\411ES zul1-tirle Inspection, Testing and Observation:
Concete being placed for topping crossover ra$p frcrn I-€ve1 4' Bcisting Structure, Line
B-B9, Grid :-9-.5-23 ana toppiir!, Level 4, Ljne Bi-C, Grid L1-l-3. Total pour was LB2L yd
n*"i-ty testing of structiiiaf iiff being placed for slab-on-grade' Lerz.el l,_Line B{'
Grid 33-36, Nelr Structure. Reilforcing-steel being placed for retainilg uall, Stair
No. 11, sotrth of A-Line at L,ine 14 and-rebar for retaininq wall, east side of Stair No.
10. East core waII for elevator, Level One at Stair I{o. l-2, and inspection of 4x4 wire
nesh over 2 3/4 ctair, I-evels 2 and 3, New Stf,ucbLre-
VERML COMMUNICATION WTIH CONTMCTOR, ENGINEER. ARCIITECT' OWNER
B. Carr. S.L. Pawlak
RE.D OBSEIII/ER APPROVED FT
lvlichae I Bartrcr Architccture ,COPIES Attn: Mr. Scott l{ard;Gary l'lurrail
PCL Constructiolr Services, Attn: Mr. Denny
Armour: Anderson fi Ilastirtgs;
ijnlC-ciri s,, t tiir t i, n t t rr : Mr.-!gi- ltr99-4
Chen*Nortlrcrn,lnc
A.-Jtt{ t relEt -i S6Lii,.t
REPORT OF REINFORCING STEEL OBSERVATION
^t
A rrmLitnc'oa to alrxll. nr FtE rro dlfltrl a[ lltctltt |,rt llrttnfD ^t nf cor.r.rn't lnrfrrt sl c(t crE|{l:L lro Arnullz ]br ft'l l't|l.E -
rrr. o' statttfrcr, qrcflrrr6 ql rxtlrcrt rr.r.r (n ruo^f,r.r a.r x:lqrr-n -nrr^]i"o xirlrp a.lt rrurtx rr'lnln- Sltru:t rll D( ocFdlt! of rtrll lErtrq a
oortrnD trrlra o|tlt ,*rqllxlr l t ,orfu, lo H lfilr€,
^ ii.rt'., ..[-gf lr.., a'roir..
fdn tb Cla 116^ |4O
TO:
TOWN OF VAILAttn: Mr. Stan Berryman75 South Frontaqe RoadVail C0 81657
PRGJECf Addition to Vall Transport:rtion Centcr,
JOB NO. 4 39_B 90
OAILY REPOKT NO.
ItwotcE No.
Vai i, Col orado
DATE: g-29-90
62 SHEET 2 OF
STRUCTURE Retaining Wall
rccAn$l a-Ev ltot{
RED{FORO'.IC
cor0rors
vgncAL l.roRtzoa{ra
Stair No. 1"1
Stair No. 1,1
Stair No. 11
Ievel 2
Ie\rel 2
LeVel 2
40 #5 @ B"O.C.
20 #5 0 18"O.C
6 #4 @ 18"o.c.
7 #4 @ L6"O.C.
10 #4 @16"o.c.
6#4MKe
3O<16 dtt[s.
Inside l"lat
Ortside
Face
sPECnCArXils: SrE- GMrE 60 ts nerc usO
FEINr(nc c cl,I^l,lt-D{€s* Clean El sttop DR Utt{cs usED
ct.E RAtlCE Ar{D @t/Eft AS Required El corrnrtOn rrnaseo
sptjcuo3 spEcErc Txl{& As Required El rur-lue oosEnl/ nol{
BAR srpFoRr* TtpE #3 Bar D prrr-nue ocsEnlr lloN
Flt{EH ll9tiACE CflAriAllCEffrnr ffi,ffift Hmif; o._ffi,,_
Oq$T€D RE-E(^THO
No Yes 8-30-90
PROGRESS REPORT L2" wall to have double rnat. Outs-ide nat not iJlstalled at tttis time.
Michael Barber Architecture,
COPIES Attn: Mr. Scott Ward: Gary Murrain
PCL Construction Services, Atttt; trtr, Dcnny
Annourl Anderson G llastings;
URS Consultonts. nttn: Mr. l,cs WoodI
B. Carr S.L, Pawlak
RELD OBSEf{!ER APPROVED FT
To: 1g1y1,1 or; VAIL JoB No. 4 398 90 DATE: g-2g-go
Attn: Mr. Stan Bcrryman
7s south Frontage Road DAILY REPORT No' 62 sHEEr 3 0F 6
Vail CO 81657 tln/orcE No.
PEqrECf Atl<liti.on to V;ril '['Ta rr sl)or-t lt i. on Ccrrtcr, Vai. l. Colorn<lo.
WesternsuPPUEn lUobile
SPECFEAITOIIS sllruP
lurx r.o. c 4500
rn @ IE{r 7Z Atrg
ATdO{I TEIPER^TURE R^}|G€ 60" - 9OOF.
TE;T
}|(t ln crtn IIC,€T
ix).
It!E
SATGIE
nrE
ARfil/ED
Tllr€
SATPIID
nftounF
@U}fTER
BESN
RftOUtTnCtcoutnm
couPrEnoN
;UIIC Ylffivt,{'/
CUIIUU\Yrv€
w lER ADOS)
o u.or,6
1
2
3
4
5
6
54
27
L2
106
46
r.50
54
L889
L892
1893
t-894
1895 .
1896
L897
6:38
6:57
7:06
7: 18
7 227
7:36
7:53
6: 51
7:05
7220
7r43
7:53
8:00
8: LB
7 zl5
7: 58
As Req
As Reg
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
I
16
24
32
40
4B
56
L0
2L
I
at
0
0
13
1E5r
l,IL
stlrP(sr)AnooilrE{t(r)
TET UMTrrF{r(Pcf)
YTID
coNcftnE
IEIPE-
RArLntr
cr)
REL fo(s
2
4
s4
4lz
4\5.4
70
71
5! slurp at truck,
4L slutp at ded<.
Sarple taken frcrn trancl<.
4 cylinders cast.
-
PROGRESS REFORT trucks.Les Wood advised of 5+ slunnc.
Michael Barbcr Archi tccturc I
Andcrson $ llastings; Gary Murr;rin
PCL Cotlstruction Serv-lces;
URS Consultants;
B. Carr S.L. pawlak
RELD OBSETUER APPfiOVED FT
ClrcnONorthern.lnc C. {rtr E||lr-r dt{ Sd-arJ.
REPORT OF CONCRETE PI-ACEMENT OB5ERVATIONS
ar a [mJ( ?it G : Io ctt'ltt ll{ Ftnt l|at o(rtlrtt, al 'rrtt'irt r|r( fl!.Trfn at ni: oDtrrttlTl^l-t'tr(fintY (r c|[ d tx't' |,l) Amrfi tDl ml |tf,-E -
rxr. a. 3' rr|f,xrl oelrrrr! G rffi.G|:! rr(x ci |[o ir,.€ c.r "tnqrfr-d^iJ1nio
-rriiio -qn rrtltrx rrfnor,]- .'i/rrtt(tt xrl DC oEFcttD o- x-r[r rtll]F 6
oo..rtflrt ultttr qt}|ll rau.-r.xtl ,ia rfiL lo ll tElLq
^
..r* , r'.[iiii]-ltr.t rf ...ttrr-
tc |.. (tall{ ..4O
To: T9$r* orr vAIL JoB No.4 398 90 DATE 8-29-90Attr: Mr. Stan l3errynan
75 south Frontaqe Road DAILY REPOKT No' 62 sHEEr 4 cF 6
Vail C0 81657 hvotcE No.
ElqfECf A(l(liti on to Vail 'l'T:ur sl)ott a t i.on Ccutcr'. Vai 1. Colo-r'atlo.
Western$m uorrile
SFEFIATp$S SU,UP
r.B r.D. c 4500
An co{rEXI 7eo Aug
ATSE{I TDTPERA]URE R |lC€ f'OO - qnOF
TETt$.muq(t{L
1lo€r
Mt nuE
EArCHg)
IIUE
lnnwtD
llvlE
s$aP|"ED
RE1oU,IX'tt@urfia
EOIN
RE\OI.ttnoa.l
@UNIER
@uPrEIlo|l
:UBIC YAGvt.D/
ct UUUtrvt
WAIER AOD@qAuDts
8
I
10
11
I2
1.3
74
27
114
72
49
106
46
114
"1899
1900
1901
1904
1905'
1906
1910
8;11
8 :19
8t26
8;52
8:56
9:02
9:28
8:27
8:56
8:55
9; L0
9;15
9.J.7
9 243
9; 15
As Req.
As Req.
As Req.
As Req.
As Req,
As Req.
As Req.
As Req.
As Req.
As Req,
As Req.
As Req,
As Req.
As Req.
64
72
80
8B
96
104
172
8
0
0
+10
+5
6
4
rEsrt{L slut?(Dr)^nOONIEfi(r)
YET UN'T
UEOHT
(Pcr)
YIEI)
@ircREtE
IETFE-
R^runf
cr)
Rg!c&(s
1,1 5 6,9 Sample taken fron hose,
--
PROGRESS REFORT
^.rDrFe
Michac I llarbcr Archi tccturc I
Antlcrsolt li llastings i Gary Murlain
PCL Constmction Scrviccs;
URS Consultants;
D .-^n, S. L. PawlakFfrb-dd$Em/tR APPfllwg)-ar--
Chen0Northern.lnc Cdflrt}tt trEh-r ai sd-al{t
REPORT OF CONCRETE PL"ACEMENT OBSERVATIONS
at ^
Lrn|.| linEE Er clttat!. flf nilt lrfl {t-a trt al lrowrri ATt lr"rtD ar n- c0tltlt|Tnr--rf,"rmrl d (trr cr f"ta llro AmflitrArxx Foi |t'|r|r'_
rg. (z 3ra11rxr\ orr€l6 ! q D r1ecnt ta1x (r lqo4ir€ al mnofr*c-irr-nb' nrib*-otn trulltx ltt'Fgva- :trL,t r! rtt E otF(IltD 0,- ,|/'fl rttl€ B
@al.trrlD tJ...|tr glttt lt;a-raraft ,rt l6al,o rt r lr|t[.
A 'rri.,- r r'.lJ:ttii-| lrr , .-rrr't-
'. ; h Crtl l,.. .rO
To: 1g1y11 or: v^t LAttn: Mr. Stan Bcrryrnarr
75 South Frontaqe RoadVail C0 81657
JOB NO.4 398 90
DAILY REPORT NO.
$NOICE NO.
Vai I . Color:ado.
DAIE 8-29-90
62 SHEEI5 0F
PR(}JECI Adtliti on to Vai I 'l'Tan sl)ort;r t i. on Ccntcr'.
WesternlPnE Mobi1e
SPEFTAIP}II: SLUUP
lrD( Lo. c 4500
An co$IE}IT 7% Aug
AIIIRIT ]EIPERAIURE R^IIGE 600 - gooF.
TE;Tl{L rnuc|(
ML
IrcXET
l.(l.
IIIIE
E ICHq'
lIUE
ARNflED
TII|€
s l|PtfD
RA,O(-t,IXlll
@UNTER
EAN
Rf-loLrlbat
@ul.rEn
@IIPLEIIO}I
;UIrc YIGLuo/
cuuut^ln/E
w lB rDDg)
o ura.rs
15
16
L7
18
19
20
27
49
7L7
54
106
100
48
1,17
79L2
1914
7977
1919
1920'
7927
7924
1,0:02
10:28
11 ;10
77:.32
LL:34
77:37
1,2:72
10:16
LO:43
17 t,23
11 :36
1L :45
17:47
12;1"7
1 0 :32
:5017
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
119
L25
131
737
L43
1,49
155
0
+4
0
0
0
0
0
IETMI sLljt?
0n)^nO(}{IE{T(r)
IET UN'T
wEolfl(Pcf)\'raD
ooNcnriE
TEIFE-
RAN'RE
cr)
IrEr to(s
15
21,
\Lq
4\
6.8
7,2
72
73
Sarnple taken at truck
Sarnple taken at truck
4 cylinders cast
PROGRESS REPORT
Truck No. L06 was delayed in placing concrete due to down time
on punp.
^nDlre
Michacl llarbcr Architccturc I
Andcrson G llastiugs; Gary Murrain
PCL Constructiotr Services;
URS Consultants;
B. Carr S.L. Pawlak
Hq.O OSSEM/ER APPRWED FY
ChcnONorthern.lnc.Cdrru{ [trth.-r ti S#Jd|
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
Ar a rrrttA aptrE1Da nt clrxtr, t( ntr E Aro o(r!1w:. Al rrF(finr .,rf, t(-t[rD 11 nr cgrr{l!!!!- t'i{FttY (r crti ct fxri' ao a'nrE^rlt{ foi ?illra-
rE or tgratrrrlxtl otqtE 'r cr rrtnctt fir, (t aror^rF q'r mnirfr'd^fri'nil'rriSiri-q'r -rrntrx ,rriola- 3^r''t tt vrt. r DttdD tr' rrttl lE Tr€ E
cD..?urrD ul.llr oDr, ,*alraxrt r|t rolr'D ro t! twllE
a i!-r.- J r,.[ilif f--l r- d ...ir-r
tc rb Crat t,|| VaO
Chen0Nofthern.lnc Cmdl,r|| E rf!t'-r rti 9<r-lr.'
REPORT OF CONCRETE PUCEMENT OBSERVATIONS
at A |lrnA tFfttrul ro rtDfl!' r't n|tt |'f' dllll,rr' al iftntnt x!( lrntrrn a! nt corTr"fir'l--r'c(firrt tf o'l crfxl! lro a'nbfcllD' l[ n'i-EA-'
rur o. lratrvxtr oorr rr.r qr ncr).crt rrrr rn rfo rp€ o.a mx]6'o-nrinio' rriiid-on-rrurlrx ,rrtovA- S''|lr"llJ rrl tE EFgrD c'- rfTn lEm€ ll
ctr tftD lrart oltlt ad,oaxl| l a raf,rD lo tl l'tfn6'
A 'rlttlr J rt I Xltl-Ir." oa errrrrl
f6r b crall.. rFo
To: 1gp11 orr vAI LAttn: Mr. Stan Bcrryman
75 Slouth Frontaqe RoadVail CO 81657
PROrECT A<ltliti.on to Vai l Tr:rn spor.ttt i.orr
JOB NO. 4 S9s 90
DAjLY REPORT NO.
[,tvtctcE No.
. Col oratlo.
DATE 8-29-90
62 SHEET 6 OF
Ccntcr'. Vai l
westernrylq r4obire
sP€crEATI)N& St l,UP
lltx LD. C 4500
An @r{1p{I 7eo Avg
AIEE{T TA|Pf-RAIURE R^ttlCE 600 - gooF.
TEIIr€.TRUCI(t{L
ICI(ET
M'.IU€
SATC|{A)
TIUE
ARnwE
Trr€
s !Pt@
RA,OUtr|o}l
@IJIITER
EOIN
R6.OurIlOa,l
@{,t{rER
@UPI.EIPN
;ulrc Y ffi
L(110/
cuuuL/\lTvE
w lB
^DO@c^u.ofis
22
23
24
25
26
49
44
-100
L77
7L4
7925
L925
1930
193i.
72:i1.5
1:13
7t25
1 :30
7:20
l. :35
'1,:46
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
L6L
767
LIJ
L79
181
+5
5
10
TESTtn su[?
0tr)
AN
OOITT}|[(r)
Hfr ulrn
WEFHT
(Pcr)
Yra.D
CONCf,EIE
TEap€-
RATUff
cr)
RElrAfUtS
PROGRESS RTFOKT
Time obseTved on all trucks.
nn'* Michacl" Ilarber Architccture;
Andcrson G llastings; Gary Murrain
PCL Construction Scrviccs;
URS Consultants;
Chcn€Northenr.lnc.Con.t Ung Lnglr*. .td sdi,(r.(,
REPORT OF CONSTRUCTION ACTIVITIES
AS A |{'n|^t riotlfrtt Io crnfi I|r: n.nE A|Qarl,ELwS, At tttrlllf r€ Sqtratrn A9 nr erFrTlrn.l---fFEt-tY It rltl dfE3. r{t atTlfllltlt{ rt xnnA-
rr ft tmrtxrs' crq.lr:tut! .n trnucr! tro'l oll f'wnt€ utr ntfqiri-finn'rrnu mituilo otn imnx ifirr- slJtu:r rtu tE o6r'c!t ltrll lullo 6
crtrtlftD u{r5s tnt.l rai|r€tt{,|Tt ,'rt ,4tlIJ lo lr fFllrrq.
^ 'n-.r- , s.[irlti-lr-. o. o.art -
fdi }|.. clttoz^ 'llao
TO: TOWN OF VAIL JOB NO- 4 398 90 DATE: 8-30-90
Attn: It'lr. Stan Bcrryman DAtLy REpOFf NO. 63 SHEE; 1 OF 675 South Frontagc lloadVail co s16s7 lNVolcE No.
pRo,tEcT Additiorr to Vail 'fxansportati. ori Ccntcr, Vai 1, Colorado
WEATHER CoNDmoNs AND TEMPERATURE Partly Cloudy, 40oF.; Clear, 70oF.
CONTRACTOR'S CONSTRUCNON ACIMNES
PtNSONNEI.:
ITA'OR EOUIPMENT:
ACTMNES
CHSI-NORTHEUT'S SITE ACTMTIES Full-tine Testing, Observation and Inspection;
B-C, Grid 33-36,
core wall, Stair No.
fill being placed
No. 10 and new Park-
4:00 A,M. Concrete being plgced for topping, Levels 2 and 3, Line
New Structure, total 118 ydr. Reinforcing steel being placed for
!2 and retaining wall, Stair No. 11. Density tests on structural
for slab-on-grade, New Structure and backfill, west side of Stair
ing ranp walls.
VERBAL COMMUNICAT]ON WTTH CONTRACTOR, ENGINEER. ARCHIIECT' OWNER
l,lichac I Barber Arcltitcctttrc,COPIES Attn: Mr. Scott Ward;fin1y Murr.ail
PCL Construction Services, Attn: Mr. Dcnny
Arrnour: Attderson & llas-tings; ..
tlRS Consrll tallts, Attn: Mr'" l,cs l,1lood
I B. Carr S.L. Pawlak
lns-D oBsEnMER APPRovED Ft
Chen€Norrhern.lnq C..dUn{ tnfrrrt -a S.lt!ar.i,
REPORT OF FIELD NUCLEAR DENSITY TESTING
as A l^mrat Poftclx l to qfxTl' rra Ft'|tE lro ttlnvr'!' llL Rtr(nrE Ft Suunrn al rr corDflrtF{-tt'r'rnrY (f ol! G-l lfxrl art amoQlmd rrt FnE -
irfi o. sr^r,,rxn (xn€ rrrr6 qr rfir.{rt rl(rr cn arqrnr"ro c'n "rrtiE diiirii.o -nxip -qn itnut rrriorl- s'^rf\-IJ ru sE rlFat (r lrrll TBrr€ 6
oo.rt.tltD ur|.ul gnu rfrrqr{r{rt lff loitlo lo lt{ lwnrxl
a 'ir-'r.- d trl lill{ le..r .f FFrb
t-'n r|r c|tldt a./tt
TO: TowN 0F VAIL JOB NO. 4 398 90 DATE: 8-30-90
Attn: Mr. Stan Bcrryman D tLy REpOF11 NO. 63 SHEE12 OF675 South Frontage RoadVail CO, 81657 ltwotcE No.
PRGJEGT Additi on to Vail Transportati.on Ccnter, Vail, Color;rdo
SPECIRCATIOH COUPACTION & MAIERLAL
MINIMUM REQUIRED IN-PI-ACE DENSTrY 95 X AS DEIERMINED Sf: ASTI\4 D-1557
CONSIRUCIION CONTMCIOR: BGB Excavating TEST LOCATIONS WERE SFl FCTED Bf: Chen.Northern
TYPE A}ID NUMBER
TYPE AI..ID NUMEER
METHOD OF ADDING
OF EARTH MOVING UNNS
OF COMPACTION UN'TS
MOIS;TURE Natural 3 Junping Jacks
a
2
Front Loaders, 1 D-8^^*IHICKNESS OF UFTAs Required
Dual wheel Rollers, 'otiuMBER oF PAssEsAs Required
*BSG=Be1ow Subgrade
LOCAT]ON
DEPTH OR
ELEVATION
(FEEr')
IABORATOMT RELD
F$ICEXT OF
(REt In€,/
lr^xur(lr)
osr rd
SOIL T]?E
rE)l
NO.IO\XIMUM
DFT
DLNSTTY
(pcf)
OP.r.|MUM
MOISTURE
CONlENT(/)
DFNT
DENSTY
(pct)
MOISTURE
CONTENT(x)
73
74
27
2
2
275
276
Line 82 @ Grid 33,2
Line 82 @ Grid 55
Line A0.5 G
Grid 35.5
Line A0.4 @ Grid 35
Line A0.9 @ Grid 54
4I BSG*
1r BSG
Subgradt
Subgrade
Subgrade
0
0
136
136
136
156
136
0
0
0
5.9
5.9
5,9
5.9
5.9
0
I
6
4
r32
t42
1,32
L32
732
6.8
6.4
6.2
6.0
6.1
97
97
97
97
97
Slightly
Silty Gra-
velly Sand
51 . Silty
GravellySand
51 . Silty
GravellySand
Sl . Silty
GravellySand
S1. Silty
Gravel l"ySand
ts R,,tL TIME OBSEF/ATION tr PART IME OBSEFMAT]ON
nrs ifFl'lT Piftxllt Pl{D6 trt{D rt A f,Nrtl tr (trn miln A|tttt (r Ftl PtA:flrfNT' rt ltA\tr trfl|fD,Clll-nlr c(ltrFA:'1n m ofruu( lptanl}|(l Ir|:
ifrara|}ml! c(r,FAc't|\( ttnFt ^,ru
r{ntq ro trr,l. ot.rnro ne r,rrs *rtrr'oh'iiriiiin c-"<n rrrrwuo rrvnetnrs lF-sls '{!q !'ADf t rf nl o'aY
ls q.Lfyu, lrlorJsak, ro c,{Eurf qn o.Et rvtr,f, Jurjoortxr. rtsr rxrr tr Tfr 'll'i tI; o s6 rqt of ir{xtrs ctr mlrlltiJt l}tf nLt utl]s srtorralp'd'
THE NIJCI-E R Do|.SoUEIIX UEnm Of rEnttc w s usfD rN suE'r t{lul
^c@RD
}lCE WIIH ASIU 02992 AND trrol7
PRzuMIMRf OBSETVAIIONS N.lolOR TESr RESULIS VERIIALIY REPORIED TOr Les Wood
PROGRESS REPORT Tests were performed on the structural filt being pl"aced for
slabaon-.grade, new section and backfill at walls, west end.
coprEs xilli"'*11'3:l.t'filili'*"",
Anderson G llastings ; l'lr. Gary l"lur"lan;
PCL Construct ion ,
- Attn : - -l''lr. - Dcnny Arntour ;
tlllS Consultflnts, Atttl: Mr. Les woo(j;
Chcn€Nonlrcnt.lnc.C..-ruoa fn*xr .{ W
REPORT OF FIELD NUCLEAR DENSIfi TESTING
Ar A nn4 tturgttn to atrlt 1lf AID ,r d. t'r1* 4r -qtYor- rrit lri.trm rr lr tUrirrmtt-firr.ftnt ff qt q nfia I{' Amgr& Dl loi rrt"E F
rri q !,^nrrrnr urerrxr. .'r rrrr/,cr. ,trlr o.t ,on/qr.e a5 ntrufr- u*irini'u"niilir-crr rtttrx'-Friidid rrrnr5 utr t( lrt'I'D (t trnt lunlo tr
cuftl |l! urltt clltl tErrrl.lllltr , f ,guru lu tl lntll|(I
^
,r,* ., r-fjiil y-r l. .,irGri
- ., -.-.-. a ti
TO: TOWN OF yAIL Jos No. 4 39.8 90 DATE 8-.50*90
Attil: l.lr. Stan Berrynan DAtLy REPORT NO. 6g SHEEr g OF6P.O. Box 100
Vail Co 81658-0100 1NVO1CE NO.
PR(ITECf Addition to Vail Transportati'on Center, Vai'l , Colorado
lESr
NO-
*BSG=Below Subgrade
LOCANON
DEPTH OR
Hs/ANON
(FEFr)
TABORATORT FrEr-o
PERCO{I Of
(n€urFG,./
MAXIItl|)
ot'IA0r€D
SOIL TYPEIJAXIMUMDff
OENSITY
(pcr)
OP'NMUM
MOISTURE
CONTENT(x)
DKY
OENSTTY
(pc{)
MOISTURE
CONTENT(r)
277
278
279
Line A2 0 4t West
Ramp Wall
LineA@15tWest
Grid.1
LineBe6fWest
Ramp Wall
of
6 | BSG*
2I BSG
4I BSG
136. 0
136.0
136.0
5.9
5.9
5.9
130 1
L31 .4
L37,0
'7i
7,0
7.2
96
97
97
Slightly
Silty Gra-
velly Sand
S1. $ilty
GravellySand
S1. Silty
Gra.vellySand
Michael Barber Architccture,
COPIES Attn: l'lr. Scott Ward;
furderson 6 Hastings; ttlr. Gary }lurrr-an;
PCL ConstTuction, Attn: Mr. Denny Armour;
URS Constr ltants . Attn i Mr. Les llrood ;
B. Car{ S.L. Pawlak
RELD OIISER'yER APPROVED gt'
CheneNorthern.lnc.C.i.rrl0lt t t!h-r a{ s.i-t &
REPORT OF CONCRETE PI-,ACEMENT OBSERVATIONS
ffi ,.fa r0' q,.ttwL 4r E'qE rr,. t'.rtm ar nt co'.,rrrur,''"'"rf d crn ct ft'll\ ,,o a,''*rcArDl t.' '''"EA-ttt rr tattlrtlrl' (nrQlult! ot rrlt\ct3 trrrr (rr ifoltt€ a'r nnnrii'd-ffiffD';;ili+6-il rerrrx'rrrioau siulr rl wrr E cFcrD tr'rrnr lerrro E
(D'r-rI6 ua.at qt|tl l|fl,-llrJtf llr ldllD lo x lnlt},o.
^
iirr.- ., r..{EiiTlr..r .. t rt-r-
Li t ClIt l{ r./ao
To: lghrt\t oF vAI LAttn: Mr. Stan llerryman
75 Soutl Frontage RoadVail C0 81657
PR(NECT Adrli ti.on to Vai I Trnn sport;rt i. on Ccrr tcr,
JOB NO. 4 398 90
DAJLY REPORT NO.
lln/OrcE NO.
Vai1, Colola<lo.
DATE 8-30-90
6s sHEEr 4 0F, 6
western SPIDTEATnNS: SUrllP str-srr An cotflE{r 7% FvE
AISE}IT IEIPER^TURErvhh.i ln lllx LD. C 4500 RAl.lCiE 600 -. 900F.
TEST
rF.Tnrcl(l{r TIOGT
l,lo.
IIIIE
BAICHET
'nuE
Af,fiVED
IIUE
SAIPIED
Rf\,OlllrFil
co{JrrB
IFOOI
REVOT-UIE$I
@UIITER
oouPr.EIror{
x,Irc YAm
toAD/
CUUUI.AIII/E
w rER
^Do€Do uchas
1
2
5
4
5
6
7
54
119
100
49
7L7
L74
54
1937
'1938
L959
1940
1941
1942
1943
3:42 Nti
4:02 AM
4:10 AIvl
4:27 Ptrl
4:31 Alvl
4:42 Ntl
4:52 AM
3:50 Alrl
4;10 Al't
4:25 l,l4
4;40 AM
4:43 AII
4:50 AItl
5;00 Al"l
4tZO
4:50
5:20
Atl
AI\'l
AM
As Req.
As Req.
As Beg,
As Req,
As Req,
As Req.
As Req,
As Req.
As Req.
As Req,
As Req.
As Req,
As Req.
As Req.
8
16
24
32
40
4B
56
5
15
15
8
30+
6
6
1EST
UL
surr?(ur)An
o(}{rE{r(r)
UgT UNTT
wEar{r
(Pcf)
tltu)coNcRgIE
IElrPE-
RAN'RE
cr)
Rf)uro€
z
5
6
4
8
59a
6.2
6.9
139,8
1.59.6
70
72
Concrete was rejected. The slwnp was
in excess of 8rr tiue to the driver leaving
watet on.
4 cylinders cast
PROCRESS REF0RT 118 yd pour started at 4:00 A.M,, cornpleted at 10;00 A.M.
One hour delay at 7:00 -.8:00 A.M. due to down tirne for punp.
aoptFs Michael llarber Archi tecture;
Anderson 6 llastings; GarY Murrain
PCL Construction Serviccs;
URS Consultants;
Chen0Northern.lnc.C.ardlrof t rth.rt -rl Sarnar.L
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
at A lllnr{' ?DfIErDa to artxll fti |rnE t,ft Gttrvrl ,lI trt(trxt |llf lt-trrm at lrt: @tfrr'xrtar- tFo|'frtY (F trrr d rrtl r'o T totr@rrDx loi n,llra-
rn .. srlrrrt.rl o.,ilr,D.n G rrtrrcr! r ra {,. [ql]Frc c,r mniij'd^iiliiD'-Frrcrt-c,i iwtnx rlnov,'r- $lt'lrt tu E D(]clrD t'rml ?E rr*t E
oqFtIjE tArt qflat ,iflrarrrr.tt na x'ltt fo ra lfitlc
^
irr.- d r.[ lttfl-lr-t .a .rrr.*.
t6 t|. Crallaa afo
TOr 1gp1 0rr VArL JOB NO.4 39s 90. DATE 8-30-90
Attn : Mr. Stan llcrryrnan
75 South lYontage Road DAILY REPORT NO' 63 sHEEf 5 0F 6
Vail CO 8t657 [,ftotcE NO.
qEqrECT Ad(li t i on to Vai. I 'fTarrsl)ortati.on Ccntcr' , V;ri 1 . Col orarlo .
V\lestern sfEcrE^rx)tl! suruP
lllx l.D. '- rd ( nn
3rt_5rl ln @NIEt{t 7 e" \ug
rTAE T TEIP€R TURE RANCEM,-J-j'l 600 * gooF.
lEt
MT nwxt{L lrcr€T
!ro.
nu€
EAICHE)
Ill/E
ARNryED
llr€s ltPt@
Rfl/oLfTIn{
@UNTAEItr{
RE\OUJITO$I
c(x[ITER
@trPt gtKt
SUEC YAG.DD/
CUUULAIN€
w^lrn ADo@
c LLoi{s
8
9
10
11
1,2
15
L4
119
100
777
49
114
54
119
7944
1945
7946
7947
1948 '
-1949
1950
5;03 AM
5:25 AII
5:36 AM
5;43 AM
6:14 AM
6:36 AM
6:58 AM
5:15 Al,{
5;40 AM
5;50 AM
5;58 AM
6:30 AItl
6:50 AM
7;10 AM
7:45 Alvl
As Req,
As Req.
As Req,
As Req.
As Req.
As Req.
As Req.
As Req..
{s Req.
[s Req.
As Req,
As Req,
As Req.
As Req,
64
64
72
80
88
96
.104
5
0
11 ,
10
6
IESTxt s!l?(ur)^no('{rtxl(D
w€r ufin
WEAHT(Pcf)YIAD
coifcfiEtE
TEiIPE-
RAIL'RE
c4
nEu^fd(s
72
74 7.4 135.8 7L
Oyertime limit exceeded, Balance of
load.Teturned due to doun tine on punp
at 4l yd.
Balance of concrete at 31 yd, was te-jected, Western Mobile representatiye
requested another slump, Results were
6rr.
4 cylinders cast.
PRocREss REPORT rime observed on all trucks.
^^DrF<
MichacI Batbcr Arclti tccture I
Anrlorson $ llastings ; Gary Munain
PCL Consttuction Scrvlccs;
URS Consultants;
B. Carr S.L. Pawlak
FIE.D OEETWER APPROVED BY
TO: 1g1y;g OF VAI LAttn: Mr. Stan Bcrrynan
75 South Frontage RoadVail C0 81657
PROJECr Atkli ti orr to Vai. .l 'fTa sl)or-tilt j.on
JOB NO.4 398 90.
DAILY REPORT NO.
tl.firc|cE NO.
V:ri1. Colorar.lo.
DATE 8-30-90
63 SHEEr 6 0F
Ccn tc r' ,
V{esternsJftq r"robile
sPErn^Iplr$ suruP
vtx t.D. c 4qnn
3lr-5rf An @ IENI '7e, Aug
ATTSO{T IEIPER^TUFE R l€€ 600 - 90oF,
IEIt{I Inrcxt{L TEI(ETlo.IUE
EATC',IE'
Iu€
^fifi\rED
. Illr€
S,AIPtED
RnO(ltlEtl
@urtrm
Eprll
REVOlJtrnl
@{r[TEn
@snEnoN
DUBIC YAG
t_oro/
ct uur.AlrvE
IYA'IER ADO€D
oA[I(,ars
15
16
100
49
19s 1
L9s2
7;09 AM
B:47 fi{
8;00 AM
8;58 AM
.{s Req.
As Req.
As Beq.
As Req,
712
118
lESr
ML
5lr,|?(n)rEr ulrtfwrHr
(Pcf)
Tg'D
coilcRm
TEIPE-
RATT'Rf,
cr)
RET|AE(S
PROCRESS REFORIT
Tine observed on all trucks.
..'nptFq Michac1 Barber Architecturc I
fulderson G llastings i Gary Murrain
PCL Construction Scrviccs;
URS Consultants;
Clrcn0Northern.lnc,Cdn ll! Entlrt .ri sdrfl,
REPORT OF CONCRETE PL\CEMENT OBSERVATIONS
ffi niE r' ..rra'1 4lr t!It!fl! rm tr.nrD a.. nt ootlglryl--rF ,'''tY o. ut cr r*'!' ,'., A rniiz^r'.' tt'l nrt "
,u. (,. rra'axrl op.cutr1'r 1pr rrrErctt ir o,r rfo irro orl rurcfi'd^dirio'rriiiri-cr rwltrx'lrriore- S lftrt rrl E o(r\rrD 0r xTl tErt€ E
6A.!JE t,illtl of'rl ,mrloatll! Ea ,citt lo '| Itllr,c'
A 'rr.- ., r,.[ljiF-lr..,r t -'rrr
a-ir 15 Cltll... ../tO
Qren€Northern.lnc.
^.n %6@ REPoRT oF coNSTRUcrtoN AcrtvlrtEs
*{t:r'-'
c{rairTu, ur-tls otrllt rJlutq.rlrrs ,R rqtD lo lll villl€'
^ m.'.r d t frrrl_lr-" d dlqoata
ro.ri $.. c{lot^ a/t(,
ar
^
qrnl^t ,i r6rE't tg qi!t}_ 1!r Fr,rr
^r.,
o(Fr.lw:t, Ar i!r!q:- |,rr sritutnn a! nii c;( |'rrxrur,- ''t{rrFrtt,lAlitf,} f;#s'f-tr St;;of ; rifti,i{ri-'ciiol,:ocro na r.rnirhi-riri -rn *"qg!!3 C ri f,fporns B Ft r{-F\/fr) Pf.}rut€ (lrR llnl IlJr
Coo.edtrg tnolrt.rr ot sd-tlr,tr.
To: TowN
Attn:
P.O.
Vail
PROJECT
OF VAIL
Irlr. Stan Berxyman
Box 100
co 81658-0100.
Addition to Vail Transportation
JOD NO. 4 398 90
DAILY REPORT NO.
INVOICE NO.
Vail, Colorado
DATE: B/3I/9A
64 sHEEr l- oF
Centcl',
WEATHER CONDMONS AND
CONTRACTOR'S CONS'RUCTION ACTMTIES
PERSONNfu
MA'OR EOUIPMENT:
IGIMTIES:
CHEN-NORIHEF!{'S SnE ACIMnES FUl} tine observation, testing and inspectionofg concrete being placed for slab-on-6rade Level One, nevr 6tructure,
Line AO-R Grj-d JJ-J6r and Level {, metal deck, light weight concrete
Line A-BI1I-151 density testing of structural fill being ptaced at wal-IsStair ltlo. 1O and new parking ranp; reinforcing steel being placed for decktoppingl Level 11 , I-,ine B-C/L3-L|. Density tests as required. Concreteplacernent started at 4:00 a.m.
VERBAL COMMUNICATION WITH CONTMCTOR, ENGINEER, AJTCHITECT, OWNER
l.'tichae l llarber Architccture,COPIES Attn: Mr. Scott Ward;5a1y Murrain
l)CL Construction Services, Attn: Mr. Dcnny
Armour;
tlllS Consttl Wood
Rill Carr Steven L. Pawlak
t.
I nn-o oasEnrER APPRcIVED srt-I
Chen€Nonhern.lnc.Co /tlnf t !h.... -ta S.L.di.
REPORT OF FIELD NUCLEAR DENSITY TESTING
At A rr.mjrt pdrtE rx n cttral\ Ilr Ftnr rro o-ntfl.w3. Ar F tTnTr l,tl: lrtr.TI?D A! Ilr: co{rD1}|Tt^t-lrtr.|ir'tTY (F qcrIxT!' l}o a'T}o[tAlIx rul nnrf-
,x d sr^n|.tr.ts. ctrrtlrF||r (rr mr,crlrilt m Rfo,rrrrr€ o(n rr-nrf' rs-iiiiiii,o-rnio-crn rrtnl,| ^tfltova-
suJ uu r DsT o" G [T Erxc 6
clrlr.IrtD urxr qnlr lnrrr[ffrt rrl rtlt' to w fEn$q'
^ nE . tFttl ls..r , !.,',16.r.-
tdrr ,|' cralct a/F
To: TorrIN oF VAIL
Attn: Mr. Stan Bcrryman
P.0. Box 100
Vail CO 8165B-0100
PRqrEcr Additi.on to Vail Transnortation Centcr,
JOB NO. 4 398 90
DAILY REPORT NO.
INVOICE NO.
Vail, Coloraclo
DATE: B/3I/gO
64 sHEEra oF
SPECINCATION COIIPACTION & UATERIAL
MINIMUM REQUIRED IN_PI.ACE OENSrrY 9' T AS DETERMINED BY:
CONSfRUC1ON CONTMGIOR: B&B ExcavatingTE5T LoCATIoNS WERE
backfill at
AST['1 D155l waII & footin
SE.ECTED FY: field tech.
OF UFT
PASSES
asOF EARTH MOVING UNITS
OF COMPACTION UNITS 1
MOSfURE na t u ns'l
TYPE A}ID NUMSER
TYPE A}.IO NUMBER
METHOD OF ADDING
I lront loader
sheepsfoot, 2
THICKNESS
jump NUMBER OF
jacks as
f€Q o
xeq.
LOO\T|ON
DEPTH OR
ELEVATION
(rEFr)
TABORATOFY RELD
(RE ATrv€/
lJrJ0lrrrJ)OUIAIE
of
SOIL T\?E
ILJI
NO.ITIO(IMUM
DR/
DENSrIY(pcf)
OPTIMUM
MOISTURE
CONlENT(/)
0Rr
OENSffY
(Pcr)
MOISTURE
CONTENT(r)
)
281
>-82
I5t S. of A Line20t W. of Grid I
25t S. of A Llnelor W. of crid I
JOr W. of Line Ilor S. of Line A
BSG
l1D t7
BSG
7l
AI
5.
136.O
r35.O
116.o
5.9
,.9
5.9
l_31. B
L1L.6
L3?,5
6.2
Or\,,
6.r
97
97
9B
s1. silty
sandygravel
fl 11
E FULL NME OBSERI/ATION tr PART TIME OBSEM/ATION
rris tF6r pigF}tl:t (pxDtr
't'lr{D at l nt:lutl of qn qEai\r rtl\!! (r trll f1^a-flrf.tar. tt llE ll!r-D--o|.l rrla crtfcrn m cd{!['( "tttltxl Trtf
Ftora{-lnt oat rrcwt frra'n ^No
rr(ETrif m nu- tr,mrrq nq nurs qitr'Gh inr+tn,r n rs {tr 9qi, !ftqJFR trttc. lFliri ltc saof c ff mt or'Y
^s Et-Er/tD Nrrlssar, llr crlFArE (ri orsla\{I.1r Junotrr]xr- nsr rxr,r'iri T.ir 'ii'i iii rir:a rm qrrurs ql w}tt-rlf,Jl nlt ntl utrnr SftutErrrra'
rHE l{t ctEAR DE\aSO|/EIER UEnrc[) 0r lEs[flc w^s usED tN sugSIA{IUL ACCOfiO llct wnH asIll D2992
^l\l0
a]o17
PRzuMlMRrf OSSgilAnONS AND/OR TEST RESULTS VERBAIY REPOTTED TO: Les $/ood _ .
PRocREss RFPOKI' The above tests rvere performed on structural fi.ll belng
placed for backfill at Stair llo. l0 and parking ramp.
Michael l]arbcr Arclii tccturc,uurlLr Attn: Mr. Scott ward:
Anderson € llastings' Ilr. Gary Murrlan;
PCL Construction, - Attn: -.lrlr.-Dcnny Annour;
llRS Consrrltants, Attn: MT' l'cs n'oo(l;
R. Cam,/S. Urton Steven L. Pawlak
FIEI.o OEERYER APPROYED E/
Chen€Nonhern.lnc.CdrrU||C Cngl'. d S.l-tlb
REPORT OF FIELD NUCLEAR DENSITY TESTING
To: TohlN oF vArL JoE No. 4 s98 e0 DATE B/3L/9O
Attn: Mr. Stan Berryman DA1Ly REpORT NO.64 SgEEf 3 Of 9
P.O. Box 100
Vail. C0 81658-0100 lNvotCE No.
PRqrECf Addition to Vail. Tr?rnsnortati on Center, Vai1, Coloraclo
SPECnCAnOI COUP CTIoN & MATERIAT
MINIUUM REQUIRED IN-PI.ACE DENSITY 90 X AS DETERMINED F/: ASTI'1 D.].557
coNsrRucnoN CoNTRACroR: PCL TEsr LocATIoNs wERE SEI-ECIED E/: Chen Northern
TYPE A'-ID NUMBER OF EARTH MOVING UNTTS 1 fTONt CNd IOAdCT ]HICKNESS OF UFT
TypE Al.lD NuMBFx oF coMpAGTloN UNrfs 2 hand tampere NUMBER oF PAssEs varies
PEnCAT oF(Rfurrvt/
llA)uttll)
osr rd
sil.ty
sandy
8rave1
r24. Oel4o,oLine 111 , 10r lV.of Line C
subgra
O FUtt TIME oBsER/AnoN b PAI{r rlME oBsERvATloN
n(i |'tqlt PiftM:r (P Dd [Ulr{-D Art I Nf,JtttI t On oFtiv rxNt or nl Plr"!D{t' r'f lt^\t trr-l,F-D--otl r]lr Ct'nnx:l(ft m OO'IIAJ€ fPrtl lO I}f
Fttdaraxot! cfr,nr6',1\t frrFr ^xD
r{rstrtt 1. t!tl. urfllt*l lc rt,el *r"-tt'dth' i6*]rriin ..-ptn stivlro -q-trunG6 tFJIs ^tlr u'ot of niF nl oRY
ls ELfvtt ratcrrsrrr ro a.rrnlrE .".t oGmvrr,:l Jurnrrrtr. tt:,r -t^ roi fi 'ii'i iixr ir'.id'rtit-<rrxlcts o{ wllLllM lttt r''- Ent srlotralE l
rHE trclEAR Dg\aS(r|E|ER uEnm of rESnNc wAS Us€D tN SUnSrA{luL lccoRo4Nc[ Wllll Aslll D2992 A)10 DJ0l7
pREUMtMFf OBSEMTIONS N,lDlOR TESr RESULTS VERBAIY REPORTED TO: 393
PR(rcRESS REPORT Today we tested fill placed north of the structure.
S. Ijrton Steven L. Pawlak
REl) OSE}I1/ER APPRWED FY
^^DrFc Michael Barber Arcliitccturc,vvrrE'r Attn: Mr. Scott ward;
Anderson € tlastings ' Ilr. Gary Murrtirn;
pdi Constructi on ,' Aitn : - .l''lr. - Dcnny Armour ;
ilnS Con=rtitants, -Attn: Mr' Lcs ltlootl:-
a3 A r.,mrl( FinYcrDa r0 tlrxTl IrI Fl'|E lf{t cttiRr'tt1 4 r--lltq..rr* rnt 9Fr.frD A! rrl cqrDf-r'n t-lrn{ltTY or qI o'fr'E rx) a'T{t!_lAIDl txl at!g-
rDr d srartLrl.rt, (rrErlrqr.r ('r tllrrcxr rtrr|. m Rto^no q (ln rri 'rs-ir]nii,o-Ptxig-<rn wrrnul ir'folA- s^rjuj wr'r a( st[-D f lrrrrlE DE rt
oDrutrl' t'r"ct qrltl ln flrtxl| far ,arltlD ]D N rfinla
^ 'trrnr- ., rlGiillg.r d dt9'i-
rrn 15, CEIO'A a/ao
Clrcn€Nortlrcrn.lnc
O.rdh| ln€r-r r'a s*rtl,
REPORT OF REINFORCING STEEL OBSERVATION
,J A l trrt fr'|fc|Dx tn tlrxll lr|t nrE lrrt ct:lwll {l nttdlrt r,lf !r tnD ,r nf @trrxll,t, rmFrrr r (r-t on'rl xo A'llw rbl roi PUI([A-
rrr. 11,, lAtfra.xtt o11qurr61r 1lr 1npcxt rf or rroreoxr cli mrcltn-s nintto tlolDlrt qt rRnlot ,rlrxxa- }\r4(rlt n! E lrJF(lx! of u rfJtt'o 6
cua1tltD t.}r.rlr olllt ll!|rgtlxlt lll ,4ltl) lo t{ tlllrE
^ ii-.r' r *lijixl rc d d'F.r.
r.,rr rh. Crtli^ r/g(t
TO:
TOt'lN
Attn;
P.0.
Vai 1
PROJECT
OF VAIL
Mr. Stan Berryman
Box 100
co 816s8-0100
A<ldition to Val I Transportation
JOB NO. 4 39_8 90_
OAILY REPORT NO.
rNvolcE No.
Vai 1, Col orado
DATE: B/3L/9O
64 snrEr 4 or 9
Cent er ,
STRUCTURE Deck Topplng
toc notl atvAnoN
REDIFffi}IC c00/efis
wn'nc L Hmzo rn-
Line B-C,/L1-L,Level 4
r,\K 4OO2 #4
DwIs @ I2"o
f0 rows #4 @
47 rows #4 @2lB rows #470#r@8"t
t r,rr # 4008r#4x3olL#4X3Ol
Btt oc bottom
12ttoc top
@ 12il T&B
oP laP @ 25tr '7o
north-sout
north-sout
east-west
#4 east-
west
Trafflc Is1and
spf,Etfpruxr.s: StErL GR^r: 60 E nrNs UssD
Rtxlrficlllo GtE llt$Es* clean f,l soe Dn wDlcs usED
cLE Ml{cE At{D oorfft aE feq Xf corrnrrcn pwsso
sH'*'Nc sPEcrEADsrs: as req o ruu-lue oo'E^v ror!
BR srf,pof,t:r: nve 1/4 BOlster )0 prrr-lue oosERvATloN
FnE llPtlcE CO|d'AI{CEHrrc'r ffiffi ffim&% ^,-ffi,,,-EqTW@ RE-EqTNIDye6
PROGRESS REPORT
Michael Barber Atchitecture,
COPIES Attn: Mr. Scott Wardl Gary Murrji.n
PCL Construction Scrvices, Atin; ['lr. Dcnny
Armour; Anderson & llastings;
tlRS Consultants. Attn: Mr. Les Wood;
nill Carr Steven L. Pawlak
RE D OBSERI/ER APPRCTVED BY
TOIVN OI; VAII,Attn: Mr. Stan Bcrrynan
P.O. Box 100
Vail CO 81658-0100
JOB NO.4 398 90
DALY REPORT NO.
[{\olcE No.
V;ri I , Coloratlo.
DATE B/3T/9O
64 sHsr 5or 9
lEqJEGf Addi.tion to Vail 'fransl)or-tati on Ccntcr,
spEEFE/rrxl}r$ surup 3_5 ln co}{IExf no air nixffiW. l{obilo.u LD. R f500 adorr TI]TPER^TURE R ftcE 60-90
lEr|o.IRUCKMI T|O(Er
NO
IIIIE
ITAICHE'
IIUE
AnnryEI)
lluE
s^ltPt-g)
RA'OUfln{c{xrNrn
E[Til
Rfloufinl@trtflfn
@ltPt"EItot{
cuEc YA[rst-oro/
crruut llvE
IIATB IDOEDcru-o6
I
I
3
4
a1
,4
r00
45
LL7
49
ro5
54
L959
rybu
195r
L962
L963
L964
L965
3z4o
5:59
4:Il1
4:27
4:39
4:47
4:22
3:50
4;L5
4z50
4242
4:49
5:05
5:L7
4:40
5:05
as leq
aa req
as req
as req
a6 req
as req
a6 req
AE
a-b
req
req
req
req
req
req.
req
as
as
a6
as
a6
I
15
24
42
40
4B
U
10
10
0
TESTur.sur?
(r&)^nC(}{IE}|T(r)
TET UNrtr
Y'SHT
(Pcr)
l,lE.D
@T'CRflE
TUTPE-
RAIINE
cr)
ROtAe(s
3
q.
5 L/4q
5 L/4
145.4
146.0
7O
59
5 t/4,, slunp at truckSrr at the hose
{ cylinders ca6t
PROCRESS REFORT Sanrple taken at truc\ pump in use' Time observed on all
trucks. Pour started at 3t55 a.m.
coplFs Michacl llarber Arch.i"tecturc I
Andcrson I llastings; Gary Murrlin
PCL Construction Services;
URS Consultants;
RiIl Carr Steven L. Pawlak
RE-D OBSEFilER APPROYED BY
Chen€Northem.lnc C{i{.|li &llfrt ri S.lFa|{.
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
,s A nnl|t |FllrE rx Io crrxn D|r Rit ll|o o(|Elllwl aI ifl,of,ts rrt J,arrtrD ar lrf oorrrt .tu[ PioPfrTr r o,l o fxt* llo Arno@altx ttr'l |tri.E^-rnr o- srerriirrrr tnanrm'& -inr.cn r*r. oi roiqip €t' mflcrrrs-a -||jni:o ltxi€ .r.f, wtttl|,r,vt(fr& s lrrttt urr- E ocrdD or rrtlr lE trr r:qlttr|t] ul,fl ollljt ,mrrrxtt ,rf, ,slllr to r| rwlrrr
^ 'rir* d r.FjiX-lrt ,.4cs
t rr taa .ltrll.. V'o
To: 1sp11 oF vAIL JoB No. 4 se8 e0 D Te B/|L/go
Attn: Mr. Stan Berryman _.._ E .'p.o. Box 100 DAILY REPORT NO. 64 SHEEf b OF 9
Vail CO 81658-0L00 tN\plCE NO.
PROJECI Adtlition to Vnil 'fTtllsl)ort.r t i on CcrrLcr', Vai. 1 , Coloratlo.
SPSTEAIEiT! g.l,rrP AIR @NIE{T
ST,PPIJER UD( LD. AAE}|T IE,IPEMIURE RA}ICE
lEr
t{}.TRT.|CXt€.IANET
M).
TIUE
SATCHE'
llu€
AnnvE,
rlr€
s ltPtfD
RnmurrE+l
cDtJ!|TERE(Irl
RE\OUflXrN
@UHITR
@uPtEno
:UEC YAG
.-oAD/
ClrUUtAIll/E
w lB aDg)q uxt.s
R
9
t0
11
L2
L3
r00
46
117
49
106
54
L956
L969
L968
L969
r9?o.
L97L
5t06
5:I2
):28
5246
6:O0
6':3L
J:26
5:3o
5:32
6tL4
7 :0O
as req
as req
aa req
a6 req
as req
as neq
a S req
req
req
req
req
req
as
as
a8
as
a6
64
72
BO
B8
96
LQz.'
0
o
0
U
,
5
lESr
HL su[?([r)lll
COiIIEXT(r)
TET UNtr
trEOHT
(Fcr)YE.D
ooNcftflE
IEIPE-
R nnf,
cF)
REr.Ae(s
PROCRESS REFORT
CO'IES Mich;rc 1 llarbcr Arcltitccture I
Andcrson li Ilastings; .Gary lvlurririn
.PCL Construction Services;
URS Consultants;
lill Carr Steven L. Pawlak
RELD OBSETUER APPRO/E) BT
Chen€Norrhern.lnc Gdrff! tnth...r cla s.r-'ltL
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
at A rrmr|. fmtllcrrr ro a,txB '}[ |lf t |rr' cr.Ertrrt, al iff(Enr rrr! In flTD ar nt corf }{Tr t- af,oPtiTr (r (lrt cl fxlli ,.fo Ajlllfi'llD| ^t All-Ea-
nof. d" Stlr tall @crrtn r (i trtr.af3 rro{ ot [o iri€ qr rg.*tt'_r-arf rvr-O rfrrip dJR rntltlx lf"iqr'A- 3 ,|'tl! rrl DE Dttcro or /|/1Ir lt-tt]|, 13
carulrD l'l.rr oD,a, ,#,{rarfir ,ta rtf,rD Io lt tKrl{l
^ 'rr.nr,r , l.Fiil-lr,r rt i.rr.i.
r-i| l| G|Illaa r/ta
To: 19t',ll ol: vArL JoB No. 4 Jes 90 D Te S/3L/9OAttn: Mr. Stan llenylnan / , ,.._ n o
r).0. Uox 100 DA,ILY REPORT NO. 64 SHEEr
'/OF y
Vail C0 81658-0100 D{\4OICE NO.
llqJECT Arkliti on to Vai. l 'l'Tan s'l)o r-tlt:i olr Ccrrtcr'. V;ri. l, Colotado-
SPEFEAIpiT$ $.rryP
V'i.i'4obileru rc. E 35OO
3-5light Atal coNrE{r - 5?6nax'
AIdE}Tf IOIPEF^TUFE R^lrcE 60-9AslrPPun
IE;Tt{r.nucfit{L IIG|(ETl{).lluE
SATCHD
TIUE
ARnwE)
TD/€s ltPt@
RA,OUrfFal
@U}TTB
EOIN
RFt/OUrTrOa,l
@{rNlfn
COTPLEIIO}I
;t Brc YAn0s
l'ol,D/
CUUUIAIITiE
w rB ADOS)
e&lor-|s
I4
L5
16
L7
1B
L9
20
ru
46
49
106
46
49
46
L973
L974
L975
L976
19Br'
r9B2
1985
B
R
9
IO
IO
II
>7
32
CA
o7
20
46
,5
B:10
B :49
9 :10
1O:00
lAz36
11:OO
L2zO?
aa req
as r-eq
as req
a6 req
aa req
as req
as req
aa req
as req
as req
aa req
as req
as req
as req
B
I6
24
B
o
L5
(
t0
6
R
lEsrt{r su[?(rt)An
@ilIE}II(D
TET UNTT
uttoKt
(Pcf)
YO-D
@NCRf'JEIE'PE-
MTUNE
cr)
Rfta ft(s
t 1 L/4 3 LL9.2 7O { cyllnders cast
pRocREss REFORT Sanple taken from hose. Tine observed on all trucks.
^nptFe
Michacl Barbcr Archi tccturc;
Anrlcrson 6 llastings; G:ry Mu::r'ain
PCL Consttuctio[ Scrviccs;
UltS Consultants;
BilI Carr Steven L. Pawlak
RE.D OBSEfiMER APPNWED ET
'ClrcndNofthern.lnc,Cdr{hf f,|th{r ri Sdnar.(.
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
At a rrut tI||tcru r! alrxtl rrt TtrrE xl|t, oltE|lwi al it7(!rr rm strrftrtr ar.nr: orl)frTr^r_t't irfiY (r di cl fxr\ llo-,'r,ffiE^tr,' rri nf-r^-
Dor. q' sr rlrxE oor(rrrE . a fxrircr! rkx (! Eorrr€ q,r ntrorfr-d^rrr_nin'-rtiiig-on rwfrrx rrfno/A- slt'trJ rll, Dt 0ct'ffiD c flfl lfjtlrl lt
otat!'|D t a-tt otllt trirallxll tia ,orrD lo H llnl|C
A '-n - r r'.fiillTlr-t .. '.".?-
7-t h Clat l|.| a/to
"ChcnONorthcrn.lnc Cdrd,]|l fnlt|+ft ri Sdrrrrl,
REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS
|' A t nlt urtEtt! tt alrtfl lt( tlf E t fr dtltlrt |tt ,lt}('rn ff :ri.TtTD at ni: o('r-Trfmul ,norfrifi (F dt! q fxrl
^|&l-
A'ttlxllArl ioi rt]'
rxrr q rr tDrxrl ooanrrrr.r (! rxrFrcrr .F.x cr iforrrrr.o olt nlw6-d--rr-inio' r'rrno cln lwlltx
^r?f(r/&
.!'llf(rJ xrt. tE 0lF(lttD (r lrnl rElll€ B
ooarullD ual! orxlt ^i$rrnaxll Na ntt lo H tf,txr
A i-r.- r r'.(ltrtTl7| r , ...tr--.
ra ||, Clal l.. r./to
To: 1gp1g or: vAIL
Attn: Ivlr. Stan llcrryrnan
P.O. Box 100
Vail CO 81658-0100
|E!!FCT Arttli ti on to Vai. 1 'l'r.ansporr.rti orl
JOB NO. 4 398 90
DAJLY REPORT NO.
il.{\olcE No.
. Col otarlo,
DATE B/3I/9O
64 5HsET B or
Ccrrtcr:. Va:i.1
spmrp^rprrs sLrrup 3-5 ^n colllptr 5% nax
sJPPun!'/.Mobile uo< r.o. E f500 lig1ht wt. rrrflo{r rulprmtunE R Nc€ 60-90
TTST
t{).rnirct(t{L T|O€r
M).
nuE
SATEHq)
llrrE
^Itttl/D
1ln€s lrPtID
Rfi Ol-lrTxlt{
@UT'TEREpltl
RE\OU,NON
@ONTER
@uPtEllotl
CI,,IIC YARF
l-Or.D/
CUMUTAII./E
WAIB ADO@
e Llrnas
2L 49 1985 LZzL'/1.2z30 a6 req as req to
rEsrtn sll,l?(0r)
uEr ul|r
TEA}IT
(Pcr)
11tl.o
coircREtE
IEIPE-
R^TUnf
cr)
Rfr lu(s
PROGRESS REPORr Tlne observed on all trucks.
.tnDtr:e Michacl llarber Architccture I
Andcrson S Ilastings; Gary Murrain
PCL Constructiotr Scrv"lccs;
URS Consultants;
B1II Carr,/S. Urton Steven L. Pawla}
FIE.D OBSERI/ER APPROVED Bf
To: 19p11 or: vArL JoB No. 4 398 90 DATE AfittgOAttn: Mr. Stan llcrryman
t,.o. Box 100 DAtLy REPORT NO. 64 sHEErg OF 9
Vail CO 81658-0100 tlg)tcE No.
E8qlEqf Atltlition to Vai l 'l'1':r n sl)o rt irt i.orr Ccntcr', Vl.i l. Color:arlo,
spEuEATxlsB suJup 5;5 ln cor{rD{r 4-B
sJpprJER W.UobiIe yD( t.D. A J000 ^lao{T
Tp,tpER ruRE R^!\|GE 60-90
lESrlp.Tnrc|(
ML
TtcxtEf
M'.llu€
EAICI|A'
TIUE
ANRilEI)
lll/€
SA!PIED
Rfl,OLUfFt|
@tJtfrER
EBO{
Rf\owTnil
@t t{tE
@IIPLEIION
clrgc Y Gta,o/
cuuur-AlryE
w lB ADO€D
cAllor|s
22
23
?4
2'
26
2'7
114
46
49
I19
1r4
46
19BB
1989
1990
199r
L992
L993
LzOJ
1.en
1:51
2:L9
1zL5
3z2l
I :15
L:47
2: O0
2z20
3z2O
]:40
a6 req
a6 req
as req
aE req
as req
aE req
as req
as req
as req
aa req
a6 req
a6 req
B
Iet
24
2,2
41
50
10
q
a
to
0
IE Tt{L sll,l?(sr)lno(xrEltl(r)
TEI U TTtErr
(Pcf)
xa.D @T$ftEIEIE.PE-
RAIUTE
cn
Rflr e(s
PROGRESS REFORI Tine observed on all trucks.
.yrDts\ MichacI llarbcr Arclri tccture l
Andcrson 6 llastings; Gary Murrlin
I'CL Construction Scrviccs;
UltS Consultants;
S. llrton,/B. Calr Steven L. Pawlak
RE.D OBSERVER APPRCA/ED BT
'CheneNorthern.lnc Con .rlrrf t,|fb-r di Sdt(|l.
REPORT OF CONCRETE PL.ACEMENT OBSERVATIONS
l! A l1|lt\ 'E'nttu. D rtl B f|t FnE ,ro ot-'lr|twL Al ittciT|t .r( t(i.nrD ar nt: DoaDo{l4l moFfttY f drl cl fxrt Alo- 4flllllto^tn Ffl FrrtEF
yrrr or- 3r rrllxrt' rnrtlrrlrr or fJlldfn rtt(x dt rfqrrr€ crr nuwrj-l rr-inil rucir cut rttrttx ,t?no/A- 9r|flrt xlll DE Da9F(IltD cr lml lf:lll|o
ooatlfrD url'r onn r*aIrrxlt ,t[ rdD lo n trrr|c
^
,,..n ' , r'.fffiii-lr't .r -irri-
r-r t\ Oal li|. a./to
Oren€Northern.lnc.Conrulu,r tngltt r. o.n i#H,
REPORT OF CONSTRUCTION ACTIVITIES
al l ramrAt Fiorfcrxrt m cl rxrt nf, n;E l,{, dltr!|trt-l ^!r ryFllll lrf :trnr'ttD At r @rrft-xtul. ,nYr'riw (r ott o,at'rs' xo a,Tlsir^lul mi ;.lJl n -
'r'frn^rr'.}.rs.c('ctFq.J'!t(nIx|lA;n'txonq9r'Irfqrargr,rtj.i^iii_serrio'miirirri_ir.n'-xrrru'F'#A.sllf't.6fuED.5'.0!tDof6cirtiitrt tirs-ontr re q.x,rxt xc E t lo N rE ll€'
^
h.i.- .. lrl lllll lr'-. .. dt'i..
frii l|( CIf,loIA 4/1,
To: rowN oF VArL JoB No. 4 3es 9q DATE: 9/4/90
Attn: Mr. Stan Berryman DAtLy REPORT ttO. 65 SHEEr I OF 5P.O. Box L00
Vail C0 81.6s8-0100 lNVolCE No.
pFtOJEcT Arldition to Vail Transportation Ccntcr, Vai1, Colora<lo
WFITHER CONDMONS AND IEMPERAruRE C1CAT, 4O-BOO
CONIRACTORS CONSTRUCNON ACIMTIES
PtxsolrNtu
}itA'OR EOUIPMENT:
AGIMIIEST
cHElt-NoRlHERlt's srE AGm4TlEs FuLl time observation, testing qtq inspectlon
6z6sm, start tlme for placing_conirete Level 4, i-,ine g-g/LJ-L5, Level
i;e;-new parki"e-""*pr'ifne [f-ne at 45t west irf Cria 1, walls-and
iooti"e foi. staii ilo.'iOJ reinforcil. g!qe+ being placed for walls. a';
St"ir fio. 1t; aensiiy tests for backlill blng placed at walls south of
lO tite new itruct"#, Grld 33-39. Inepection of.4 X.4 wire mesh and
i l7+ chair placed foi Level 3 deck topping new structure'
VERML COMMUNICAT]ON W'TH CONTMCTOR, ENGINEER. ARCHrrECT, OWNER
l''lichac I Barber Archi t ccture ,coPlEs Attn: Mr, scott tvard; Gary Murrain
t'CL Construction Services, Attn: Mr. Dcnny
Armour: Andcrson 6 ltastings;
Ul{S Consrrltaltr!, Attn: Ivlr " l,cs Wood
I
lRill c.m Steven L. Pawlak
I nao omxvrn APPRoYED FY
I
Chen€Norlhern.hrc Co.rrtlx t relt-t -a SdLfr
REPORT OF FIELD NUCLEAR DENSITY TESTING
ls A llnrlt pirnqrr'| D.l.xll nf |tfE lr{t crfI|t[t, Ar RrwtI! |,rr: stlFllro At Tf cq'|r|fJttv'{-ftrftit (tr olt ofrIO rnOttAlbl 7rt Fnr}-
t,cfl (r gAmtxtt' or'.cruqt6 .,r rn'rcrt t*,t. oR RE! 'rluo on *u"#'diiii;M;'Pr;r6r€-qn wrnu imnorx- sL'rlJ rr'l E D':'ql! or ^trll rE Trro 6
o[rtlnD Uar.t:i unlt tfrrfiltxll |,I ,AfrrD |t) U rrfirr|o.
^ 'r,-nt-.a *@* d -,rF.-
rlri 15, CEl'n 4,/lO
To: TohrN oF vArL
Attn: Mr. Stan Berryman
P.0. Box 100
Vail C0 81658-0100
PRNEGT Addition to Vail T'ran sport a t i.on Ccnter,
JOB NO. 4 398 90
DAJLY REPORT NO.
INVO|CE NO.
Vai. I, Co1 orado
DAIE: 9/4/9O
6, sHEEr 2 oF
SPECMCATION COUPACTIOX & UATERIAL
MINIMUM REQUTRED rN-priCE DENSrY g, r As
CONSIRUSIION CONIMCTOR: B&B Excavating TEST
DEIERMINED BY:
LOCATIONS WERE
ASTIi D1557
SFI FCTED BY:
backfill at
wal1sfield tech.
OF EARIH MOVING UNTTS
OF COMPACNON UN]TS 2
MSI5TURE natural
I front loaderr 1 &d,fTFtlcKNESs oF lJFr as reql
dual wheel rollers NUMBER OF PASSES as req
2 juqP iacks
TY?E A},ID NUMBER
TY?E AI{D NUMBF.R
METHOD OF ADDING
LOCATION
DEPTH OR
ELEVAT]ON
(FEEr)
uaoRAToFr FIELD
PEACB{T OF
(Rfl.^rnE/
lAnra{ru)o0tAfld
SOIL Tl?E
rESI
NO.}/AXIMUM
Df{r
DENSTTY
(Pcf)
OFNMUM
MOISTURE
CONTENT(z)
Dmr
DENSIIY
(P"r)
MOISTURE
CONTENT(z)
284
)_85
>_86
)_97
2BB
6r S. of .4,0 @ 38
4fS.otLO@37
5tS.ofA0@36
4rS.ofAO@34
4'S.ofAO@33
20 | BsG
19r BSG
18' BSG
17I BSG
15I BSG
Lt6.O
L36.O
IJ6.O
L36.O
1J6.0
,.9
5.9
5.9
5.9
5.9
L?9.7
l.,29.9.
lJUo b
130. B
L30.7
6.3
6.0
5.f
6.0
6.2
95
9'
oA
96
sl. siltY
6andYgravel
ll ll
llll
|| ll
tr RJLL nME OBSERVATION n PAKr rlME oBSER^/ATION
rrn' ilFdlr Pi'I.,.|! qT,|D{t.utr.,D Ar ^ Rt!{,Ll or or,i fl|5'|n,A'xt6 .)f ml Pl ^.xl.fHl. |t lt^\lf Rf| |rD..-o|l.rxr o.'ol|lt;luq Io corD|tf |,Ttnr*r nf
FEco,ittrorD otrtP^crt\f ttn t ^rto
rrosnrrf m lfll- u,wro ltr lrut:r rrrr'<irh'itn*r#n r i"n rrsr rutpo llcarrnrs ] t5ls xrE IrADE tr tlr ml c'lY
AS ElrVtD '.r.rit{tlt To c{-,^rf q_n ocrrvtii.:l Juucrxrtr. tsr rr^r^ -i Tirr 'rrf iri ii,id'lun (rrrxr6 ."l $lnlf,-R tlrt nLr l,ra* sPtorr.llo.'
IHE NtrclE f, D€\ts()UEIf,R UEnrcO OF IESnNC WAt uSFD lN SUtl$ r{u|. ACCOfiO }lcE wnH /ls'lu 02992 AIO DJO17
pREUM1M,RY O6ERyAIISN5 AllD/OR TES; RESULTS IER6IALLY REPORTED TO: Les Wood
PRocREss REPOKT The above tests were performed on structural backfill
belng ptaced at wa1ls south ot AO/53-39 new structure.
MichaeI Barbcr Archi tccturc,Lurllr Attn: Mr. scott ward;
Anderson Er llastings ; llr. Gary Murrlall;
PCL Constructiotr, Attn: Itlr.- Dcnlty Annour:;ilif c"iii,iiiinii,'itttn: trlr. Les t{9i9i-
Bill Cam Steven L. Pawlak
FIEU) OBSERVER APPROVED FY
Chen€Nortlrcrn,lnc
Or:rDi |.,*rr -la S.r.ntlL
REPORT OF REINFORCING STEEL OBSERVATION
Ar A |tml|( |iolrctEt ro ttrxnl ]rt nrE rro d;l.lwl 4r !q9!1rlrt ItrTnD At ttf cor|I)rxflA-iprrrt c d' df}rla r}o a'nfiuln' t(|l PrJf('c -
,t. '' 3l^,,itxrl drauro,.t oi rxrdcr! ri'1r trr iro^r.o ar mroi *n-nr.-_;f,D'-t'o&€-ar rrlltrx hrxn- !^l?txr tu E o'tt(IrD o' ^'la rfjlllo 6
cD.\fll, Ittrllt (' rr l&v,qrralt lf, ,ftu, Io tl mnt|r
^ '|i.d'- .f *.lTfUf lr-r ., ...nF.-.
frr 15. C[lla a/6
OF VAIL
Mr. Stan B.errynan
Box 100
c0 81658-0100
Addition to Vail Transportation
TO:
TOWN
Attn:
P.O.
Vai I
PR(I'ECT Center:,
JOB NO. 4 398 90
DAILY REPORT NO.
lt{volcE No.
Vai L, Colorado
DATE; 9/4/9O
65 sHEEr 3 oF
SIRUCTURE wall6-deck
LOG TXIN E.EYAIX)}I
R&TFORCOrc couro{Is
wrncAL HORIZONTA
Statr No. 11
wa}1
Ao-B/33-36
Level 2
Level 5
L9 #\ @ lB"
OC BFB#4@L6"oc BF
L6 /14 @ 15'r
OC BF
2I rows #4
@ l8rr oc
22 rows #4
2 #5 top
4#4@l,2''
2 #' top
4 '#4 @ L2"
t rows #4 @
4X4wirelaped as re
ah over 2 3/41', chairired chairs at 216'f
15't oc BF Section
BF veFtr
BF vert.
Bil oc BF
spliced 20"
Section S
spliced 2ort
Section R
Section G
oc
it4
#4
spEctFEAltOrS SIEL cR DEr 50 0l nr,rs uso
Rorfreuo qIA{tDEss: Clean d orO" DR^tl}6 us€D
ctr^R lrcE AxD co/Ee as f eq E cornrron 'rovrseo
snrcnc SPECTEATnT* a6 req 6l ruu--lue o'rsErt/ noN
gAn s.ppo1n* 119E 2tr chalr - D Plar-rllE oosavArloN
FtllEH lreLACE COI{PIAI|CEHEcHr ffi'ffi H"ffiffi
^.-s.5,,.-o(^Ml€D Rf-o&AtllNED
no Yes o-q-qo
PROGRESS REPORT f,levation change of 6rr top row ot #5t too short from
top of pourr resplice to added coverage.
Michael Barber Architccture,
COPIES Attn: Mr. Scott Ward; Gary Murrain
PCL Construction Scrvices ' Attn; l'lr. Dcnny
Arnourl Anderson & llastings;
tfRS Consultants . Attn: Mr. l,es Wood:
lill Carr Steven L. Pawlak
RE1D OBSERVER APPROYED ry
.ClrenONortlrcrn.lnc
Cat irUrl t.||tF-r lra sdalr.r,
REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS
at A r|rRl,( li'|ttD| [ errtrR n( ?!fE t|) qlr7lEr al irFFrr 4|f :tr.r|'D a! t'f cotnfflTul nxrr'rY or c,r cl fr'tf' ao a'noulrpr rn nnx!_
tarr (r surrrrxrl orqrr'rr, G rrrircf! rrrrr r, f,c .rrr qr ntro*j"d^nii'rio hirrld -a,n mrr$t Ayfirl/a- ! lftl! vll !( DcrldD o. /J.|tl ttllDrc ls
oorurtD ulII .m,It ,n r,Irarflt ,tr' ,afl.o m n r[ll[,
A ii-r.- , r..(tfii-ilr-t .f -.ir-r-
tqrr ta. Gral t{ a./S
To: 1sp11 oF vnIL JoB No.4 jes e0 DAIE 9/4/90Attn: Mr. Stan llcrrymanp.o. Box 100 DALY REPORT NO. 55 sHEEr4 0F 5
Vail CO 81658-0100 6VotCE No.
PRoJEqf A(l(li.tion tor/ai1 'fran sl)o.rtir t i. orr (lcrrtcr., Vai. l. Color.ado.
SPEFE lpits: glulf
srrP?un W.l.Jobllelu m. 4500 at 3-'2B days
ln col11p{r lart avg.
Arsefi TurPgR luRE 60-90RAflC€
lESrl{t nucxiTI ICKET
Mt T|rE
OATCHE)
IUE
ARnvtD
1|r.€s llPt_ED
RnOUfiPfl
@{Jt{rEn
EOTI
RAOUflnl
@I.INIER
@uPl-Ellotl
CUBIC YAtrIS
t_oto/
c,t uut lwE
wA1ER IDOE)
a^LLOlrS
1
2
z
4
,
o
7
,4
100
106
TL7
46
u9
,4
L994
L99>
L997
1998
r996'
r999
2000
5:4o
6: lB
7:o9
7:LB
7 zAZ
7:18
7:43
6:00
6z2O
7:LB
? zZJ
7:46
7:47
7:54
7:L5
7:40
aa req
as req
as xeq
a6 req
a6 req
as req
a5 req
aa req
as req
as req
as req
as req
aa req
a6 req
B
L6
32
40
24
4B
,6
o
U
R
o
10
10
lESrtn sr,ul?(rr)AIt
OOIIE}{I(l)
IET Ulrr
UECHT
(Fcr)YIIID
cot$nEIE
TEIPE-
RATINE
cr)
ftDTATU(s
2
4
5
5
4 L/2
6.2
6.6
L39.6
u9. B
5B
7O
sampled at truck
{ cyllnders cast. Sanpled at truck
Dovln tine on roadr concrete dellvere
under 90 ninutes.
PROGRESS REF0RT Tlme observed on all trucks. One hour delay in placing
concrete due to punp truck not advised of 6:00 &onr start tine.
coptFs Michacl llarbcr ArchitccturcI
Andcrson S Ilastings i Gary Murrain
PCL Construction Scrvlccs;
URS Consultants;
Bill Carr Steven L. Pavrlak
RAD OBSERI/ER APPRCIVED ET
, Clrcn€Northern.lnc
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
ai a rtmJt tErtGfD. E arrxft n( trlrE xo crrrtlvrl ru. arlrrrrr ft :ri.fltn ai nr odtr{xrr r tfif?rrY tr o|,i d fxtl 1tq 4lnglqltDrl rDi ni-E'}-
tt,. o. rr tTE 'Ill ooqr,!'|t (rl rrl|rcr! rRtr (! rfc ni,lE q.r nggrfi-d*iii;,tD -rf,tiF ql lnltrx ,|fnova- s',lritlt xu tE |xr(IED or lrm lEJrl€ lg
corrurrtt uar.! qDGl rMrlrxtl ,E taf,It to rf$r|r
^
i-r.' d r.fiiiiJlr-r .r -ir-r-
,.ri ,a1 GLlt{ a,/F
Cdrrlth tnftt.-t rd s.rnt {.
To: 1g1tl1 orr vAIr, JoB No. 4 398 90 DATE 9/4/90
Attn: Mr, Stan llcrrynanp.o. Box 100 D JLy REPORT NO. 55 srrrr 7oF 6
Vail CO 81658-0100 lt{\rctcg NO.
PROTECT A(t(lition to Vail 'l'Tarr sl)olt irti on Ccntcr., V;ri1. Col.oratlo.
SPEIFEATTfi* llrruP An @t{rE{TslrPPrJER rD( t.D. 4500 Ar{o{T TAnffRATURE R^}tcE
lEst
r{r.mtrcxt{L no(Er
1|(,.
IIUE
DATCHg)
ltuE
ARRI\iE)
Il!€s lrPtED
RnAU,In{
@ur.nEn
EON
RE\OUfitOlt
@ul{rEx
@UPLETIOT{
;UflC YAGtoro/
CT,|MUIAIII/E
HA]ER ADOE)q^urNs
B
9
10
1I
T2
L3
100
105
LL?
46
54
100
2001
2002
20A3
2004
2OO5
2006
7 249
B: l0
9r25
9:36
9:48
IO:29
A.1R
B: IB
9z3L
9 t45
1O:02
LO:39
as req
a6 r€q
aa req
as req
a5 req
a6 req
as req
as req
as req
as req
aE req
a6 req
64
l1
BO
BB
OA
9B
-t
5
n
4
lESrrll sll[?([t)An
O$ITEIT(D
WEf UN]tr
UMHT
(Pcf)
llaD @t{cftEtE
T6TP€-
RATT,RE
cF)
RGll^ro$
PROGRESS REPOKI Time observed on all trucks. Total deck toppj-ng pour
pB yardsr finished at 10:45.
{toptFs Michacl l}arbcr Architccture;
Andcrson I llastings; Cary Murrain
PCL Constructiott Scrviccs;
URS Consultants;
Bill Carr Steven L. PawJa.k
RED OESERVER APPRWED Bf
To: 1gs11 or; vArL JoB'No.4 398 90 oaw, 9/4/90
Attnl Mr. Stan Bcrryman
rr.o. Box 100 DArLy REPORT NO. 61 sHEEr6 OF 6
Vai I CO 8165 8-0100 ltflptgE No.
PR(ITECI Adtlition to Vail Transl)ortation Ccntcr', V;ril. Color:atlo.
SFTDtrEATI)}T! gtJ 'UP
r.rx r.D. A ]000
3-7 4 BAncoilID{r
sumJEnW.Mobile AlaE{T TEIPERATURE MTSE 6o-90
TEs'
M'.TRrrct(t{t no(rrto.lllr€
EAlCltE)
Ir|E
^f,nflE)
TIIIE
s{lrPt-@
Rn/OufiXnl
@Ur{IB
IIIXN
RE\OUTX)'.I
@.,NTER
couPtEnoi{
cugc YA&lsuvo/
cuuuulrys
WA1ER ADO@olt t|s
14
L'
15
106
LL?
45
2OO7
2008
2O09
LO:52
11;19
11: fB
11: 12
It: f6
LLtSJ
11:20 aa
a6
as
req
re!
rec
as req
as req
as req
B
L6
24
A
5
rEsrlrl su[?(rlr)An@ilrilr(r)
IET UNTTrs}|t
(PcF)
Yttu)
coa{cnflf,rufE-
R^IT'RE
co
RE'AId(s
r4 t 3/4 5.8 T39.4 ?30 4 cylj-nders cast
PROGRESS REPORI Tlme observed on all trucks. Sarnple taken from truckat L2:15 total 2/4 yards.
^nDrrlc
MichacI llarbcr Architccturc I
Andcrson S llastings; Gary Murrain
PCL Construction Scrvices;
URS Consultants;
8111 Carr Steven L. Pawlak
FIEI.D OE6EfVER APPROVED Bf
'ChenONorthern.lnc Cdn lr| bffFt ana Sd-ilr.{,
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
at A nnl.l FrrErD. E ct|ltff.l flf FnE
^to
o(|!rtrrr:3' at rf'|('rn| ft tf, rD at rrf orlrttltl l--ri'rtf,tY or 'rT cl Exnl "O-
AttttrlolrDr ;rt nnr'-
rtl. or :rarrrrt rl ocr.uE r (r rxrrrcr:r riorr (! rfor{rrq otrr nrolE-d^idnio' rriiio-o,a -rrnla lrlfor'a- sr.r.r'r{f, rrl De D('lottD (r ,'nr 16rr€ B
oo.?lltE ul.|jtt o|ltt rfiatlltm xrt rtllD rr, '| fiJttf,
^ '!i.nF , r.litttt lrt r| r-rr.{-
7d l.a ctal l,|| an.
Clten€Northern.lnc.Conrulurt! Engltl?.r. oDd s.rr't .L
REPORT OF CONSTRUCTION ACTIVITIES
ffi n,'.E r., orrr*tw!. Ar t[t9!!! ^Ff
sr t".,,.,t rs n,r coqrr]!l-t-F-- " "r olxn'. ,,., A,r*nl rn xr ?ui s-
,,. d srAnrr'r. O(f1us6 qr r,,t cni rp'.t (,' frrr(r{, Or rtf'in-d nrSrfnr rarm'{r O{.n rrnrrrX f1l 3^11151 lg lf D6I'rXlI' $ILr ItiTtO 6
cirrrno tnrss qtllt ralrrq.Ltlls xlE lqtrr, lo Dl tfill'€'
^
,ri.'.- .r t-Fifil
-
o, .."'r..
t..h tb, Grf,l@A a/ao
To: TowN 0F VArL JoB No. 4 398 90 o*tE: i/J/)O
Attn: Mr. Stan Berrynan D\tLy REPORT NO. 56 SHEEr I 0F 6P.O. Box 100
Vail C0 81658-0100 INVOICE No.
PFqIECT Addition to Vail Transportation Ccntcr' Vail, Colorado
IYFITHER CONDffiONS AND TEMPERATURE 4O-BOU. cl€ar. p.m. 6howers
CONIRACTOR'S CONSTRUCNON ACIMNES
PERSONNfu
lilNOR EQUIPMENI:
AGIMTIES:
CHEN-NOflTHERII'S SITE ACTMnES Fulltime observationr testlng and-insBection:
Concrets belng ptaced for deck topping Level,5r_Line AA-B 55.)56 new
structure; deisity testlng of struituial baskfill being placed.at AO
Llne souti Orta fi-fi; reinforcing steel being placed for topping on
irossover rarnp Li-ne-glC, Grid a3-ZB and walls-for Stalr 1io' IIt Leve1 2,
we6t 61de. concrete pour started 4:00 a'n'
COMMUNICATION CONTRACTOR, ENGINEER, ARCHTECT.
coPrEs Tl:tl:" t Barber Architecture,
Attn:Mr. Scott Ward; Gary Murrain,vrr.-.' Attn: Mf . bcotr waro; Gary Murraln
PCL Construction Services, Attn: Mr. Dcnny
Armour: Anderson f,1 llas-tings; ..
tfRS Constrltants, Attn: Mr. l,cs wood
RiIl Carr Steven L' Pawlak
nA-O O6Etn/ER nPPnOVeD SY
Chen€Nonhern.lnc C...:rlr||r t C.*r r{ S.Ltat*
REPORT OF FIELD NUCLEAR DENSITY TESTING
To: TO'N OF VArL JoB No. 4 i98 90 DA'IE 9/r/9O
Attn: Mr. Stan Berrynan DAiLy REpORT NO. 66 SXeff 2 Of 5P.O. Box 100
Vail CO 81658-0100 ttwol6E No.
PROJECT Adclition to Vaj.l T-r-ansDortl t i on Ccntcr, Va.i 1, Colorado
SPEC|nCATlOil COIIPACTION & MATERI L
MINIMUM REQUIRED IN-PLACE DENSITY 9> T A5
CONSIRUCflON CONTMGTOR: BRIB Excavatln6; H
DETERMINED BY:
LOCATIONS WERE
ASTI4 D1557 backfill @walls
SFTFCTED tr, fiel_d tech.
TYPE AT.ID NUMIIER OF FARTH MOVING UNMS f fTONt CNd }OAdCT THICKNESS OF UFT A6 TEq
TYPE At{D NUMBER OF COMPACTION UNrS 2 dual wheel I bob cahuueER oF PASSES aa reqrollers
PERCENT OF
(RElATr\€./
M^J(|r|tl|)o{lTtro
sl. silty
6andy
gravel
|lll
97
97
9?
7.3
7'O
6.9
5.5
6.8
L12.O
ul. r
L31.5
T3L.3
13r. B
qo
,.9
5.9
5.9
5.9
f}5. o
L35.O
L36.O
L36.O
136. o
5t s. of Ao @ 33115' n
4r S. of AO @ lgt nS
5f s. of Ao @ 35lIL' BS
4'S.ofAO@ l9tBS
6fs.ofAo@341 7tB
b ru[ TIME o&sElilArloN tr PAIr rlME oBsEFvATloN
ris ifpirr, pif:FaE c,'run n r/f,D a! l Rutr(r of qn oFtn^rrlat or n pl ra-r)r€r]. tr lt \tr 'lf m oN-ltlF (ttoR..;rtn m co"rDrut l,'lart€ rrf
FEcrr.,*to.1 co..'.crrr trr(Fr ^*o ,cr4 m r,1l urt o rrrrs rrir,'iirr'#+-#;' ;-tq frsrrvrno lrr nernn rr5ts l'f ]4ot of nF rlll oKY
ls Ilfvur xlcf,ss.rr nr GrLF lt q.n qsutvtrs Ju,qtrirrl. nsr rxrr ffi ii6i 'rt':- iixi n'js rur ofiNx]rs orl wrlflllul lrtt rlll l/trnr srtoirlr]crc.
lHE Nt Gt-E n ITo\aSo|TEIEl UEn|oO oF IEnlrc w s usED tN suBsr lfiul /rccoRD llcE wnH ASIU 02992 AID DJO17
pRzuMtN ff OBSER/ATIONS ANo/OR TESr RESULTS \ERIIAIIY REPOR'IED TO: Les lVood
PROGRESS REPORT ThE AbOVCaterial being placed at
tests were performed on
walls at new structure
6tructural backfill
south of AO Line Grld
Bill Carr Steven L. PawLak
REu) OESE}ryER APPRWED F/
coprEs xi:l?"t*?i'B:I.t'ft'li::cturc'
Anderson & l{astings; l!r. Gary Murrran;
PCL Construction, Attn,
"Y:.r,33't{"tloutttlRS Consrrlt;rnts, Attll: Mr. Les I9!";
^ 'nirr- r t-[HUt-le-r d -trarb
F-ri h dtl0t^ a/ao
Chen€Nortlrcrn,lnc
O.:rt tt ajndxr -ia td-u...
REPORT OF REINFORCING STEEL OBSERVATION
At A rarnA,rgrtct!.r ro qrxl|, nt titE rro d|lrtrrt, at irtdrr_ xrE JrrfYrtD At nf corrt!!!.-_rttrirr or (xr dD{rl A'o A'nnErlrD' tii PrnEA-
r(;1 4. stltrilrft c11(unr11rt cr rrTi.ct! tr l on irn ;1ta cU rxrri-d-nfm5 11111rp q;1 rr$lrx 'n;io/A' !^l1ou3 r11 t !'Fo!" t rrirl tntp B
corfino ult:a o|ltf rl*}EJrmt rJ![ l!11[l, lo tl xErrI'
r ,i-r.- .. -l-lltil- .t .-rdrr-
trrrr ur. ({llOA a,/to
TO:
TOlllN
Attn:
P.O.
Vai 1
PRGJECT
OF VAIL
Mr, Stan Berrynan
Box 100
co 81658-0100
Addition to VaiI Tl'ansportation Ccntcr,
JOB NO. 4 39_8 90
OAILY REPORT NO.
[wolcE No.
Vai 1., Col orado
DATE: 9/5/90
66 sHEEr 3oF
sTRUcruRE deck slab/deck topping
utc^Ttc{E.EVAIION
RED{FORC|NC co|rl|ofis
\r8nC+lL IJOftZSTIilf
R-C/21.28
Ao-B/3t-36
cros6-
over
ramp
Level 2
272 rows #
BJ rows #4
56 rows #4g5 rows #5
3/I+,, sLaa
1,/4 wire X
4X4wire2 3/4,t cha
@ Lztt oc T&B II-S
Btr oc botton B-lV
l2rr oc top E-\tr
Btt oc top lap al 2)tl
#4lster @ 35tt ocr at 35n oc splice to
toP ll4
,esh laped as required
,S at 2rG,t| OC
to
spEEtrE nors: srEE cR De 60 GI n-$ts uses
R€r5r(nco{o cr.EAt{r.[,Es!r clean Ql srtoe Duru$s usED
cLEAR^flcE $tD @vER aS feq ul cofrngfon ,tovtsto
snrcfie sPEcrrcATxllt* a6 req d puu-nle o8stfft/ TKIN
u^R srJF*nr,. rypE ]/4 bolster fl prrr-nus oosm{ TloN
FDIEH lN'lr0€ OO||LP$ffct
Hoc r ffi,mff, ffiffiffi ,,-$.fi*-
EC^I||NO RE-EqINED
ye6
PRocRESs REPoRT AlI rebar is epoxy coated.
Michael Barber Architecture 'COPIES Attn: Mr. Scott War<l; Cary l.,lulrain
PCL Construction Services, Attn; l''lr. Dcnny
Amourl Anderson $ llastings;
llns Consultants. Attn: Mr:. l,es Wood:
lilI Carr Steven L' Pawlak
REID OBSERYER APPROYED BY
Chen€Northern,lnc
O.:drta f^*rr -ra 5|d nl3.
REPORT OF REINFORCING STEEL OBSERVATION
,s A rrrng{ '.EtrctDt
,o clrxn, r( xrE ao clttLtft 4r,tqto!r_It- rJl( ltrfinD ^r r{f oornaxn'{'_ri)"rrrr (r r d-Earl ,ro aT rw^rrr| fttl Pt'lf, x}-
'.,.', o. n^',.rrt co,qrre! o, rxriac13 ,r m if,o ^i.a 6r.r nroriii] r-itif-o'-rtioir -a5 r*rrnr'rlritir- rrrto rrl gc rF(Irl) cr rtra ran€ 6
co.rfftD rr.llrl onlul ,n rqtlxr| Itt Al{rD lo t.| frtrrc'
^ n-i,* .t ,- ljTrrr l;-. , .q'la...
tEi rh. C.4l la a/F
To: JoB No. 4 3gB 9.0- DATE: 9/5/90TollN oF VAIL ,.. ,. .Attn: l"lr. Stan Berryman oA,lLy REpoRT No. oo sHEEf '+ oF o
P.O. Box 100Vail CO 81658-0100 ltwOlcE No'
PRO.TECT Adclition to Vail Transportation Centcr, Vail, Colorado
StRUCruRE step down footing
L(EATIOI BEl/ lx)|l
ROIFORCOIG
courao{rs
wxnc.AL ltoftitofira
Stair No. I0 Level 2 L5 /14 vr42
dowels at
12tt oc
dowels
12rr oc
L4 #4
at
l4l{
3#4 xt7'i /i4 x. L6t 6
7 il4 lrK 4L4
3 #4 t4K 42O
LB /15 Trans
L3 i4 X l4l
5 /14 X L6l
LO /14 @ lB''
tr botton
top
Z bar
Z barat 9'r ocrr botton
rr top
oc X 4r5t'
Section
sPECnCArXilss snE- cn IE 60
FIE {F(nGile cr.E t{10{el* Clean
ctI R^lrcE lt{D @t/E& as req
sfllqlc sPEcrE no$$ aa req
BAR swPoRT* rt?€ Brick
nilsfl
E ruls useo
El snor DnAtrrcs usut
b conn**ton -nt-E ruu-ue ocscn AIKIN
O prrr-lue ocEnvlnox
|tPt,CE OolttPtAilcE
UET PnoECr uEr PR(ITECT DAIEFEtlJlRErrO{rs nEq(xEqftXIS nr-O<4lneOmEl tNm LLY wll€x
E( III'{@ RE-D(ATH@
HooHr 1
PRocREss REPORT Footing location noved lf east due to change Stair l0
location.
Michael Barber Architecture,
COPIES Attnl Mr. Scott Ward; Gary Murrain
PCL Constmction Services' Attn: It'lr. Dcnny
Armourl Anderson $ llastings;
URS Consultants. Att@
nill Carr Steven L' Pawlt
RELD OBSEFilER APPROVED S'
Clrcn€Northern.lnc,Cqiffht [rrgh.rr ti Sd-a!,
REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS
Ar a urn,r tn'nGrll ro atl.ratl l|f n;t ,ro .tf,r:t-wl At ifFfiI' |ilE snrrwn Ar r: cotrt.l{Tr^t ltoafnTY or Crrr ct tr'at:l |ro,lrDffl rDl troR 'tfxl'-nol trr JtattLxfl oorqtrlrc ort ?rrrctr rrrfl ol rro arp otl ruwlj-d^ininio hxie-crrr rlnltlt ,lrffi<l/a- sll.lrrJ rrl oE otr(IltD d |fm lfjtt€ B
odrtllE, !'.r! ol|-t ,riff,rt{rl ||a rfiLD to n rmtrl
^ '..r.- r r..F:trij-lg ', ...'rrb
7-r t CIti.. a./lo
To: Tglvn 0r: vArL JoB No. 4 sgs 90 DATE g/r;/go
Attn: Mr. Stan llerrytnan a .
t).O. Box 100 DAILY REPORT NO. 56 SHEEI /0F o
Vail C0 816s8-0100 tl116)tgE No.
llgrECT Ad(lition to Vail 'l'ran sl)or.t at i on Ccntcr., Vaj I, Colorarlo.
sFrcuEATp $ SLlrUP
supPr.rn lV.l'lobile uu m. C 4500
3-5 An cot{tT}tr 7?t, aV g,
TGO{T TUIPERATUFE R lrcE 60-90
tE;rts.lnucx
r{L
TCTET
NO,
mr[
EATCHg)
mrE
ARNryE'
lllt€
SAl|PLED
RA,OUTIDI{
@U IB
IICIN
RE\OU'Ipa.l@UHI$
collPr-Ellor{
:u&c Y m
t_oID/
CIJUUTAIIT€
lfAlER ,lDO@
oru.otrs
I
2
3
4
,
6
5t+
100
rL?
44
49
I19
54
2027
2028
2029
203o
2OTL
2Ot2
2033
3:39
4 :01
4:18
4r34
4:50
,t03
5:2L
4. qR
4:10
4:38
4:5o
5:O5
5:10
5234
4225
as req as req B
]6
24
12
40
4B
q
B
B
10
B
A
lErIG sLlfl?(nt)^ncolfn}|r(r)
UEI U'{T
WTFHT
(Pcf)llat)corfftE
lEilP€-
RATI}RE
co
REr ro(s
?
5
4 T/2
4 3/4
5.4
6.8
L39.t .11
69
4 cylinders cast
PROGRESS REPOff Sample taken fronr truckr pump in use, time observed on all
trucks.
rytptFq Michacl llarbcr Architecturc I
Antlcrson 6 Ilastings; Gary Murrain
PCL Construction Scrviccs;
URS Consultants;
Bill Carr Steven L. Pawlak
REI.D OBSERI/ER APPNOVED BY
T0: lgpp or; vArL 'JoB No.ffi
Attn: Mr. Stan llerrytnan t rp.o. Box 100 D lLy Reporr No. bb snErr 6 or 6
Vail CO 81658-0100 tN\otcE No.
PR(IrEC!f Atltliti.on to Vai. I 'fran spor.t;rt ion Ccntc1., Vai l. Col.orado.
sFErEAlp $ $.rruP
V,l.i4oblleyl{ to. C-4500 3-'ATI @NIENT
AEEXI
7% avg.
lBIPEMIURE Mr{c€ 60-90$nPtm
TEs't$.lnrrc{MI ncrEr
M'.Il€
BATCHEI'
t|U€
ARNryE
IU€
s uPL@
RE\,qfittl
@U}IIER
OEOIN
REV(xJrnOfl
Ofl,|xrEN
@uPtEltot{
cu&c Y ffir-ilD/
CUUUL\I'T/E
IIAIB ADOED
o^u-ols
I
9
100
1r7
2034
2035,
5:A7
5 :40
6z20
5:50
a6 req
as req
as
aa
req
req
64
o(
o
o
rEsTrn sllr?(ur)ln
@$rE{r(n
trET UNTrsHr(Pcf)TA.D
@}rcNEIE.IE'PIE-
RATTNE
cF)
RfLAlu(s
PRocRESs REPORf Time observed on all trucks; total pour 67 yards.
nrnDrFq Michacl llarbcr n rchi cecturc;
Andcrson G llastings; Gary Murrain
PCL Construction Scrvlccs;
URS Consultants;
Bill Carr Steven L. Pawlak
RE'D OBSERI/ER IPPRUVED Ff
ChenONortlrcrn.lnc Cdrllhf E rfl|..t '|a S.rr'(,.l.
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
Al A rrnA asrEtDa F crttttt D( Frf E t.., o-rtttrrr, Al tifF(lE ^it trrfrtD al t[ ottorxlul--ff('.trTY IF On Cl fxlt' ^to-,|,'ro|ultlf nDi |tRxA-
ro. q 3rrrrrrxrl orrxlrmr or rxrlrcrr r.r r or ifo{rr€ ot.r rurcxE-d^iriniD-tr}na a-a ixnltt{ lfrn(ltA- it^!rtl! xrl DE lxFcl{D (t- llrn lE rl€ 6
ooafitD trr,a.:I oDrl l|rxrrtatt xif rstrt D !t ttttt o.
A "-r.r r r-F]rti-l:-t .. -,rr.r-
fri l.a Oal lal ../ts
Chen*Northern.lnc.Con.uIJn{ trgL-... ord 5dnt,.t'
REPORT OF CONSTRUCTION ACTIVITIES
To: TO*N OF VArL JoB No. 4 393 9s DATE: 9/5/90
Attn: ltlr. Stln Berryrnan OALy REpORT NO. 67 SHEE1I OF 5P.0. Box 100
Vail C0 81658-0100 INVOICE NO.
pRqJEcT Aclclitiorr to Vail Transportation Ccntcr, VaiI, Colorado
wE THER coNDmoNS Al'lD TEMPEMTURE 35-700. partly cloud
Ct{S{-NOmH€ml'S SITE ACIMflES Fufl time observatlonr testlng and inspection:
Concrete being placed for topping Level 2 I\0-8-33.9-36 nerv structurel
density testing of structural fill being placed for slab-on-grade S.
of frontage road Sta. 14+50-19+5Of i-nspectlon of reinforcing steel
belng placed for west wall, Level 2, stair 1lo. 12. Concrete pour
started 4:0O a.m,
VERBAL COMMUNICATION WTTH CONTMCTOR, ENGINEER, ARCH|TECT. OWNER
qlll Carr Steven L. Pawlak
NED OBSERI/ER APPROYEO B'
Itli chac I Barbcr Architcctur:c,
COPIES Attn: Mr:. Scott Ward;ga1y lrlurr:ain
PCL Construction Services, Attn: Mr' Denny
Armour: Anderson 0 I lastrng s; ...
llRS Consultants, Attn: Mr" l'es llroo(l;
^
.,.irr'- d s. frttii-lt-.t .. ..i,t..tr.
rii *.. fJlElOlA a/-
ehen€Nomlrcrn.lnc C..:rlrl|f Er*r. oa Ll.rfi4.
REPORT OF FIELD NUCLEAR DENSITY TESTING
at A rlrnl|t PitltEtl| tt cLtxll, n( 7t;tE llo c,r:tnws, Al ,[Frtrrs fd 9t{frrD a1 rrI ccl7T"}frrl-?i€r'ttTY 0'qtr qJora' A}o a/noi2 rD' Iln Rttra-
tE f sr ttt rxE cnqu'r. qr rnrfcxr rF[ m atorirno orn ntrodi'n-iii-sti#-o -nrltiirc on nnol rrrltx'tt- s ['uJ rr'r E Dtlrq{!
oor|.t.:nD rta'cl| gfilt l'l.rql.t,rtr flt rfrID lO El I'tll||c
a 'tr-r.' t r.Fiil-lp..r !,r r'h
Frtr l|o. C|.:lttA ano
To: To'N oF vArr, JoB No. 4 398 90 DAIE 9/6/90
Attn: Mr. statr l3errynau DAtLy REpoRT No.6Z sHEEr a 0F 5I'}.0. Box 100
Vail CO 81658-0100 lNVOtcE No.
qRGrECf Adcliti.on to Vail Transrrortat.i"on Center, Vai1, Colorado
sPEClncAnoH couP^cTlor{ t
MINIMUM REQUIREO IN_PI,ACE
CONSIRUCNON CONTRACTOR:
MATERIAL
DENSIry 95 X As
BPzB ExcavatingTEST
DETERMINED B/: ASTH DL557
LOCAIIONS WERE SBfCTED FY:
under slab
field tech.
as
as
T\"E AI{D NUMBER OF EA'ITH MOVING UNITS T
TYPE AI{D NUMBER OF COMPACTION UNITS I
MEIHOD oF ADDING MoISTURE natural
bobcat
dual wheel roller3 'iumP
TIIICKNESS OF UFT
NUMBER OF PASSES
iacks
req"
req
LOCATION
DEPTH OR
ELEVAT]ON
(FEEr)
LAAOr{ATORY FIELD
FERCENT OF
(RO,ATr\E/
ItA(|lRil)
o{tTtlfD
SOIL Tr?E
IEJI
NO.IIAXIMUM
DR/
DENSTTY(pcf)
OPTlMUM
MOISTURE
CONTENT(x)
DFT
DENSTTY
(P"t)
MOISTURE
CONTENT
(%)
29t1
2qc
29e
?97
7-9e
20a
Jr N. of R l-,ineat 35
6r iv. of B Lineat 34
4t N. of B Lineal 5r.5
Jt N' of B Lineat 51,5
6r l{. of B Li.neat 34.52r N. of B Lineof 46- 5
5' BsG
4' BsG
3t RSG
2I BSG
II BSG
sub-
oz.a d a
1f6. o
r]6. o
L36.O
1J5. o
L36.O
1]6. o
5.9
,.9
5.9
5.9
5.9
,.9
I-33.L
L33'o
L3L.3
IJl.8
r32.5
7,2
7,O
7.3
7,L
7.o
97
97
96
9?
97
sI. silty
sandygravel
B rUU TIME ORSEfI1/ANON tr PA'{T TIME OBSEM/ATION
nG liF r Fit;}|Ir (F lXtrt tIIn{D l\! lt RSULT ff (IlR Gq|\ rx!r' (r ftll n f"'llfl{l' Dt IAW nfl'm O -ntF
c"fiR/'iTo* rc OOfiflUf rtflY|lo ff
Fforra{lo@ oorPfcrw ttrrFr ^rlo rrEntt{ lo tlu- D.rato nu rttrt twn'oh';;6t#;;-rrn rrsrru+ro -crnernrs' r''srs AAt u o( or r.f rnl crY
ts E!fu! fltcuisrf rr canlrt tr,n rx6t rrn .,urro(rttxt. tsf txre er*- Trii Tril!ii orsr ftt oallrnrs cr{ Yntrnttlr r]tr nutfE sEcaarn'&
rHE NIJCIEAR Do'a9O/EIER UEnm of TESnNC w^s LSED tN SUT|5I NIUL lCco{tDANcE WnH ASIU 02992 A}'lD OJO17
PRzuMtMFf OBSEfiVATIONS A},lDlOR TESr RESULTS VERIIAIIY REPOKIED To: Les Wood
pRocREss REpoFr The above
being placed at Level One
tests were performed on thefor slab-on-grade north of Etructural fif}
3 Line vtaLL 33-15.
coplEs xiil?.'"li'3:5.t'fi'li::cturc'
Anderson fi llastings ' l'lr. Gary Murrran;
PCL Construction,- Attn: lrlr. Dcnny Armour;
ifiS d6iii,li tinii , 'rrttn : lr'lr . Lcs ltlood ;
B11l Carr Steven L. Pawlak
FIEI.O OBSERYER APPR€IVED FY
Chen€Nonhern.lnc.&.:/llr|' t4*xr -a s.rrihl
REPORT OF FIELD NUCLEAR DENSITY TESTING
TO: TOlrrN OF VArL JOB No. 4 398 90 DATE: 9/6/90
Attn: Mr. stan Berryman DArLy REpoRT No. 6? sxeEr ]or5
P.O. Box 100
Vai I CO 81658-0100 . ltwolgE No.
PRqrEcT Addition to Vail TransDortation Ccntcr, Vai1, Cololado
SPEGIRCATION COI4PACTION T M^TERIAL
MINIMUM REQUIRED tN-ptAcE DENStry 95 x AS DETERMTNED Er/: AsTl'1 Dr55f under paving
CONSIRUCflON CONTMCIOR: B&R llxcavatingTES,I LOCATIoNS WERE SELECTFJ W: field tech
T\?E AIID NUMBER
TYPE ANO NUMBER
MEIHOD OF ADDING
oF EMTH MovlNc uNns I scraper,
OF coMPACnoN UNII5 I sheepsfoot
MO15TURE natural
THICKNESS OF UFT as reo
NUMBER gF pASTSES
1 frontloaderroJ-Ier
slIty
sandy
gravel
tl
/ob
7.4
f e 1
L35.6
L3'.L
L35.5
5.1
5.1
5.1
140.O
140.0
I4O.0
sub-
grade
ll
Sta. l4+5O
Sta. 17+00
Sta. l9+r0
6 RJLL TIME oBsEIivATloN o Pntl'l' llME oBsEm/AroN
n|3 f,Flt Pit:frnt qrutt rui{D A! A RS[r OF OtXt tFrtir' tril! oF ntl Pl'cf }rtNr' *t lr w mlttD otljllF elt'rR t.jlofi T" Co{nt|ut !'?tr}€ nf
FrcottrotD cotacuw ttr(Fr ^lrD
,xtsnl.f lo ttu. Dlrqlr€ ng ,tws -*,"rt'dth'rp*Fin s -tpr drstlwlr€ {t'rn f}rs rrrs ^lrl 9ro€ or ntr ml o{Y
ls Elfwl l[cesslkr rD or{nrlrE q.,i rxru(vtt'! Jurotyotr, trsr *t^ *t Tr6i iiTifii;"fi'rsl o{rinri crr vnmnn lllt rlL-L lt.rrs srEuff 1106'
ffi MrctI R DA$OIIEIER HEn|oO of TEsnNc w s usED lN sutlst lfiul AccoRoAllcE wnH As-!U D2992
^lt.lo
D$17
pRzuMtMR/ OBSER/ATIONS AllD/oR TESr RESULTS VERUAILY REPORTED TO: Les lVood
The above tests wereroad. Proof rolllng
perfonned on the
observed on area
subgrade area
tested and
found acceptable.
8111 Carr Steven L. Pawlak
REI.D OBSENYER APPROYED S'pCi Consttuctionr.-Ai:tn: ..lr'1r., Denny,Armourl
coprEs xlil?"t*11'3:i.t"fili5:l'"'".'.
Anderson 6 l{asti.ngs; l!r. Gary l{urnall;
ililS d;;;r;itinti,'nttn: Mr. Les woo
a ''\-ir-, *@* d .ir'r',b
t?tr ?|, Clcldt a,/ts
Clrcn€Nortlrcrn,lnc O':rtht &dn -t il S.,.*rtlr,
REPORT OF REINFORCING STEEL OBSERVATION
^t ^
q,nlrt ?i'rrc|D. to ctlxr|. l|f 'tIE !|, dll'l.tlr. At rt'|fltt-l,|f, 'r,'.f|TD ^t
rll- oo|rf}m^(.-I;r'rrTr c' q' cuxrr.,x) Amq|,lID{ 'o'l l|l'|..rA-
rrrr cl- sl^rrrttt orllrloo (rr rxrtactt lrrl trr ?a911!!! cl rxfr-rr-ffiil -rdiiro-crr rrnnx fr1oln-:erts rlt rt ltF(x! cr rttu iEm€ 6
conno urr:a (nrlt lmlllrltnt |^f ,o(r, ro ll tlllt€.
^
i!.-'.- .. -[@- .l..a?''r.
rdir tb. C{ltl a/F
To: JoB No. 4 3e"8 90- DATE: 9/5/90TOWN OF VAIL
Attn: Mr. Stan Bcrrynan oArLY RepoRT No. 67 sHEEr 4 OF 5
P.O. Box 100Vail CO 81658-01.00 ll'{VolcE No'
PROJEGT Addition to Vail Transportation icntcr, Vai1, Colorldo
STRUCTURE ry611
!rcAroll E-erAIOrl
RA|FORqt{c coalofis
VERNCIL HOftZOt{rA
Stalr |io. I0 Level 2 lBrto
l0rr
lBrl
Lztl
9#4@TB#'@oc-0F
11 #4ooc-0F
L4#4@
OC-IF
LO /14 @ L6tl
L4 #4 @ 16"
L4 #4 @ l6tl
LO /lt+ L6rt o
oc IFoc 0F
oc 0F
II
N. Section M
N. Sectlon ti.
S. Section i\i
S. Section l'1
sp€curc non* srEE GMo€! 50 d ners ,reo
FEnF(nCNC CtE Ni.0{GSA: c}€an E goe oR flt{Gs usD
cu eAilcE ANo @vE& a6 req EI comn'tcron 'Ao/rsED
s^lcrror spEcqrcArpra* aE req d rT -'--nue oosrnvATx'N
a n ,n;,pofinr: ','E
chair fl prrr-nue oosav/{noN
Flt{E}l l}Pl,^CE @lllfnilCE
HmHr ffilffi ffir'ffiffi *.-ffi,*wllE'{ lNfiullY ffio{
E)(.ATO'{ED RE-EqTI @
ve6
PROCRESS REPOKT
Michael Barber Atchitecture,
COPIES Attn i Mr. Scott Ward; Gary lr'turtain
PCL Construction Serviccs, Attn; l''lr. Dcnny
Armour; Anderson G llastings;
llRS Consultants. Attn: lr'tr. Leq Weldi-
BilI Carr Steven L. Pawlak
RETD OSSERYER APPROVED Bf
To: 1g1r111 or; vnrr, JoB No. 4 J98 90 DATE 9/6/9a
Attn: Mr. Stan llc r- ryrnanp.0. Box 100 - DAtLy REpOrr NO. 67 SHEEr 5 0F 5
Vail C0 81658-0100 INVO1CE No.
qlllqGf A(l(li ti on t'o Vnil I'Tansl)or.t tion Ccrrtcr', Vai. I, Coloratlo.
SPEfrcAfXils: lltrryp An @ IEiTsllm !t/.l.4obj-le fu r.o. arstr{r TEIeERATRE nelcE
IESI}{'.rnuo(ut Tto( T
fl(t nu€
E TCHED
TII'E
ARf,IVE)
lllr€
saaPtE)
RA,!oII'IEII
@UTTER
rf,B||l
RE\Oufllorl
@ariaTEn
@UPLENON
0t otc Y rc
a_o^D/
CUUUI,AIIVE
WAIER ADO@
oruor|s
I
2
3
4
,
6
(
B
54
49
r00
44
LL?
,4
49
100
2O7L
?o72
20?1
2074
2071
2076
2077
2078
f :41
4:02
4tL3
4:25
4:50
5:16
5:Ot
5z3O
4: oO
4r12
5:00
5: 1O
5zL5
5225
6':L5
7:18
4:55
a6 req
as req
a6 req
aa req
aa req
aE req
a6 req
a6 xeq
as req
as req
as req
as req
aa req
as req
a6 req
as req
B
r6
24
32
4o
4B
64
10
to
l1
B
L2
L1
IESTMI sun?(ur)lnO$fiEfi(r)
TET UNT
wtoHr
(Pcf)
Ylru)
coilcf,ElE
IE.PE-
R^IT'NE
c4
RE$E$
2 3 t/2 5.8 140. C 72 11 cylinders cast
PROGRESS RF$OTTtrucks, 45
Sanple taken from theninute delay in placi-ng
truck.
concrete
Time
due
observed on allto plugged hose.
,'\.'.rFc MichacI l}arber Architccturc l
Andcrson I llastings i C::rry Murrain
PCL Construction Scrviccs;
URS Consultants;
RlIl Carr Steven L. Pawlak
RED OBSEflVER APPROVED AT
Chen0Nonhern.lnc Cdrllrq E |gh-r t{ Sd..it{.
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
ar a |.l rut tFtEtu| to crtxn I'f nFE |rlr ..-rr7trrl at rrF('fr! A,rf, tirrrtD at nr (t rr]LJul F?d'l'llY f (|l d f]nl a9 4Jn!1o tDr trfr |(n(x -
rp. c- lrltnalrt, orrrtrEDr qr rxri cn! rrrlt rrr irq ^nrr qr rrrrrE-d-rr-iir.ril'hittp 0t r t*tlfx Arrfra- s rtir! rlD€ D(FqrD o'rttl rurl! l3
oo?lfnD l,(r;r onat tfixrr.xrr l,!t rsrrD ro n rrl|t|l
A -'ts r r..[iliX-]n r .. -n?'r-
fc L CLll.. r/to
Clien*Northcrrr.Inc.Con.dlJ0c tngL!.r. oi{ si:L,t,'|,
REPORT OF CONSTRUCTION ACTIVITIES
as
^
qmrrt nwnt|rt to qrI!- Lte Ptntr r.n flRf.tvlL ar.,rftr'rlT3. |rt .! rr|TtrD As n|( co''trtfrul-w.rtrl.Etfir i"'ffiffi'tft#;ftt;'';nri;;;i- itai,:lott ('r ri1ili,:iJ-ttii * rytlfqg oun ntFom:t E nf,3x1trD rarurro q''n rxnrt'l
c{.r.irtfD ltl,t.sr qrrtt tai^rerx|:t lt[ lartrll lo N rRlllo'
^ 'r-i.- ., r."Fiff il g..r d dt dt
16 {.. c|.Elol .l/to
To: TowN oF vArL JoB No' 4 398 e0 DATE'9./?/9O
Attn: Mr. Stan Bcrrynan DAILy REpORT NO. 68 SHEEI 1 OF,6
P.O. Box 100
Vail CO 81658-0100 l|\lVOlCE NO.
PROJECr Addition to Vail Transportation Cetrter, Vai1, Colorado
WEATHER CoNDffiONS AND TEMPEMruRE Cle
CHEN-NORTHERil'S Sm ACIMIIES FulI time observation, testing and inspectlon:
4:00 a.m.r concrete being placed for topping, Leve1 2 to j,
new structure, Lj-ne B to C, LLne j3 to36, crossover ranpat exj-sting structure, Line B to C, Line 2J to 28 and forwall and footing, Stair lrlo. 101 Density test of structuralf111 belngplaced for footing, Stair lio. 10 and wall backfillsouth of Line A from LLne 33 to 39 and east of Line 39 fron
Line A0 to A0.6 and for slab on grader Llne B to Cr Line 51to 32, Level 1, new structure. Reinforcing steel beingplaced for wa1I, Stair I'tro. 10.
VERBAL COMMUNICATION WTTH qO,[,{IRACIO&- ENGINEER. ARCI{ffECT,, OWNER--"CieA Sihultz of PCL was b.dvised to remove wet fill and re-place with suitable moisture fill i-n slab on grade arearLevel1, due to leaking hose.
Bill Carr Steven L. Pawlak
nfro oesErl,tR APPRoYED Fr
cop,Es Xlllli""?i'BH,t"ftll::ElXl";,""""r,'
PCL Constnrction Services' Attn: Mr. Detrny
Armour: Anderson fv I las-t ing s ; ...
llRS Consultflnts. Attn: Mr" l,es llood;
Chen€Nodrern.lnc.c..n irrtc En*t -r ra s.l-€.-
REPORT OF FIELD NUCLEAR DENSITY TESTING
To: To$tN oF vArL JoB No. 4 s98 90 DATE: 9/7/90
Attn: lt'lr. Stan llerryman DAtLy REpOKf NO. GB SHEET Z OF 6P.O. Box 100
Vail C0 81658-0100 lWolCE NO.
PRoJEcr Addi tion to Vail Transnortation Centet, Vail, Colorado
SPECmCAnOH CoIIPACnON & MATERTAL
MINIMUM REeutRED lN-pt-AcE DENsrry 95 x as DETERMTNED tlr:ASTl4 D15r7 for backflll
_--a!- Ualls-.and slab on 5ra
CONSIRUCflON CONTMCIOR: Band B Excavatffi LoCATIONS WERE SFIFCTED tr Field Tech-
TY"E AID NUMBER
T\?E A}ID NUMBER
MEIHOD OF ADDING
oF EMTH MovlNG UN|TS Front Loaderr Bobcat THtcKNEss
OF COMPACTION UNrfS Dual wheel roller NUMBER OF
MO|STURE natural
As Req.
46 req.
PEFCENT OF
(RgrTT\€/
lA)outx)
osr lco
Slishti.ysilty san
gravele
llLl tl
97
97
9?
7,2
?.1
7.2
7.1
1J1 ,ty
1Jl .B
133.o
133,2
5.9
9.9
,.9
5.9
5.9
135.O
136.O
116.O
136.O
116-o
OI RRG
19 r llRG
ISIBRG
1 6I BRG
Subgrad
3' E. of Llne Jtat Line AO.)
4r E. of Line 39at Llne A0.4
]r E. of Line J9at Line A0.2
4r S, of Line A0at llne ]8
12t S. of Llne Cat 15r E. of ]1
b FUtt TIME oBsER/ATtoN I PART llME oBsEE/ATloN
ntrl iftoGr P||;rxr:r (p Dtlt nFr{D at A Rt-9Jtr f cillt ffitlv^r{tl' rI- ntl F rt-nrfxl' w€ Invf nn lru -otl rxt ';ltlrRfcTl0'l m c(.n Jf l"PtYllp t}f
arcoarrcn ctrplcrr"f atrrF ^no
qsntrf m nll. urnrro ttu rtws "rrlt'&h'#+ft;'d-*' &rsrlulo -w erlrrrs rr:ils ^trt
g{'E (F nrr nt trr-Y
ls r.LEvt ltolts it To c{.mlrr q.tr oct wrrs JUDotr[xI. rtsr rr rr ft iiii'iit-':iiri iirss rm (tcr{tors otl wrllllf,I tttt nll ,rrTs sff,ctncrlpot.
IHE NUCITAR Dg\rso|rErEl UEnm of lEsnNc wAs USED tN SUEIA{IUL tCCORt} }lCE Wn}l /\slu D2992 A}lD DJO17
PREUMT{ ff OBSERI/AIIONS Al.lDlOR TESr RESULTS VERBAIIY REPORTED TO: trss ilut.6
pRocREss REpoRT The aboveplaced for slab on grade
on the structural fill beingvrere performedwall backfill
Ri1l Carr Steven 1,. Pavllak
RELD O6EF/ER APPROVED BY
coprEs xt:l?""1i'3:{.1"ft}i5:l'"'"'.
Anderson & llastings ; !!r. Gary r"lurrr an ;
iiCt Contttuct ion
'
"Attn : l'lr.- Dcnny Arnour;
ifis c"iii,iitiriti,'nttn: Mr. Les wood;
^ |'|l.- , t (XU lr-t , .ao.r-
t-ri ,ai, CItldrA 4/F
Chen€Nonlrcrn.lnc.Co.rrlrr|9 trC!.rr -{ J.JJd.i,
REPORT OF FIELD NUCLEAR DENSITY TESTING
To: TohtN 0F VAIL JoB No. 4 398 90 one:9/7/9o
Attn: Mr. Stan Bcrryn'' DAtLy REpORT NO. 68 SHEEr J OF 6P.0. Box 100
Vail CO 81658-0100 11wotgE NO.
PRGTECT Addition to Vail Tr:ansDortati on Centcr, Vail, Colorado
SPECIflCANO}I COIIPACNON & UATERIAL
MfNtMuM REeutRED tN-pLAcE DENsn'y 9B x As DETERMTNED By:ASTI!' D1 557 under footing
CONSIRUCIIoN CONTRACIOR:3 & B Excavatinp'r LocATlONs WERE SELECTED W: Field Tech
TYPE AND NUMBER
TYPE N{D NUMBER
METHOD OF ADDING
THICKNESS oF UFT As req.
NUMBER OF PASSESAs req.
oF EARTH MOVING UNrS rront Loaderr Bobcat
OF COMPACnON UNffS Dual rsheel roller
MOISTURE natural
SI. silty
sandy gra-
vels
7.o
6.9
6.6
133'O
133.2
133.6
.Oi 5.9
1]6.01 ,.9
136.O1 5.9
Subgra
l IRBF
BF
at l0r \'/. of 32
BOt S, of Line Aat 49r 'Jl. of 1
7Or S, of Line Aat 50t W. of 1
b FuLL TIME oBs$vATloN n PART TIME oBsEFvATloN
ris lfFrr titlrrfs tpltolr tuirrD ! a iell|tl (r ot|| oltsfit/ llot8 (t' Flll Pl rtlrt'{I' ra lrt\t nrlnD,oll lF crtotw"T(n m c(fnr f 'rttaYt€ Df
Frcoa."DrD c!.""rcr!!,, trrrrir anu rr(En ' lo nu_ utnrp n,r n,*s rtr.t 'tiir'iiri.r,nn slrn rrrrlto trr nerrrrs lrits
^Jlf
u oE 6 n : rn I olY
rs Er,EvtD xtrf,ssarr rD cArrurE qn o&nvt;.3 Ju-rotLlxr. nn *re lfi- iiiti ;'f ':il; it sri rut gnglq'rs ttl wllrlllut lllt ntl utr'Ts 3rfoncarrc r!
THE ltt ctr R DE soraErB uErlm oF TEn]lc w^s t sED lN sunsrA{Iul lccoRo }lcE WIIH /rgu D2992
^}lD
DJol7
PRzuMINAiY OBSEf,I/ATIONS A'ID/OR TEST RESULTS \ERB,AIIY REPORTED TO:
PROGRESS RFfOKt Tests iqo. 3O9 and ]1 0 were perforned on the structura.I fill
being placed for footings, Stair llo. lOr Level llo.2e Section M.
Bill Carr Steven L. Pawlak
REI.D O85ER1/ER APPRO/ED SY
coPrEs xi:l?"'*li'3:5.1'fi11::l'""",
Anderson 6 tlastings ' l'lT. GilTy lolurrlan;
pdi Construct ion ,
.-At tn : Nlr. Dcn.ny Annour;
ilil5 i.iiiniiinis,'nttn: Mr' Les Wood;
AS A }lrutt ?dlfctrra tI, alrtaTt' rlf F|'rttc x{, qf'trvr!' al F nrnrs ^'it llrt|mD At n[ cotDrxrur'-ti"rrrt (r olF cr fxTa ao aT rcllz^tD' ml FJ|l EA_
rDt '. Srr.r'rr.lt oot.qlUtrofr sr rrrlf6Tr tFf f Rro xfrl.<l cr,n nroi'i-A-iii:rliiO"f.;ii€ -d.n wtnu ^r'r'tlo,A-
suriu3 vtt IXF[t F Ftrr ]6no 6
oolrunD t'ult ql}ll t/;rfltolll rrtl' rc[LD lo w lrnll|||c'
^ 'n.r.' ., *.(Tift-lg-. d r.rrc'b
rc! tlr, CLlqt a/ao
To: 191s11 ol: v^rr, JoB No.4 39s 90 DAi::.. g/?/goAttn: Mr. Stan llcrrynan
P.0. Box 100 DATLY REPORT NO. 68 SHEEr 4OF 6
Vail C0 81658-0100 tNr/plCE NO.
PR(UECT Addi ti on to Vnil 'frarrsPort:r ti. on Ccntcr., Vai l. Coloratlo,
SUP'IJER
sP@rEATr)$A SLUUP 3rr- ,ttlVestern ru LD. C 4500
An coNrBfr 7%
Ara€Xl
Avg.
]ETPEMIURE nrllcE 6Oo-99op
TE T
lto.TNUCXt{L TO( T
M'.nuE
lArcHE)
T|rE
ARNWED
Solllr
1llr€
S IIPLED
&r o
Rf\ournan
@(,,rlfEn
IEPIN
RE\OU,NON
@UIOER
corPLEno
;I.|EC YARITS
t_MD/
CUUUllItr/E
WAIER ADO€D
o llJoits
I
2
4
5
o
7
B
9
10
11
12
,4
49llg
44
54
49
119
44
117
150
29
4B
2085
2086
2087
2OBB
20Bg
20go
2491
2Og2'
2093
2094
2095
2o96
3t41
4:O2
4:194zi)
5:04
6:3o
6t43
6:58
7:13
?:27
7 t32
7 243
4: O0
4:1o
4231
4244
5z2O
6:38
'o z50
'/ tOJ
7 219
7:39
7:47
7 z5'/
4;2J
5:00
As
As
As
As
As
As
As
As
As
As
As
As
neq.
req
req
req
req
req
req
req
req
req
req
reql
As rer
As rer
As re(
As rer
As rer
As rer
As rer
As rer
As rer
As rer
As rei
As rei
a
o lb,24.32.40.48.55.64.72.80.BB.96
B
3
4
f.\
4
10
12
B+4
1O+11
1O+{+4
4+4
TESTMI surr?(ln)AtR
CO{IEXI(r)
WET UNIT
IEAHT(Pcf)Ylg.D
@NCR TE
IETPIE-
RAruiE
cF)
R[T/{U€
2
?4 1/2
4
6,4
6.o
139.t
140.e 71
72 4 cylinders cast
PK)GRESS REFORT Sarnples taken
on all trucks,from truck,pump in use. Tj-ne observed
ry.tolFc Michacl Barbcr Archi tccture I
Andersotr $ llastings i Gary Murrail
PCL Constructiotr Scrvlccs;
URS Consultants;
Bill Carr Steven L. Pawlak
RE..D OBSF-}WER APPROVED BY
Clrcn0Norrhern.lnc Cqrsl0Da [rfh.-r dra sd-{d,
REPORT OF CONCRETE PI-,ACEMENT OBSERVATIONS
Al A llrltlrl, FolttDr 'lt
art{ta flf FfE ^rrr ori!7rrrl' Al if-rrtrrt r|r( 3h4tm al nf co'attxrgr ftl(''lttf ('' ott cl ft'la |ro ,.rmrnl'^tE l 'l 'tn-'rirr-lr- srrherrti- oriixr-'n'ixrcrs tr.r. oi f,o t'r, orr mnirri-d-rrirwo ff}np qr nflrtx lt?ior'a- srrflrl rrl of o(tqtaD r flrt lurl€ E
oa$rultD ttal:ta oDrt , rraxl| l,rf, tfiL m ra itrtL(l
^
t r.' d r..(Ifti-lrr rr -'!"-r-t )a- Ottt{ ../S
CheneNorthern.lnc C6.r.rrifi &{}t -r si Sd-ara,
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
Ar A tltnA tElrGtE E q,r'ffl lrt trff ,rat drlTlEi, al ifrqrrt {if iirrtm at nF c[rano lr|l nr<]frrf t cut d f]tra llo-Atn{ng rD' m |tis-
lg, 6' ttarrratrrl qr(1;r;qr 1;t 6rrrc13 ri1;a (;1 ;qo.Gr€ qr ruxinj-d-rri-riio' I'$rip o'n mrtu |lrngv& :"Alf'(rJ ru E 0ln(IED cr ,\nrl rf:llt€ B
odaunD urlr.lt oDq rn .lnarll l a rcato m R trrt|q,
a ii..r- d rlTiF-|r... r, -ir-r-
aG r. ell lal aro
To: 19vp or: VAIL JoB No.4 398 e0 DAI1 g/?/go
Attn i Mr. Stan llcrrytnan
r,.o. Box 100 DAJLY REPOFT NO. 68 sHEErS OF 6
Vail CO 81658-0100 tNVOtcE No.
189!qCT A(l(lition to Vni I 'l'T;rlsl)ort tiorr Ccntcr.. Vail, Color:atlo.
SPEEEAII)II$ SU'TP
rx r.D.c 45OO
3n-'tl An corflE{r 7% Avg.
ATSE T TtrTPERAIUREslrPn n lvestern RAr{C€6oo-gootr
lE;r
txr.TnrfrMI no€rl{).TUTE
BTTCHq)
IIUE RfiryE
I|!€
s^lrPt-g)
RA,OUIIIO
@UNTER
rtroN
RElrcUfiON
@{,NTER
couPLEIlorl
xrHc YAm
rlJt!/o/
CUUUUTTVE
WAIN ADOEDo^urts
1'
r4
15
16
17
IB
1g
?o
21
119
44
117
100
29
4B
44
100
l lg
2099
210i
2102
2103
2105
2107
2r oB
21 10
2111
7 z5?
B:OBu:lb
B:25
B:51
9224
9:40
I O:0J
1O:12
8:06
Bz25
B:27p,. eo
9 :04o. a?
9:55
1O:1 5
1O:24
B:45 AE req.
As req.
A6 req.
As req.
As req.
As req.
AF req.
46 req.
As req.
As req
As req
As req
Ae req
As req
As req
As req
As req
As req
104
112
120
128
136
144
152
150
l68
t
t
b
B
4
B
t1
0
3
3
3
TESTilL sll,lP(nr)ArR
co|lE}{r(r)
WET UNTT
WEFHT(Pcf)ilTLD
@r$nflE
TT}IP€-
RANNE
cF)
Rf,IA&(s
13 4 1/2 6.8 139.8 71 { cyli-nders cast
Truck no' 29 delayed in placlng
concrete due to contractorrs equip-
nent problens. Balance of Truck no.llp was placed ln Stair $o. 11 , wall
pRocREss REFoff Total pour for {lO0 ruix was 168 yds. Tirne was observed onall trucks. Relocated pumper for I'rix A wall pourr
^t^orEre
Michac I l}arbcr Arclti tccturc Ivr''r 'r' Andcrson I llastings; Gary Murrain
PCL Constructlon Scrvlces;
URS Consultants;
BilI Carr Steven L. Paw1ak
REI..D OSSER/ER APPROVED FY
ClrcnONorthcrn.lnc,Coo..fi{ t|r'}r.d ai :dr{t t
REPORT OF CONCRETE PUCEMENT OBSERVATIONS
at A ltntA liorElu to cl,tml l'r Ff E rrn qllavrI. al ,rff!nr! r ( F r|fD ar l'r ocr-ftrn r-,rffftiw or qt d f'ffi ,|'rt ,{'nll!z tDl mi A|tta-
trp q Jrarf,t [, ooraulrr ort trri$Tr rRta or [c 6a q,r nrrirn-o rl-inco rgxip dt twttt]l lrfnorA- S^rrntt tll E ol]Fctro f ]-nr lE Ir€ E
oq|.r.[fE Urllll nflat ,nrrrlxtt FE ,r'Ito llt '| ttrnl[,
^
.rri+5 d r,.{ttttt-lrt r{ ..'nrrib
a-ir h GIll{ afiO
TO: 19vp orr vnrl JoB No. 4 3eB e0 D Ie g/?/goAttn: Mr. Stan Derryrnanp.o. Box 100 DA,tLy REPORT NO. 68 sHerr 6o16
Vail C0 816s8-0100 6M1CE No.
$!!Egf Arl(li ti on to Vai I 't'r:nr sl)oltlt i on Ccntcr, Va:i 1 . Co l or-atlo.
sPEctrnAlff! SuruPsffi i{esteril{ to. .0, 3000
3n-5tl ^n
co$IENT 4-816
ATSEHT TEIPER^TURE nnrce 5,6o-9gop
.IET
M).mrc{MI IrcTET
ML TD€
EAICH@
lluE
ARE\iE)
Tlrr€s r|Pt-ED
Rn0(xDof{
@tJI{TER
EOO{
RE\Ournotl
@UXTER
@rPt€noil
CUEC YANE
t-orlo/
ct uut^ltvE
WAIER ADOEDo{!o$s
11
23
242'
26
4o
114
119
44
150
ct r+
2115'
21 1B
tl
a1
1
+Y
20
01
r4.;Io
12:37
1 :1J
te
12
c2
45
gs feQo
As req.s req,
.A,rJ I'Cq
As req
As req
o1t
24
32
40
0
rESr
Mr.
surr?(sr,^|RcotfiE{r(n
IET UNTT
WrcHT
(Pcf)
YlEI}
ooisRnE
TE'PE-
RAlrnE
cF)
RETAfU(S
?2
23
? 1/2
4 1/2 7.3
7.2
1 59.'
39.7I
/c
71
Balance of load reiected
{ cylindera ca6t
pRocREss REpoRf Sarnples taken from truckr PumP in use. Tirue observed onall trucks,
,r.a.iF. Mi chac I llarbcr Arcl'ti tccturc I
furdcrson I Ilastings; Gary l'lurrain
PCt Constructiotr Scrvlccs;
URS Consultants;
g111 Carr Steven L. Pawlak
RE"D OESE:FYER APPROYED ET
Cl,ren€Northenr.Inc.C,on'|rurt9 Entla...! o?n 5d-iLt
REPORT OF CONSTRUCTION ACTIVITIES
rs A r rmrt Ftirtcmx to clr rr, nf, FrtrE lro tl-rsttwl Ar ttlt{ft! ^ft sl[.tltD as nf, corfrr]rnrt-,pF rtY or crt crrxra rt1o lltnotu^'trtr Ft tul Dr-
rr (r ',^r,.rrs o.r€ru*.., (r rrnx:[ rFq. rn RFurirxr cn ntnoiri-rs"finiu ntiiiim-dn inrrnn'ii'rnona sfu: r E DGFmr or r[t lullo 6
c;rrr.rrut ultss onui tailrqttrug N( rgttll lo ll{ fnlrg
^
.nrr- .. r[TtX]o.. o, .'itar-
rrrr r|o. CEIC a/lo
TO: TOWN OF VAIL JoB No. 4 398 90 DATE 9-8-90
Attn: Mr. Stan Berrnnan DAILy REpORT NO. 69 SHEE; 1 OF 4P.O. Box 100
Vail CO 81658-0100 llwOlCE NO.
PRqJECI Addition to Vail Transportation Centcr, Vai1, Colorado
WEATHER CONDMONS A}ID TEMPERAruRE 400 - 800F.
CONIRACTOtrS CONSTRUCTION ACTMTIES
PERSONNfu
MA,Ofl EQUIPMENT:
ACIMIIES:
CHI}|-NORIHERII'S Sm ACIMflES zull-tjnE Observation, Inspection and Testjrg:
5:00 A.M. Concrete being ptaced for slab-on-grade, Line B-C, Grid 32.5-36 and Line
B"{, Grid 3I-32, ttqw Structurel Density testing of fill being placed at wall, souttt of
AO Line, Grid 33-39 and east of 39; Reinforcing steel bejrg placed for topping cross-
oqer ramp. Line B-C, Grid 28-30.
VERBAL COMMUNICATION WTTH CONTRACTOR, ENGINEER. ARCHrrECT, OWNER
Ivli chae I Barbcr Architecture,COPIES Attnr Mr. Scott Ward;611y lfurrain
PCL Construction Services' Attn: Mr' Dentry
Wood
Chen€Northern,Ins tu;dhl b*sr rta SdQtL'
REPORT OF REINFORCING STEEL OBSERVATION
lt A |r,frut ?ElTCtDr lO alrHl!. n( |ttE rT r d-RnVft Al frlql! 'rt af,fmD At ll{ O(t. rtl{nrt--rittifY G qT Cr-fxtlt l'O A'nCRn rDl tIf, PtI('c -
rrr. c,- sr^'.r,la coxq,,qr. qr rr6,rcrr r"'"l 1rr r1orma crr rrofr-c-Eiiio--xjd.i-irrr -rwr rtx iirmrrr- gcrr: rrr E rFtll' cr- ,fta l6rrE [t
corFtrlrD t'l-ltt onlt ,n+rllrxlt |lt ,|IIID lo x ffinDrl
^ n-r-., r"lTliXl nr rr ooarqcrr
tr|r tlr, Clal laA a^O
TO:
TOWN
Attn:
P.O.
Vai 1
PROJECT
OF VAIL
Mr. Stan Berryman
Box 100
c0 816s8-0100
Addition to Vai 1 l'ransport at i on
JOtt NO. 4 398 90-
DAILY REPORT NO.
il.{volcE No.
Vail., Colorqlo _
DATE 9-8-90
69 SHEEr 2 OF
Ccntcr,
STRUCTURE Rarr[O
LOCAnOI rrfv rxx{
RE0tFORCS|C co|Iltofis
\/trnc.AL HOaU'Zo.{rA
Line B-C/28-3L Level 4-5
110 Rcfi^ts +4 e
l_2" O.C.
83 llcn^rs #4 G
8" O.C.
55 RCI^/s #4 C
12" O.C.
83 #5 @ 8"O.C.
-bF and rkrttcrn
North to South
Bottcm
East to West
Top
East to West
Ib,p Lap with #4
East to West
All Rebar is upoq' coated
spEcrncArnt3 $Et cRADe 60 El nexs useo
ROr|FrncD{c qr ilu{€s! clean E st|oe DR^HltG us@
cl-E RAI&E ,rlID OOIIR As Reguired E COrrnrcron plseo
snrc|ro: sPECtrcATEir* As Required El ru[-nse oosiEFv rloH
8 R sl,Profirs! TYP€ 3/4" Slab Bolster 0 prrr-nur oosErw roN
F EH llP[,ACE COI{'urrcEH'cm ffi,ffi #fl,ffiSn ne-ffir'eo
DOAlf|rIE) RE-DO\XIND
PROCRESS REPOFf
Michael Barbcr Architecture,
COPILS Attn: Mr. Scott ltlard; Gary trturrain
PCL Construction Services, Attn; Mr. Denny
Armourl Anderson $ llastings;
URS Consultarlts. Attn: Mr. Lcs Wood:
B. Carr S.L. Pawlak
RELD OBSETWER APPROVED SY
Tol 19p1i1 ot: vAIr, JoB No.4 39s 90 DATE 9-8-90Attrr: Mr. Stan llcmyman
t).O. Box 100 ' DALY REPORT NO. 69 sHEEf3 0F4
Vail C0 81658-0100 tN\plCE NO.
lEqrECT Ad(lition to Vai I 'l'ra n sport at i.on Ccntcr', V;ri. l. Colorarlo.
Western SF&fE $pirs3 SrIJUp 3"-5" An @irll}r 48-BB
slrPPUn }bbile uD( t.D. B 3500 No Air ^rsoIl
ru.pER ruFE R '€E 60o - 90oF.
lEir
NO.
TRI.EI(
HL
ICXET
t{r.TIIIE
EATEIIEI
TIUE
ARRffiD
Trl€
s^r|Pt.ED
REr,OUfiffi
COUNTEN
EOOI
Rf\ou'Inl
@UNIEN
couPt-EIlot{
3{nrc Y &)5tsD/
CUUUTAfiTE
lfArER
^DOOc ulsts
1
z
3
4
5
6
7
54
100
LL7
44
49
114
48
2L31
2132
2L33
2134
2135,
2I36
2L37
4243
4: 58
5: L4
5: 28
5:43
5:58
6: 13
AIVI
A!4
A,I
Aivt
At4
AII,I
A[4
4:56 Al4
5:14 Al4
5:30 AM
5:40 AIvl
5:55 Al4
6:07 AIvI
O:'ZS eU
5: 45 AIt{
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
16
24
JZ
40
48
56
6
a
7
5
0
J
4
lEir]{L su,l?(rlr)AN
@TNE}|T(r)
IET UNTTwslr
(Pcr)
YITID
@NCNEIEID'P€-
RATUTE
cr)
REIATU(5
3 s 3/4 14L.2 7L 4 Qrlinders Cast
Sanple taken frcrn truck, tr>tflql in use.
Time obsenred on all trucks.
PROGRESS REFORI
.-nDrFc Michacl llarbcr Archi tccturc I
Andcrson G llastings; Gary Murrain
PCL Construction Scrviccs;
UllS Consultants;
B. Carr S.L. Pawlak
REI.D OBSE}WER APPROVED B'
ehenONorrhenrlnc.Cdrruof [tgh...r crl Sdct rb
REPORT OF CONCRETE PT.ACEMENT OBSERVATIONS
At A lrnx, tFltGtE D ttttltt, lx( F;E rro u!f,lwx ftr itFrtnt rJr(:tF TffD ar t'r cotfD'Iw-tfi?fllTY (r dr dfxnt l'o lltnrnd'Aln' 7fl |(/ -r -
ymr {. :.r rytxrl cor{rri.r.r oe rlr!}.cnr rr r (r rtq.r€ q,r ruuri-d^irirvio'-rriiir -ar -rmttN ll'FnqtA- s rtitrt rrl E DoF(nD crT tlr iEnr€ B
octtf|tD t a.|ta gno ,rrrrrxtt *L x'ltD ro t| lKltlc
a .n ', r.[Tiij-lr* r r-4rrr
rrir t\ Clall{ t/t
To 'rotvl't otr VAIL JoB No. *- * t^* t*-Attn: Mr. Stan llcrryman
t).O. Box 100 D tLy REPORT NO. 69 SHEEr 4 0F 4
Vail CO 81658-0100 tN\1gtCE NO.
PR(UECT Ad(lition to Vni.l 'l'Tan sPo rt;rt.i. on Ccrrtc.r.. Vail, Color:atlo.
Western sflerf,Arxlut slurp 3"-5" A,R cor{re{r 48-89
srrPPLJER l4obile tro( t.D. B 3500 AaE T TErp€RAruRE 61r.1qE 60" - 90"F.
IEST
Hr.TRrrct(
t{L
ICKET
M'.Tl|rE
SAIENT@
Ttu€
ARNryE
Tr!€
sA|lPt [D
nfi cufix)fl
@UNrfR
IfDtrI
RFftoI-UnOlt
@I,NIER
couPt.EDor'l
CUBC YIGt-o!o/
CUUUIAIM
w^lrn ADO@
oAlloa{s
I
9
r.0
L1
t2
13
L4
t5
1.19
54
L00
LL1
49
54
100
49
2138
2L39
2140
2L4I
2L43'
2'1,46
2L47
2L49
6:30 At't
6:44 AI"1
6:58 AIvl
7:2L AIvl
7:37 AIvl
8: 29 AIvI
8:35 AIvI
9:20 Al4
5: 43
6:53
7 tt5
7:35
7 r.49
8: 41
8: 51
9:30
AIq
A!,1
AIq
At4
AD,!
AIt,
AI',1
AI4
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
As Req
64
72
80
BB
96
104
LL2
'120
+4+4=8
+2+6=8
.1
4
5
0
I
0
1ESTMl
gln?
(nr)An
COflIE}{T(D
WET UMT
wEctr
(pcr)
YlE-D
oorrcRErE
TE'PE-
RAII'RE
co
ffnAfd(s
L2 6\Slurp taken atter 3/4 unloaded
PROCRESS REFORT Test sarple taken frcrn the tnrck, purp irt use.
Tfuie obsenred on all trudcs. Total 120 cu.yd.
^n'rFq
MichacI llarber Archi tectur-c;
Andcrson G llastings; Gary Murrain
PCL Constructiotr Servfccs;
URS Consultants;
B. Carr S.L. Pawlak
RET.D OBS$N/ER APPRO/ED ET
ClrcnONorthent.lnc C.fidt r{ t4h.-r ri sd-rrd.
REPORT OF CONCRETE PL\CEMENT OBSERVATIONS
a! A ||,mIa a[ltcr['t |lt .ttxtr. lll Flft rro (r|lttrri xL ntt('rts ^,lt lrrrtt at nf corrt]flul tnfnTt G'on d fxB LrD amrxnlftl mi Rfl,?r-
rD, r naiirr.ri ao.ctras ti ixlrcr: rxr. dt rGori'xt otl nlwri-d'h-:rnto rtxio qrn rfilrDt ,/?Fwa- s{f'l{t rrl E olFcltD cr rr,tl rf.:lt}Il 6
corarnD tra-ai cmrul l|u,Irrrat! xa ,atj to x tr|l.q.
A ''rr.- .r r".fijjii-lrt ', .-r.'l
trrr taa Crtl l,|. a,/ao
ChcnONorthcnr,lnc
;',
ii;i"' a.-rn,q tngl,a.i nr'.l 54r-dh{.
REPORT OF CONCRETE TEST CYLINDER DATA
rt^vUnut.Bn'rrcJr'.n'q[|[:.\Il|tFl[r!odntt|.w\,|ln'JT}fr5,,|fstmr{rnrDA!T|tfr,!frrx!n^|'|'r|'frrd
rr.lrr or rtAtt n,-t4s. fJrf€t thrt6 on txtR/r:rilorrlt.||tr urn tss on||n |tr|w{|r rJttrls lJrt LJlt t.u lo Ir h_xrllrx;,
^ "'-.- o. r.;1[ed,o or .ohponr..
To: Joo No.4 g9g 90 DATE: 1o-9-loTOIVN OF VAIL
Attn: Mr. Stan Berryrnan DALy REpOI-{T NO. SHEE1 i OF 2
P.0. Box 100
Vail CO 81658-0100 lM/olcE No.
PRcrEcT Addltion to Vail Transportation Center, Vail, Colorado,
PIACEMENT LOC41ION:Slab-on-Grade,Level 1 to 2,Line B to C, Line 51 to 33;
BATCH TICKET INFORI,IATION:
SUPruER We-stern Mobi lc rnucx Ho. 49
nuE BArcHED 8:51 A.M.
TlcKcT No. 2713 wx DEs,cN tlo. B cu. 'YD, B
nuE AnfirvED 9:01 A.M.ruE PucED 9:14 A.M.
FIELD TEST1NG INFORMATION:
lruE TEsr rru<or 9:25AM sruup 6
JOB SPEQIFIQ{NONS
IN, AJR
IN. AR
CDMTENT -- z yt[t UNIT wEcl n 747 ,6?ct.
coMIDtT .__ I WATSI IDOED-AI SIIE
SAIPLE ]E}TP.
Gal. nDTARX&suJuP 3 - 5
70oxR rulP.40oF
24 of I2B ytL3
CYLINOER INFOR},IATION:
nO. oF CnJNoEnS 4 cralllDEn slzt:(rl| Y 12rl IME cn-tND[Rs c^sr 9:38 A.M. MTFIE c{sr on.-sitc
CURINC INFORMATION:
rNnw cuRE On-Site Ra.o srofucE FAcrrmEs Cure Box MN./M^x. o TLnuE ar wr10-10-90
ralE srnrFp@ 10-10-90 By: S " Urton nE r fixs
ACE
DA'r€
DAIE
]ESTED
TOIAL LO,\D(uls)
Dr uElfjl
(0'lclrEs)^Ilt^(sa. rr{.)
coMP. fln.
(PSD
TYPE OF
trucTUnE
CNJNDF'T
wE offr(u$)
CrUtlD€n
uNrr wuc|fr
(r.cr)
7A
28A
2BA
28A
r.0-16-90
11-6-90
11-6-90
11-6-90
87,000 6.00
6, 00
6.00
6. 00
28.28
28.28
28.28
28.28
5080 con/sp1it
OESICN S'R€NGTH 3500 Psr oza D\Ys
rf,tns rt wlqurofit r{ Rs{rlrrtl ^ a ol f(trrt(|r}ral t/lrrl Ar'r'll7trf f,frr, rrlllh(rli tn{f.:s ontrxvYlfl: }lolfo
lorrf, lll,ollra^llon oll lllts lLSr l|trlrlr u Y m fft(^tr)fD ttl ollllftt'
PROGRESS REPORT:
Sample taken frorn truck discharge, Punp in use;
coP,Es x;::*"T'li::.ffi11'"cture;
PCL Construction Serviccs; Wcster:n Nlobile;
URS Consultants; Mr. Cary Murrian;
B. Carr T. Laudick
FIELD OOSEFVER EPPROVED TT
ChcnCrNofl.hcr-n,Inc '..rrur{ trgt'&tt .t, scl-r}.r.
REPORT OF CONCRITE TEST CYLINDER DATA
r5lvlmu|FF0TfcTrNctt'xT|!n|rnntE^'|nqt8t'l'w\,t!nf'txflsl,|i3lrn.rnrDA!|fr.|'rtxl.ltAt'rroPfrf.fo|l,lc|.fLno! ar q^rr {tt0s. rt l:t tr.irt6 00 fxmA:rt rTn{ ft 4tG nD[m
aoufltnD ur{Ls3 on{t {rwqlrlxls rr{. |.rrl lu lo |tr wRrllllc.
^ '*rnr of ti. I I lll | | e.n F or como6r-
Tat.rv:
TgWN OF VAIL JoO No.4 398 90 DATE: 10-9-90
Attn: Mr. Stan Berrynan DALY REPORT NO. SHEE.r 2 OF 2P.O. Box 100
Vail CO 81658_0100 lNVOlcE No.
PRGTEGT Acldition to Vai-1 Transportation Center, Vail, Colorado,
Slab-on-Grade,Level One, Stair No. 12;
IIATCH TICKEI INFORIiIATION:
suPruER l{estern Mobi 1e
IIIIE IArcHED
llcKEt lro. 2729 MU oEslcN }lo. B cu. YD. 8rnucK ilo. f14
l2:43 P.M.IIUE ARRN€D 1:02 P.M.T]ME PtrCE) 1:12 p.M.
FIELD TESNNG INFORMATION:
TIUE IEST TAltE}l ,l ; IQptvl 3LUMP 4
JO0 SPECIFEAnOITS suJuP5-5
tN.
tN.
Arn col{TE}frs.0; wE'r uNr wEGrJtI59.8
JR coNTsJT T WATER ADDCD AI slTE
0"1. sr.rrP[E forp.690 ,tn rr!r,.40oF
6 c<rt. nol^Re120 of 128 yds
CYLINOER INFOR}"{ATION:
NO. oF CYLINDEIIS 4 cY1_tlloER slzE 6l| x 12rr l',rur: o/LTNoERS C,|usr 1:30 P.lvl.wltutE c^sr On-Si te
CURING INFORL{ATION:
lNfluL cuRE On-Site Ro-g sTonAcE FlcttmEs Cure Box M1N./M x. M]E/nuE ,r,r regl0-10-90
o lE sIRrPptD 10-10-90 Urr s. urton nEr RXs
AGE
T)^\5
IUTE
TESIE'
Tot L r.o D(rrs)DUT4ETEN
(DtclrEs)NlFA(sa. rN.)
couP, $n.
(Psr)
TYPE OF
FIIACTURE
CY1JNOER
wEto+lT
(urs)
CTUNDFX
uNtr wocllT
(Pcf)
78
288
288
288
10-16-90
11-6-90
11-6-90
1_1-6-90
108, 500 6.00
6.00
6.00
6.00
?8,28
28.28
28.28
28.28
3840 conf shear
OESIGN SIRfNGTH 3500 Pst o za o,rYs
fESIS ft llDOi^fOJn |'fttsdt|ln A,lf tl lr.tf)no lr:f ttnl AtrPl n fif Aslu uf-lll(,|ti l'rllfs; OrlltjtrYt9e l|oltD
50rf, llltotlralloll oll tllls |LSI RtFo{lI 14 Y rf l"iq/$(D ttY olllcftS'
PROGRESS Sampte taken frorn truck discharge, Pump in use;
Michael Barbcr Architecture;uL,rrLJ Anderson fi llastings;
PCL Construction Services; Western lt'lobilc;
URS Consultants; Mr. Gary Murrian;
B. Carr T. Lauch ck
FIELD Ot.]SEJil/ER APPRO\&D Ff
Chcn*Nortlrcnr,lnc '..alll vt (r9llBr i'<, S.l'nhl.
REPORT OF CONCRETE TEST CYLINDER DATA
^.sAuUnwfri'rcTn{lo.]tF'rT:Ll|tnEt^'l.'ot,i.I|.!r5'^l!I'ri.r'n5^,rfi(mi,in'DAlirrfcot'1rxxrw..flfnn.. or ! lttrurtns. cnft trlrfr< on fxfrr.:rs4ovr\.ttt|| ur4t5t olllft ,{t fo(lrt o5 r,ll lraJnl_ll lo Il w|||lllr;.
r .<6r, o. u- | r-tiiTl c-+ o( .6010.!!-
Joa No.4 398 90 DATE: 10-10-90TOIVN OF VAIL
Attn: Mr. Stan Berrl'nan DALY REPORT NO. SHEEr 1 OF 1P.O. Box 100
Vail CO 81658_0100 tr,volcE No.
PRGJECT Addition to Vail Trnnsportation Center, Vai1, Colorado.
PIACEMENT LOCAIION:Structural Slab, Stair No. 10, Levels 3 to 4; Footing, St-air No..J..l.,
Lines L3"3 to J4.2, 40' South. of Line A;
I]ATCH TICKET INFORMTION:
SUPruER Western Mobi 1e
NME BATCHq)
]nucK ilo. Lt7
2:16 P.M.
TrcKEt lro. 022477 Mtx
nME ltrnrvED 2..26 p.M:
ooo* *. Mil A cu, Yo.6
25
TIUE Pl,ircen 2:30 p.lvl.
FIELD TEST1NG INFORMATION:
TIME IE'r TAX€X 2:35PM sLUuP 4 AIR @lrTEflT5.9: WET UNIT WLrclr f 42.6
ArR CoNTE},IT 4-g I WARTI AIDED AI stIE
s JrPLf TuJP. 620 ,ttt turr. 65op
Cdl. nor^rlKs: 12 of Z) ld.3
?".1.
0
Ifi.
{}r.JOO SPECtFp{nO}$5LU!P 3_5
C\1JNoEll lNt OItlitATtON:
lro. OF CT1INDFXS 4 rluE ct,r.tNDeRs crsr 2:50 P.M.CYLIN0E StZl:r)'' x 12rl WHERE c^Sr Or-r-Sitc
CURING INFORI.{A]ION:
rNrIuL cuRE: on-Site no, sroRrGE Flcunrs MIN./M X. oArE/nuE ar wr" 10_1.,1_9(
0ArE SIRIPP@ 10-11-90 , rr: S. Urton RE},(ARXs
AGE
DArS
DAT€
rES'IE)
T TAL LOAD
(Los)
DTAIIETt:N
(hrclrEs)AJIFA(sq. rN.)
couP. sm.
(15D
TYI'E OF
fIUICTURE
CruNOFfl
w€.lcllT
(LlJs)
(;ttlltDeR
u\tr wEGrfi
(Pcf)
5
.7
2B
28
10-1s-90
-10-17-90
-11-7-90
11-7-90
67 ,000 6. 00
6. 00
6 .00
6. 00
28.28
28.28
28.28
28.28
2370 shear
DTSICN STRENCIH PSIo26 DYS3000
rESIS ttt l/Iryt rofi .t,t5,ar,rn. Araf Dl rarifro rt:[ i'rnl ^t{lx2vrt l!<tv ,lt-llxx):i l,ln t3i onlt-tt1lYEf, llolfo
50ut lrt uur l|oll oll llxs llsr ,.U\)rlt l4^r tI- T'|('vlDtD |tr ollltns.
PROGRESS REPORT:Concrete was placed
truck discharge,
fonns with a purnp; Sample rrras takell from theLn
CO'IES Michael Barb.er Architecturc;
Anderson ll llastings;
PCL Constructi.on Scrvices; Western Mobile;
UllS Consultants; lrlr. Gary l.'lurrian;
'S" Urton T. Laudick
FIELD OT]SER/ER APPROVED B'T
Chcn*Northcnr,lnc ',x-d&{ t gl,r.fr onil g.lalhl.
REPORT OF CONCRETE TEST CYLINDER D,ATA
^3^UtmutP||olIcTli|mn|r'm..nltit|t|EA'|o0ti3Il.vri.rtlnrm,nsl/'':,tnntIrrDA<ll|rcor'ldrtulEn.Ir'Yf'd,Rcl,[m:\,,lon|,^liIrrot at start {t trT! a:orx;t.t6nrE o[ rxmlcr:t
':orrnlDD uxu5s onrti ,nrq'rx)rtM3 urf. |.'allD lo lrr r||{rlltlc.
r ni-!rr* rr ,-liliillo.-, or co,nro,ir..
?r^. JoD NO.4 398 90 DATE: 10-11-90TOWN OF VAIL
Attn: Mr. Stan Berryman DAILy REpORT NO. SHEE-f 1 OF lP.0. Box 100
Vail C0 81658_0100 lNvotcE NO.
PRc'JEcr Addition to Vail Transportation Ccntet, Vai1, Colorado.
PIACEMENT LOCAIION:Entry }llay Apron, Slab-on-Grade,
Slab on Deck, Line A to C at Line
A-17 nnd A-?R:
Station 11+00 to Slation 12+50;
33t 01d Stairway Caps at Lines
I]ATCH TICKET NFORhIATION:
sUPruEn l{estern Mobi 1e
NUE BATCHED
ncKEr No,01 2767 Mtx oEsrc}.r nrc. Mlf C cu. yD.B
A.M.
'muo( No. 104
il":2i. A.M.nuE RRIVED L1:3L A.M,nME PL,rco .11:40
FIET.O ]ESTING INFORI,IATION:
lluE IEST Tx€|1l:504M StuMp
JOD SPEC|nCAnO|rs SLUMP
srrrPLE rElrP.6so Nn tlr4go
col. n$r'rnr<s: 52 of 56 vd3
pd,
6
tN.
rN.
3
-) - --t
An colfTEl{I6.2 ; wEr uNff wtfrut 142.2
AR CONIENT ;t \{AIEN ADD€D AT SrrE
CYLINOER INFOR}I^TION:
NO. OF C\AJNDERS 4 ciruNocn stzE (lrr x 12'l ' Mr: cruNDrRS CJ\sr L 2 : 05 P. M.wflglE C^sr On-Sitc
CURING INFOR}IATION:
llltluL CURE On-Site RttD sitonrcE F ctunEs Cure Box MN./[a(, oA.I[/nME AI l,A&._10-12-gC
o^IE SIRIPPS) 10-]2-90 $/: S. Urton nEffiK*
ACEo)6 DATE
IE TE'
T TAL LqAD
(LDs)
DU'{EIlfi( .rc'rEs)NIFA(sq. rN.)
couP.5m.
(PSD
T/PE OF
TTIACTURE
CTUNDFJi
wE oalT
(uts)
cfulto€R
UIIII W]GIff
(Pcr)
7A
28A
28A
284
10-18-90
11-B-90
11-B-90
t-1-8-90
95, 000 6. 00
6.00
6.00
6.00
28.28
28,28
28,28
28.28
3360 con/shea.r
oEstcN sIN€NGfi 4500 P$ o2a D\16
IE5T5 ttY LAl|OalAIotlt rlfR:rrorn. l f tft f(a.arrrrr]&f, I'lDr ^pnt]rrf A<tr, !r-llF)it5 tnlcss onll,fillrsE ltoltD
3otlf, llo oriu l|ofl oll lltts ILST ml!fll r{ Y tI: t to?lD(D try onll'ts'
Michael Barber Architccture;\'ur-lLJ An<Ierson fr Ilastings;
PC[, Construction Serviccs; Wcstcrn Mobile;
URS Consultants; Mr. Gary Murrian;
S. Urton 't. Lurrilick
FIELD OT]SETWER APPRO!€O IJY
ChcnirNorthcnr,Inc '4,*rll,nt LTtld. nnr, Scl-lkr.
REPORT OF CONCRETE TEST CYLINDER DATA
{!^gtmWPno'TcTrHrofr{T!ntfF|'nr^,|o('i,F3t|'vT\-|tt'irr'fnnsr,rf:llmaftl.DAtt|fro''tx|.lwi'r''f'rrVq..'im|:t'.rno||(r$^rv'rrtG'||ctl6(t6olrxl'|.:ts'lo{fnn|c^,|o|'r,ounnrxrris-'ri.'niiiliirloll;aovnlntr uDtl.ss on{,l frlfi^l|(r|t}|uns ,J!l ,6rnro ro lrl $(n[rc.
^ tur*, o. u-lilrrt I o.*" or c6r{.,r..
r.d Pr. Cr.tl lt^ a/go
TO:
TgWN 0F VAIL JolJ No.4 398 90 DATE: 10-11-90
Attn: Mr. Stan Berryman DALY REpOt-{T NO. SHEff 2 OF 2
P.O. Box L00
Vail CO 81658_0100 f{votcE No.
PRoJEcr Addition to Vail Transportation Center. Vail, Colorado.
PLACEMENT LOCAI'ION:
L4.2. 40r Southnf I ine A
South Footings,
of Line A; Wall,
Stair No. 12;
Stalr No. L1,
Walls, Stair No. 11,
Lines 10.9 to 11.5,
Lines 1-3.3 to
40t-60r South
[]ATCI{ TICKET INFOR}/ATION:
SUPruER Western Mobi le
TIME IIATCHg)
rnucx Ho. 119
5:00 P"M.
'ncxEr No. U 2774 MX DEsrcN rto.2/l,tirx A cu. w. B
nME ,^RRwS) 3:08 P.M.TIME PLrcs) 3; 09 i, .l{.
FIELD TLSI]NG INFORMATION:
luE rEsr rrr(Eil3;1s Plvl sLuup
JOO SPEC|nCAnOITS SLUUP
lN.
tN,
An comufi 5 .2 : wEr uNr woo'fiI 1,44 .7 d.
ltR coMrsfi .lw lut IDD@ AI Sm d
3ArrPl,E lE P60o xtl IElP6gol.
fhl.
CYUNOER INFORMATION:
NO. OF CIIJNOF-RS 4 Cffrorn srzE (rrt x 12ll llUE C NDERS CaSr 3:30 P"M, MrEnE c^st on-Site
CURING INFORIJATION:
lNlTlAL CURe on-site RELD sTOITTCE FACIUIIES cure Box MtN./l/a( o lEnME AT tln 1p_12_g1
o^IE SIRIPPg) 10-.12-90 Br: S. Urton Rr-lr(tlK&
ACE
D \1S
o^IE
rEstu)
T TAL LO{'(us)Dr xnEn
([JCflEs) nE(so. rrr.1
couP. sTR.(lst)
TYPE OF
frucTune
C.YUNDFR
w€rarr
(LrJs)
CYLIIIDER
uNfr wllca rr
(Pcr)
7B
28
2S
28
10-1 8-90
11-8-90
11-8-90
11-8-90
84,000 6.00
6. 00
6.00
6.00
28.28
28.28
28.28
28.28
2970 con/sp1it
OES'GN 9RENGI}I 3000 Pst o 2a DAYs
rf,s|s ItY U{E.UrXrY FfFsaf|tlrl. Mt |ll raar)fllr ]rf w'nl rPt'l x'-.rlf altu r.inlxtos lltll|:ss onlfjlll'Ef tlolfo
30ll€ lllo.$r l|o{ oll llltS lLSr Rfrro.lr U Y tf, lltovl0fD ItY olllllts.
PROGRESS REPORT:Concrete was punpcd into forrns. Sanple uas taken from the truck
discharge..
cnpttrq Michacl Barbcr Architecturc;
Andcrson fi Ilastings;
PCL Construction Services; Wester:n l{obi.le;
UllS Consultants; Mr. Gary Murrian;
S . Urton T. LauJ i. ck
FTELD OOSETWER APPROVED fi