HomeMy WebLinkAboutVAIL VILLAGE FILING 1 BLOCK 5D TRACT B C VAIL TRANSPORTATION CENTER 1976 PHASE 1 GENERAL LEGALTown of Vail
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24 HOI.'RS ADVANCE NOTIG
REQUIRED FOR INSPECTIONS
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Building Valuation
Electrical Valuation
Permit Fee
Inspection Fee
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Electrical Valuation
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APPROVALS
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THIS FORM 13 TO BE POSTED (,1{
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2' HOI,'RSI ADVAI\ICE NOTI(E
NEQUIRED FOR INSPECTIONS
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nI,NCITTICAL PERMIT
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Date of AfplicatioX-...-".-".
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Applicant-
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THIS FORT Ig TO BE POSTED 01{
.IOB STTE DURI]IG GONSTRUCTIOil
2I HOIJNS ADVAI\ICE NOTIG
NEQUIRED T1OR INSPECIIONS
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THIS FORilI I3 TO BE POSTED ON
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24 HOI'RII ADVITNCE NOITCE
REQT.'IRED FOR INSPECTIONS
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24 HOUAS ADVANCE NOIICIE
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F:T,IilCTRICAL PMMIT Job N
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Building Valuation
Electrical Valuation
Permit Fee
Inspection Fee
Total Fee
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2{ HO[''RS ADVANCE NOIIG
REQTJIRED NOR INSPECTIONS
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Date Paid--.---.
Received By
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Town of Vail
F:I,NCIRICAL PERIITIT
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Building Valuatton
Electrical Valuation
Permlt Fee
Inrpection Fec
Total Fee
222
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2A HOUNS ADVAIVE NOflCE
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Town of Vail
1}mcnnrcAr, PERMTT
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Total Fee
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220
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THIS FORilI Ig TO BE POSTED ON
JOB SITE DURIilG CONSTRUCTION
2I HOI.'RTI ADVANCE NOTICE
REQI,'IRED FOR INSPECIIONS
s '3.a,..1.3-2.4
$ 84,r'-!
$ . / a{,.1!.
$......?..€8,.p
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box 100
vail, colorado 81657
(3031 476-5613
office of the town manager
$3800.00
4000.00
2500.00
500.00
?
TO:
FROIiI:
RE:
DATE:
Terry Minger
Harry Ziegler
1976 Projects for Vail Trinsportation Center
lilarch 5 ,I97 6
1. The following projects are considered "necessary"for the final compl-etion of the Vail Transportation
Center. They are listed in recommended priority with
approximate completion costs:
a. Put dry sprinkler system in operation
and install- earl-y detection fire warning
in VRA with rezoning of building.
b. Seal conduit and junction boxes with
wax for water proofing (May be contractorr s
cost. )
c. Install fLexibl"e hose connections be-
tween 4" main to ramp and suppJ-y lines in
ramp to stop glycoL leaks.
d. Repair water leaks in joints on fourth
level. (Combination expense bett'een town
and contractor)
e. Provide better ventil-ation in the VRA
sPace.
f. Provide CO detection in the paid lot.
(Jim Lanont will provide requirements after
air sampJ-ing is conpleted. )
g. Repaint yellow stripes and driving
lanes. (Getting bids on this)
' Terry Minger
March 5,L976I Page 2
h. Install hanging clearance signs. $ 650'00
i. Seal west waII in VT & BAI space 0
and instal-l vent. (Bradway will install
at his expense)
j, Add additional spot lights to north ?
liae ot terminal for ContinentaL Trail--
way buses.
* k. Outside ski racks G 600.00 (Include 3600.00
possible means to convert to bicycle
racks for sununer)
* 1. Kiosk wal] racks (to be built by 400.00
Mike Savage as soon as Possible)
m. Cover stairs east of paid lot elevator 3000'00
n. Paint inside wa11sr25r stripe on ?
ceiling and stairwells white (Getting
bids, g'uess 913,000)
o. Get "as built" electrical and mechan- 1000'00
ical plans for VTC and mall.
2. The following projects are considered "nice to have"
for the final completion of the vail Transportation center.
They are listed iir reconunended priority with ap5rroximate
costs:
a. Sandblasting X-roads and Avis tunnels' 4500'00
b. I(iosk clock 4000'00
c. Planters and fLowers inside VTC and Kiosk- 1000'00
d. Outside furniture for Level 3 next to ?
snack bar
e. Bicycle racks if ski racks won't convert ?
f. Graphics inside the Level f tunnel. (Jin
Lamont wil-l provide the design) ?
S. Col-or TV for waiting passengers 500'00
I
. Terry Minger
March 5,L976
Page 3
3. Based on your review these items from the building
inspector's final inspection may have to be added to
paragraph 1:
a. Redesign the entrances to the two covered stair- ?
vrays. (Doors open invice out. The current design was
approved by Ben Strahan and Mike CarLisle. )
b. Add additional exit directions in the stairways,
ie. direct people up to exit.
c. Add additional handrails to plaza steps
d. Additional lighted exit signs have been
ordered when recornrnended.
e. Based on Hertzts decision to move into the
VTC, either the chain will be moved east to the
drive-thru or standards wiII be used with the chain
in its present location.
4. Projects that were considered and dropped:
a. Automatic door openers,/closers . $10,000.00
b. Suitcase lockers 10,000.00
c. Counter,/racks for Orv Peterson 21500.00
cl. Additional hanging graphics for Kiosk 3,000.00
e. Closed circuit TV ?
f. Redo X-roads grade and tunnel entrance. ?
(Contractor will repair the snow melt that is
inoperative)
5. MalL Projects:
a. Trash containers- weight VTC containers and
place outside. Pick new design for terminal. ;(Jim l,amont wilL provide new design) Concrete ' .:
containers cost $121.00 each FOB Calif. that
match the VTC glascrete.
b. Gaslights to electric. Will be a part of
Public Works master plan for town.
c. Build the information Kiosk. (Jim Lamont will ?
get plans to Mike Savage for estimate)
Terry Minger
ltarch 5,L976
Page 4
Transportation Center
HHz/st
o
d. Cover electrical paneL. (On 17 March 76 ?
George Girvin will review- Mike Savage to
builcl)
e. Epoxie patch spal-ling concrete. (Recorunend' ?
ation was to replace t of squares each year with.
brick. Kent RoLe will contract for epoxie patching)
'f. Heat trace drains. (WiLl discuss with George
Girvin on 17 March 76)
S. Change naturaL color of bus shelter supPorts ?
to that of the toP stained Portion-
h. Add bicycle racks to rnall area. (Kent Rose 2
will review- for possible aclditional purchase of
racks similar to those used in town. will
discuss with George Girvin)
i. Redo the rock planters to provide more access
for buses. (Discuss with George Girvin)
j. Add 2" water valve to main trater pit for
cleaning the mall area. (Kent Rose and lvater
departrnent discuss)
ctfully,
oo
I
'-'D'L(Lrr>rA*Tt*J k
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J**;ft^n rNsr'EcrrCu
TOWN OF
F|EEUEST
VAIL
DATE
TIME
JoB NAME j
RECEIVED- ,--_ AM PM CALLER
E ornen E pnnrreu LOCATION
READY FOR INSPECTION
WED THUR FRITUE PM
EJnppRovED ! orsnpp RovE D E nerNsPEcr
f] uporrr rHE FpLLowrNG coRRECnoNS:
CORRECTIONS ,
INSPECTOR
ru 'uc 88fIt1
omcE oF Fn'izHU3H 3GOTr - AiCH|rFSTS/'LrNl|En$ NC" eO. AgX V73, VAn4 COLORADO 81657 (3113) 4763038
December 20, 1974
Mr. Jerry Aldrlch
Bul1d1ng Inspector
Per our phone conversatlon December 18, I97U, we propose to.1nsta11
a 32t' x 2\" louven ln the south wa1l of the boller room at the
ce1l1ng wlth a flre darnper to provlde adequate ventllatlon &s re-
quked by code.
Slncerely,MW
CC: James Ream and Assoclateg
Town of Vall-Va1l, Colo
Va1I Transpontatlon Centej
Dear Jerr:y:
I
PLUME|TNGi.TMECHANTCAL
TOWN OF VAIL
PEFIMIT
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MECHANIGAL: NUMBERNG: NUMBER
RMIT FEE
Q'4oo
TOTAL FEES: S ll-/
fl
oarc /o//h/76.ll
4r/"-l;ta .Zfn ozt,T
al**,zl 7 /./ Ng Lll
Date of tWrcaaoffi
Electricatcontractot..Ez.k/,=
aenricant.....-d rrd@t *
Town of Vail
FxncTRICAL PmMIT r ou N ur,e..V//.2<J.E* yr.t-..A*#
APPROVALS
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Building Valuation
Electrical Valuation
Permit Fee
Inspection Fee
Total Fee
'.5=..*
$. -3'.'3 -. A,./l?-a - *2-/
Received 8y................... JU'
$..e./.A.....+/./..
THIS FORM IS TO BE POSTED ON
.,OB SITE DURING GOilSTRUCTIOI{
24 HOURII ADV/INCE NOTICE
REQI,'TNED FOR INSPECTIONS
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Town of
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Vail
PERMIT
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PendtFee
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Total Fee 5..€-.{J'..+/.{... .;.,flt
\THIS FORil rS TO BE PPSTED ON
.,OB SITE DURING CO]{SIRUCTTO]I
24 HOIJRSI ADVANG NOTICE
REQINRED FOR INS?ECTTONS
tta a. t ||aaataa ah aritaa tlttll
,o
Di11on, C61o
March 14,1975
City of Vail
Mr Kent Rose
Dear Mr Rose:
The original Electric permit for the Vail Transportation Center
was taken out July 31 ,1974. It was taken out fbr the sun of
fi1526.80 on a valuation of fi225,485.00 -\-"
As of the first of the year I unclerstantl that the vaLue of
el-ectric work was $280,000.00. This would leave a bafance of
#54,515 of which a permit is needed to bring the electric
pennits on this project up to date.
$54,515.00 x $6.30 per one thousand would be ti343.44.
A new permit for the fi343.44 would make this accou:ct up to date.
Very Truly Yours
#"o.*/PH*Edward B Hammer
City of Vaif llectric
a4--/
Inspe ctor
6c4
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TOWN OF VAIL
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
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CORRECTIONS Best
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VAIL
/
DATE \\,&t t\t E UOB NAME
TIME RECEIVEDZ AM PM CALLER
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PLL,MEilTUGi/MECHANICAL PEFIMIT
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TOTAL FEES: $
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PLUMBING: NUMBER MECHANICAL: NUMBER
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REMARKS:REMARKS:
RMIT FEE no f.--PERMIT FEE
rNspetloN
OF
FIEOUEST
VAIL
DATE JOB NAME .",.
TIME RECEIVED- AM PM CALLER
E orxen .€ u *, -- Epnnrtnl.LOCATION
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EAGLE COUNTY
DATE
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TOWN OF VAIL
DATE
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DATE )z - ,r''' "'';;'5
INSPECTOR
JAMES REAM
AND ASSOCIATES. ARCHITEC
243 Kearny Street
sAN FRANCTSCO, CALIF. 94108
Phone (415) 989-2616
-t LETTEROT TMhNSNflITTAL
"^" lz/q/zf l'"""" l/cu'/-ilzn Srhuol'-' , Rui /1,1^-
the following items:
I Samples E Specifications
ro To,.tnot Va)/
Eox r ao
GENTLEMEN:
WE ARE SENDING YOU
tr Shop drawings
tr Copy of letter
tr Attached D
n Prints
E Change order
Under separate cover via
! Plans
coPtEs DATE NO.OESCRIPTION
6Lrut,,nho-, f4o^-/-
t4,n.A L t tl'. Tn-,,^'^ / I ui/./,.',.,//T(
THESE ARE TRANSMITTED as checked
n For approval
,Eb For Your use
E As requested
E For review and comment n
tr FOR BIDS DUE
E Approved
E Approved
D Returned
as submitted
as noted
for corrections
!
!
n
Resubmit-copies for approval
Submit-copies for distribution
Return 'corrected prints
19- tr PRINTS RETURNED AFTER LOAN TO US
REMARKS
stcNED: \-/a A^ Nc/.,--=.
,t ancroruras ara not !3 nota<t, kiadly totify u. et o.lca.br1{t-rr q! b !.!lo. a..ld, b..
TRANSPORTATION CENTER
VAIL, COLORADO 8I657
JOB # 1534
DtcEMBER 2, 1975
PIERCE, BRTNER , Orrrrn scorr, rNc.
ARCH ITECTURE/ PLANN I NGP. 0. Box 2299
VAIL, COLOMDO 81657
ITEMS NOT COMPLETE 11/24/75
PRESENT:J. A. Hyder Construction CornpanyRice, Marek, Harral & Holtz, Inc.
Rice, Marek, Hamal & Ho'l tz, Inc.
James Ream & Associates
James Ream & Associates
Pieice, Briner & Fitzhugh Scott, Inc.
l' Replace or. repair laminated_plast'ic top on front counter Continental Trailway.End joint between pieces bad.
2. Fil'l open joints in counters with joint compound.
3. Rocky Mount.ain Ainvays cabinet that was remodeled _
counter to a smooth radius.
Dress edge of laminated plastic on rear counter
Triangular piece of radiator gri'l I missing west radiation north end.
Change.exit signs in fourth floor terminal to that specified. Exists for dif-frent doors different. prefer exit s.igns crrangeJ rrEm-green to red.
Hold open hook for north exit door west door sticks.
Extend window trim piece south of west heat enclosure down to base, and alsoeast end of south lodge phone enclosur-e.
Paint all blank electric box covers on cedar walls brown to match cedar.
Check o-n changing 4th-floor terminal public phones to recessed with stainlesssteel front with receiver located at i''ignt nina iiaJ. 'ii-stainless
not availablefurnish white. 5At4g A't 3Sg Ff,a,?es\rFrAl-,-
Base laminated beam 4th level south of stair rework wood at bottom of railing tobe flush with wood.
Metal putty cut in railing of balaster north side landing, 3rd level , 5th balasterfrom west side.
Install door on sliding window stack c1oset.
Install lock on north exit door, 3rd level .
Third leve1 cei'l'ing f ightsr sorn€ lights not lit. Level and a1ign light fixtures.
ftt..utVED
John Gavin
Gary Church
Cl i fton Epps
James Ream
John Yoders
R. L. Hiland
4.
5.
6.
7.
8.
bevel top end edge of
west end.
f,lL) I 1975
.J!.MF,; AFAM AND ASSQCIA.T6S-
9.
10.
il.
12.
13.
14.
15.
TRANSPORTATION CENTER
vAIL, C0L0RAD0 81657
JoB # 1534
DECEMBER 2, 1975
o
PIERCE, BRINER & FITZHUGH SCOTT, INC.
ARCH ITECTURE/PLANN I NG
P. 0. Box 2299
VAIL, COLOMDO 81657
ITEMS NOT COMPLETE 11/24/7s
16. Third floor Mens' Toilet, c'lean formica and ceramic tile. Caulk between tileand formica.
17. llomens' Toi'let, remove plywood corner braces on wall light fixtures.
18. Womens' Toilet, install specified fluorescent bulbs.. Those installed are notall of same type.
.|9. l'lomens' Locker Room, remove tape under 'lockers on base.
'20. VM trash door, install cylinder lock on existing'door or supply new door withkeyed.1ock. ., .
2l . -' vM space main,reception window,, extend glass trim through opening.'- -.
22. Fi'll ioints dt connections of'l aminated-beams, 3rd floor, north face of landing:
23. Repair laminated beam, fourth'l evel top of stair, east side, splitting out atrecessed bottom handrail.
2+. 6R|ND vvba1 o$ wfToM oF Ttta ovbF_ KEsTr.Je*sT AREA.
25, RZUOvE- Aoro g7^tl.r FR}M EOrtAil o? sTAt?- STRINaZF.g TAm' tsrDb,
OBSERVATION REPORT
PROJECT: Vail Transportation Center
DATE: November 24, 1975
nlce, uilt, Harral & Holtz. Inc.
6073 West 44th Avenue
P.0. Box 12037
Denver, Co'lorado 80212
.,{ t ;11/LD
D'r ti L 1-q,r5
JAM':I, pFAfYl AND Assoc' arts'
PERSONS PRESENT: J3rye-s Ream, John Yoders of Jares Ream & Associates; Gary Church,clift.Epps of R,M,H,&H; Tovn conmitte Hembers; vaii rirL crrier;'Building Inspector; contractor's Representatives; Bob Hira;;; tHarry Ziegler.
PREPARED 8Y: Gary Chuich anU Clitt fpps
[uy!ng reviewed the construction progress at the site, we have conpiled thefollowing list of corrnents:
ELECTRICAL
l. An exit.light will be required over the door north of the central stainvay atlevel three of the termiial. Exit light iha'li-rit.['u,. one over the adjacentdoor on that level. The installation-and routid ;i iir" reeder-shiii b;"-coordinated with Bob Hiland.
2. There are severa] broken or missing lenses in the fluorescent troffers installedin the.vRA space. One troffer is inoperative. Att ionattions must becorrected as soon as possible since the space is nor-occupied.
3. Discussion with Galan Greg of Hyder Construction indicated that tjre feeder forthe p-laza snor melting is-too small. lnveiiigitiiii-inio the matter revealedthe fact that our drawings-indicate the correii siie oi feeder ana an eirorwas made in the contractor's.purchase order. rnt ioniractor hai alr"aly --
initiated action to correct thi miiter.
4. ]1"_:Iil_llghts, over the doors on the fourth level of the terminat buildingdo not match. ltle are checking our records to determine the correct exitsign to use and we will issue-a clarification on [tr"-ritter shortly.
5. The general.appearance of the lndirect lighting around the soffit of theterminal bullding, fourth level is satisfaitoryl However, the narrow beimunits used to llght the hlgh ceiling cannot b! concealed satisfactorilv.It is requesred bv the arcfiitect thit smiiier-risiiii;i-;"i;;'b;-;;;'i;'g::?*l gyil:llv.to accanp'tish the same effect. -r,re aie currently reseirchinevarrous flxture tJpes to find a unit which will perform satisfaciorily anAmeet the required dimensional 'limitations. ile will isiue a crringi orier-onthis matter as soon as possible.
6. The terminal facility is still experienclng electrical irregularities. Thecharacteristics of.the problem selm to polit to voltage fluituations. Hoivcross Electric states that they have hah no volta!e ii;.il;t;;ii.-"ii ir-''sugsested that a recording-voltmeter be appliid 16 aIi-irrrei frtui"r-or'i6eservice entrance for a minlmun of one week'to determine if ; br;bilr-ao"r-exist in the porer furnished to the UuiiJins.
The electrical installation work in the terminal build'ing was not totallyconplete at the time of the observation. It was not posiible therefore -
to check a'll items. [,le were told that the electrical insoector has madean observation check list of electrical items which need io be corrected.l,le have requested htat he send us a copy of the checklist.
!g uI. cument'ly arranging a meeting between the vail Fire chief and the!l*p'lgl Fire Alarm company represenlative to discuss modifications to theFire A1arm System.
MECHANICAL
l. Access to two eabinet Heaters on third'level conflicts with liqhts. Hinqedpanel .will not drop.down sufficiently for filtei re*ovai.- sridlii'tdi""--hinged panel be modified such that slrews be instaiied-such t6it entirebottom of panel can be dropped out for access t; iiiier ana motor.
2. Air handling unit for vM space has not been insta'[ed. It isin route and contractor expects to insta'll it next week. Thisneeds to be finished
3. compressor serving fire sprinkli.ng system on east end of the building hasbeen down. It has been ripaired.- Ii is oui unaerilinaini ir,ut ll".'fi.ritZeigeler wil'l be.responsibie for drainlng inv-iliiiu""-thut has beenacctrnulated in the dry sprlnkler line.
4. Mixed air thermostat on air handling- unit serving terminal building islocated in the wrong position. It ihould ue "ei6ciilJ'dor*nstream irqn tttecombination filter mixing box, just behind filters inJ in front of tfre iiieand bypass damper.
5. Backdraft-damper in fan roqn for terminal building needs to be anchoredto the wall.
6. All doors bhall be undercut '1" where indicated on original or revised drawings.
7- ln tlg vRA space, there are a few gri'lles that still need to be installedfor the air distribution system.
Fourth level of terminal building is too hot. Thermostat is set at 50oand the room temDerature is near-gOo. Ho^t iir ii-comiis-ort of the grilles.The control valvL for this-zoni-ne"ai tb be checked us it-appears to bestuck in the dpen position.
Four exhaust fans for.the main parking garage would not operate. These fansneed to be checked and brought to profei opErailon.
..nir -5iner
extrausi-tans-should be checked for propei operailoh.
'10. Thennostat in worBn's locker room appears to be out of calibration. Thisthermostat should be checked and prbirerly aajusteJ. -
7.
8.
cumently
i nstal lati on
8.
9.
'lt .All thermostats should be checked and set at 72o. Knobs shou'ld be removed
so that the public cannot operate the thermostat.
All temperature control systems should be checked and properly adjusted.
Provide complete maintenance and operation instruction manuals for the entire
mechanical system as called for in 15A-26 of the specifications. Submit to
Engineer for approval .
14. Complete all valve, pipe and equlprnent identification as required in l5A-21of the specifications. Include valve identification with rnalntenance and
operation manual .
GClCPlckcc: James Ream
John Gavin
Bob Hiland
12.
13.
N FIEIIIJE€iT
O F _V-A-I-L
DATE JOB NAME
TIME RECEIVED- AM PM i CALLER
tlUSFEcTIC.t
.,-_-TOWN
I ornen
MON
COMMENTS:
TUE
E pnnrrau LocATroN
READY FOR INSPECTION
THUR FR ,M)
E orsappRovED
Elrirorlrtne roil-owiiuc coTiiECrionri, '-' ' o >''J|-
CORRECTIONS, ,t r'? -'.,:;
Walp RovED D nerNsPEc :,?,,W
INSPECTOR
tNsPECTlo HEOUEST
TOWN OF VAIL
DATE
TIME RECEIVED- AM
E oruen E pannru LOCATION
READY FOR lNSPECTION
E orseppRovED I nerNsPEcr_z:lWp RovED
E upon rHE FoLLowtNG coRRECTIoNS:
CORRECTlONS
INSFECTOR
oerc //-'rr't; -.:;' '
-
-INSFECTICU FtEOUEST
VAIL
.. t' / "j :,7
E orHen E pnnrtal. LocATtoN
READY FOR INSPECTION
WED THUR AM:PM-,,MON
COMMENTS:
FRITUE
pj"?.PpRovED ! orsnppRovED n nerNsPEcr
EluForu THE FoLLowrNG coRRECTIoNS:
CORRECTIONS
lNSPECTOF
INSFECTIO
TOWN OF
FIETIUEST
VAIL
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
I ornen I panrral.LOCATION
READY FOR INSPECTION
E nppRovED
fl uporu THE FoLLowrNG coRRECTIoNS:
E orsapp RovED fl netNsPEcr
lr'-u .--. at ,arA t
-CORRECTIONS
-r)E-*al"-
rNseecrlCt FrEBLf Esir
TOWN OF VAIL
DATE
TIME RECEIVED- AM PM CALLER
! penrtlu
TUE
READY FOR INSPECTION
WED THUR FRI-AM PM
COMMENTS: ,<
E nppRovED E orsnppRovED fI netNSPEcr
CORRECTIONS
E uporu THE FoLLowrNG coRRECTIoNS:
o ,€e* ^€r/, -'<H/'*II\ISPE6TIil FIECIL'ESiT
TOWN OF VAIL
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
f]ornen ! pnnlrel. LocATloN
READY FOR INSPECTION
AM PM
E nppRovED E otsappRovED fl nEtNsPEcr
! uporu THE FoLLowrNG GoRRECTIoNS:
CORRECTIONS
I
DATE
TIME RECEIVED- AM
! orsen E pnnrtnl.LOCATION
READY FOR INSPECTION
WED THUR FRMON
COMMENTS:
TUE PM
flnppRovED ! orsnppRovED E nerNsPEcr
fl upolv rHE FoLlowtNG coRRECTIoNS:
CORRECTIONS
INSPECTOR
' .:,:'
a .I1*- ^,*'- a t'. "'-INSPECTIC'N FIEOUEST
TOWN OF VAIL
DATE
TIME RECEIVED- AM PM CALLER
E pnnrrlu
TUE
READY FOR INSPECTION
WED THUR FRI AM PM@t.'
COMMENTS:
E appRovED E orseppRovED E nerNsPEcr
fl upon rHE FoLLowtNG coRRECTIoNS:
CORRECTIONS
o i-.,'lt\rsiPEcTIq]FIEOUEST
VAI LOF
n ornrn E panrral LocATroN
READY FOR INSPECTION
WED THURTUEMON
COMMENTS:
$'nee Rov ED
) [,'
/)tt-rr, 7f ,: a // iz' .2"-t [,'' -i
t ;-,t-);/$/,1-/z'. a5 ,r+ l::- €'
' r- /-: t-. ,.) . t ,- '-
-//1 t (-i'a tt
... / / -,,.
! orseppRovED E nerNsPEcr
'.7- t (--
,'-i-r,ln-,, /..,
o
1,.
INSPECTICI FIEOIJEST
VAIL
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
TOWN OF
')
-*--)ul-17r'
' , 1:,'... -/)v! 4 J>'
E penrtnu.LOCATION
READY FOR INSPECTION
WED THUR
E oruen
MON
COMMENTS:
TUE
,KJappRovED
CORRECTIONS
E orseppRovED fl netNsPEcr
EI UPOT'T THE FOLLOWING GORRECTIONS:
- /2./ *')lS--':^, 27.-^',,'.- -t' /:./' ,,'z j,, -- -2.-/
INSPECTOR
..t .,'u" 1-e tzt / '/
./. \r,T-7 ,. ^l lt , L--//
E Will call aSain D Came in D See me
,,^. /) b ",
ALtoN ,Doeollj r,
Wovr. FMbe wl |
.ecbe c,p lee Sf el4
AbouF.. - . /\__-_]_/-
,.,r i !'4 VEF[. F.+|AweL, i L
PtNSlRtp" A9O
lN DusrRr ES.Cct tt ke kt c
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,a ,h,t tu"t //)1LetJffitoN t/4=lLo'
T raalrt
luaduv
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AT h/DW
7''lt-o"
JAMES REAM AND ASSOCIATES INC
AFCHITECTS AIA
243 KEARNY ST SAN FRANCISCO 94108
ARFA 41.5 cro.r - oala
NOV
JOB VAIT T3.AN5F'RfATI'N €.ANT'R
SUBJECT o(d l]oe.vpt+T 3A 7uK. fU.t1,
SCALE A5 NorEe
lrA?C ,/i rl^., -ti:
Rl,1.f f at
CaRK fT 3?,o
T DR. l"
0"k,J. Froo"
l./ofe I pg,
"0"?FAt zs 4 MAt.n FStsT TeRn, AJ'<Nr Ur'165E
b? Daon, vAyl,?rhtfta Ftrt,, NEvrl}1AK 5-l-t+ KUNIQ,AT
PtAN t/1tt= 1\e'
r\ '- --- iVED
,:...',.itUl;Il0lC0'
6 tg?S
Avtbrr 9&L oP
03. rTAMe WJ Z'D(21
OF@O,>e^r{AVl
ttr, HAF,pWAFE,
To tl^ro{ e tit,
Oott.
VAto t4 / boo t
ol,osgx,
3ex6!\
x
4OO hdbq d(e
cckrddo sprrEo
aed&'00917
30c.:fr.1547
031 so-dt frsroc rod ucstgobdfi44 -
rd'obo&.o657
303.4r5.029'
coNcRETE F ro TFST iNp
COMPRESSIVE STRENGTH REPORT
CL I€NT NO
t-A I NO
CONCRETE CO
CON TRA C TOR
PRO.'ECT
TRUCK NO
TIME MIXEO
IU.+- I
104- 1- ( r 363- 1368 )
Porto Mix
J. A. Hyder Construction Co.
Va i1 Tra ns Do r td t i.on Center
869 rtcKEr No v3545
7t53 1""1ugoB:10 r.4gao8:15
LOCATION OF PLACEMENT
Lrne I)- 14.
I N STRUcTURE L-ootings for Bus Stop Ground Level,Q/
flf
OATE OF TEST..
T]ME OF IEST..
SLUMP.I NCHES..
-7/a/-7c,.._L,t--lt-:4
o,nn
1
FRESH CONC. v11.. 143'9 pcr
ENT. AIR CONTENT 3.6 4
CONGREI€ TEMP.
,rOB oF
LA8 62 oF
AIR TEltlP.
.rOB 62 oF
cu Y'os PLAcEo ... 5/5\
TRUCK LOAO I NG. . .\x
IVATER CONTENT.
IVATER-CEMENT..
AOMIXTURE
CALC I UM CHLOR 1OE
M I X NUMBER
SPECtF tCATt0NS..
oEsl GNEO SY.....
CU YOS
CU YOS
onu,/t- o
RATIO
AeA
oz/ Yo
16
SAMPLE CUR I NG. . .Lab.
IVATER AOOEO-GALS PLAruT IO .IOB S t TE
CEMENT coNr€Nr.. 5b sk. Pcy
-
1.5-3/4'
CO^RSE ^GGREGAT€-PCY 3/4,, )/4..#4
F I NE AGGREGATE.PCY _ #4
SPECI M€N NUMBER 104-1 1363- 7 1364- 7 r365- l-4 1366- 28 ]-367-28
OATE TESTED 7/16/75 7/16/1s 7/23/75 B/ 6/ 7s e/ 6/ 75
NUMET.R OF OAYS CUREO 7 7 l4 28 2B
otMeNsloNs, tNcHes
sro. cYLl Noen=6rrXl2tl
srd srd srd srd srd
sPEC t MEN iVE I GHT,PoUNOS 27 .79 27.94 27 .76 27.94 27.60
BSSO oENS I TY, PCF 'l 4] A r42.3 141. 4 I42,3 t_.1u . o
AREA OF CYL I NOER, IN?
srD. cYLtNDER=28.2? tN2
28-21 28 .21 28.27 28.27 28.27
T0TAL TeST LOAOTPOUNOS 84000 O f ZUU 96400 117000 115000
coMPReSS I vE STRENGTH,PS I 297]-301 3 3409 4139 4068
SP€CIF IEO STR€NGTX.PS I 3000 3000 3000 3000 3000
TYPE OF FRACTURE!
l) otAcoNAL sHEAR2) cone
3) venrrcAL sPLrr
1 'l I 1 1
REMAR K s /
/._l'/ l
AMpLEo ""
G. Manzari ,esTeo
",.,
G. Manzari s L-,.---_14SAMPL Eo
FoRM C-l
coNcRETF F tO TFST nNp
dOO hdbc, d{c
cdoado grpo
@kr6&'009f/303.*'75d7
Oll :qrh lraroc rood
9 o bo( fi44 -
rd.dodo.O657
303.4b.0297
cL tENT x9 104-1
LAs No 104-1-(1359-1374)
CONcRETE g9 Porto lulix
cONTRAcTOR J. A. FIyder Constructj.on Co.
pRo.JEcr VaiI Transportation Center
TRUCK NO 513 T I CKE T NO q153
Ttr;.t M1 x96 1l:21 ARRtvE.l!' 1L elaCeo
lN sTRUctu"a Structural Slab !o1 New Stairway in BusLOCATION OF PLACEMENT
T€rmina 1.
CU YOS PLACED.er/e,CU YOS OATE OF TEST.
TIM€ OF IEST.
SLUMP.I NCHES.
7/e/75
'I 2.1q,
lx
CONCREIE TEMP.
JOB
LAB
A I R TEilP.
.rOB 64 oF
WATER CONTENT.
IIIATER-CEMENT. . .
AOM I X TURE.
TRUCK LOAO I NG. . . 3L CU YOS
CALC IUM CHLOR I OE
MI X NUMAgR
SPECtFtCATtONS..
OESI GNEO 8Y.....
aAL/LD
RATIO
.A
EA
oz/ \o
%
FRESH CONC. IYT.142.2 pgg
oF
oF70
€NT. AIR CONTENT 4.1 *
SAMPL E
IUATER
C EMEN T
coARsE ^ccRecArE-pcy
3/4" 3/4t-ft4
FIN€ AGGREGATE.PCY _ #4
CURING...
AOOEO.GALS PLANT b JOB SIT€
coNrENr.. sL sk. PCY _ 1.5-3/4'
SpECt MEx s,{r,;ysgp 104-1 1369-1 1370- 7 1371- l-4 1372-28 r313-28
oArE rEsrEo ,7/16/75 t/16/75 7/ 23/ 75 6/ Ol t)e/ 6/ 75
NUMBT,R OF DAYS CUREO 7 7 r4 ZB 2g
o IMENS toNS, TNCHES
s ro. cYL I r.roEn=6tXl2n
srd srd srd srd srd
sP€cl MEN UfE I GHTTPoUNOS 27.69 z I . o>27.55 27.9r 27.79
BSSD DENS 1 TY ' PCF 141.1 140. B 140.3 I42 .2 141.6
AREA OF CYL I NOER, IN3
sro. cYr-rr.roen=28.2? tNa
28.27 28.27 28.27 28.27 28.27
TOTAL TtST LOAOTPOUNDS 94800 9B 200 10 3000 119000 1r 5000
CoMPRESS I vE STReNGTH,PS I 33s3 3473 364 3 4209 4068
SPEC I F I EO STRENGTH TPS I 3s00 3 500 3500 3500 3500
TYPE OF FRACTURE:
1) otAGoNAL sHEAR
2) coHe
J) venrrcAt- sPLtr
I 1 1 I I
EMAR K S
,
AMPL EO BY C M,rnz,r r i___'____::'-''' resTeD C. l4anzari 5BY .-.: //2","*,^-///',^
R
SAMPL Eo
F ORM C-I
4oll t u Lrr da e
ccr,:.drt sftrr-Js
rd:rdJ.r dcpt
3lJ Yt, l5d7
i-I1 sorJth tr()nogc rood \
^?s(o o bJx 1q!14
v6a cdrodo 01557
303.475 0297
CONCRFTT OLD TFST AND
cor,rPRFSS I vF S TRFr,tqTh REPORT
CL r EN 1 p9 104-1
r.AB No 104-1-(1375-1380)
coNcRETE cg Porto Mix
.T tr Hyder Construction CompdnycoNrRAcToR _:. ':. _ -__._-. ._
pR0,r Ec r !a i-l-Transportd tion Center
rRUcK No j15---- rrcKEr
r,,rE r,,t I x19 9:15 ARRtVE6 9:45
No v3543
pLAcEo 10:00
LOCAT ION OF PLACEMENT I N Bus Stoo Street Leve1.
TI
STRUCTURT
ki
Fs
CU YOS PLACED ... B/24
TRUCK LOAD ING
IVA TEFI CONTENT... _-
IVA T E R - C E V E N T .
AOMIXTURE..
CU YoS DATE OF T€ST 7/2L/7s
10: 30TIVE OF TT,ST.
SLUMP- INCHES.24
142.9 t ctr
2.7 t:
CONCRETE TEMP.
.JOB
LAB
A I R TEMP.
JoB 82 oF
oF
oF64
CU YDS
eel,/r,o
RA T I O
AE A
oz/ vo
7'
FR€SH
CNT. A
sAl\,tPt-E
IVA T f R
coNc. tvr..
IR CONTE N T
C UR I N G. . .
35cAL.C IUM CHLORIDE _._ _-_
M I X NUTilAE R . . . . . .
SPTC IF ICAT IONS.. -
t]e sl Gr.rED gY,,,,.
SPECIrvlEN NUMUER 104-1 I375-7
ADDEO-GALS- . PI.ANT .,OB S I TE
)/ 4" -i4
l+
OA TE TE S TEO
Lab.
cEMENT coNrENr.. 5L sk. pcy 1.5-)/u,
COARSE AGGREGATE_-_ PCY 3/4"
FINE AGGREGATE.._--'__POY
L376- 7
7/ 28/ 75 7/28/15
7 '/NUMET.R OF OAYS CURT,L)
DIMENSIONS, I NCHES
sTD. CYL I NDER=brrXl2rr
srd C }.'l
sPEC I MEN WE I cltTrPOuNf)S a? oo 27.88
BSSD oe NS I TY , P(,:F I42.7 I42.O
AREA OF CYL lNOeR, tN2 28.27 zd- z I 28.27
s To. 6 y 1- 1 x 1.r 6 n =2 i3 . 2 / tN2
rorAL-_r_E s_r Lq4_Dlf .o_gx!s 45000 4 5600 58400
COMPRESS IVE S TRE NGTH,[- S I 1627 154I
3000
206 5
3000 3000
1) DtAGoNAL :;HEAR2) coNE
)) vER r tcAr. sP{. t r
REMARKS
G. Ma nza ri rE{; rE, lv_G,._Manz9 Ii ..-_-st(iNEo ___,SIUPLED iiv
F DrIM C_ I
con,;nrri Or o rrsr -,.rr,,0
L-:,'1f Irr.5S lVc jTrtb. l.r-Th tiFl",ORT. ..t i
..t.rf liri."
.{ ' ir, / l't04- I(.1 lL.rf flO
104-r-( r 3e1-1386)
i{, tt
l'
"li t .c^J ri,\( r1.,. J. A. llyder Constructlon ComPany
;;rr )t( r Vail Tr. n:portation Center
'fi Lr \ stl ,,...lrci<ET :...-, v199-9
rr'.t i- ,,,"., 1:30 4,,.tvt., .2t1.5 ul,acan 2:40
_, i;{,1!. i i,,- . Mechanicdl Shed Foot ings .
Soil 6 Joi;rrtJoturi€n9t're"nnq
i.-OCATl0lt ,.)t r-..A1-:.r{t f,; l"
(t
fls
cu Ytr5 Ft 4cei,.,.
TR UCK L0At)lfr';..,
s\1t\
5
AIL Ci IEST..
J l'.rL oi iLSr..
:L-Ur,4P-lNCrrtS..
duEl
TEMP.
oF
-ln
t A3 ',-oF
A IR TEMP.
JoB 75 oF
wA Tefr coNta_:rT...
wATEp-ilI vi\ t..
AOM I X r up ! . .
cALc I UM CHt.r.)H I r)L
Mlx, Nrr,JtaE ft. . . .
SPtClFlcATlOfrS..
Oe Sl GtJEI, cY.
7/29/75 coNcR€TE
3: 15
4,
fnIl]r'r cof.,C. r/T.. 141.8
rNr. ArP coN rtr r 3.5
---_i.--
1;AVpr.r CUPt rJG, :?^Y'--
WA TIIi AI)OLO-GAt,S PI,ANT
cFV!-\T coNrENr.. -5!-9r. trru
f-] IJ
FA I
at A
u7.i
j'I !
{ 1., li
,1
".l
)
Iu
Yt)
JOB SITE
1 .5- )/4"
j/ 4r _14
l4
SPECIMEN NtJI,IBEF
DA TE TESTLI)
104- I 1 381- 7
o I e / 1e
r3B2- 7
B/ s/ 75
,l
srd
27 .34
139. 3
28.27
70000
2476
3000
t
L)oAFi -jt- A(:,-;RtGAIE _,_ ___ F CY
I INi A G L I] E G A T L . . .. ---.- FCY
I'
i
NUMBLR 0f flAY- o.Jti i-t
D IMENS l0l'lS r lNl-|it:;
STD. Cvu t ruoe n=c,'r.^. ll'l
sPEC l l\rE N lVE | (.ir T, r: {}r,:n-, i_,
SPEC I F IEC 5Ir,!.tt1,1nr' 1,
TYPE Dr f-RAc ilrr.[:
1) otA(;orrAr r,,r:,\r.2) corue
)) vERTlcAr irili
REN,tARKS
21 .26
138.9
28.27
69?00
2448
3000
I
1384- 2B 138 5- 28 1386-OPT
ESSD DENS I TY, i Uf
AREA OF CYL I trL'i: n, lt''r
S TO. Cyl. lNt){.,k=.if.i . i ';
TOTA_L_ I-FS.1 ,!fr A r.orr:,
coMPRE S5 t\,/ E - 1'
s, lG. Manzari G. l"lanzari r',4:,SAMpi,Ei-'rJ\
F ORM C-I
pl
LOCATION OF PLACEMENT I N
lOO habo drea6.e gr€sdr6.Cnfi7
.gt.596.1t47
OCI sarh ftsrq rod u,"sq o bo( fi44 -
rd.ratorccb.0657
343'.fb.f297
coNcRETE Fto TFST lNo
k,
qqMPEESS IVE STRENGTH REPORT
CLIENT x9 I04-I
CONCRETE Co Porto Mix
CONTRACTOR. J. A.Hyd er Cons truction Comp.,ny
PRo,rEcr Vair TransDortdtion Center
rRUcK Ng 859 TICKET NO v37L2
T TME M
'
rao 4: I0 lRn t veo4 1 50 pt-eceo
STRUCTURE Wa1ls f or mechdnicdl .,hed.
g
R-.
CU YDS PLACEO... 6/6-;-
TRUCK LOAOING... O
WATER CONTENT.
.rvATER-CEMqNT..
AOMI XTURE
CALC 1 UM CHLOR I OE
M I X NUMBER
SPECIFICATIONS..
oE s I GNEO 8Y.,...
DATE OF TEST....
TIME OF TEST....
SLUMP-INCHES....
7/3r/]s
5:4 5
FRESH CONC. wr.. I42.3 pgS
ENr. AtR CONTENTjg
CONCRETE T€UP.
.J o8
LAB
A I R TEMP.
,rog 87 oF
CU YOS
CU YOS
OAL/L D
RATIO
AgA
oz/ Yo
d
oF
oF70
SAUPLE .CUR I NG.. .
WATER ADOEO-CALS PLANT 20 .'O8 StTE
ceMeNr coNrENr.. 5L sk. pcy 1.5-3/4n
COARSE AGGR€GATE- PCY 3/4" 3/4N.{4
F I N€ AGGR€GA T€.PCY _ #4
SpECt MEN NUMBER 104-l r3B1- 7 13BB- 7
OATE TESTEO B/7/75
NUMBER OF OAYS CUREO 7 7 l4 ZB ?8
oIMENStONS, TNCHES
sro. cYL I noEn=6iXl2i
Srd \ t_,"1
sPEC I MEN l'E I cHT, POUNOS 21 .'70 27.BO
BSSD oENSI TY, PCF 141.1 141.6
AReA OF CYL I NDER, I Nz
srD. cYL t xoen=28.2? | Ne
28.27 26.11
TOTAL TESl LOAOTPOUNOS 72200 72000
COMPRESS I VE STRENGTH,PS I 2554 2547
SPEcIF I Eo STRENGTH.PSI 3000 3000
TYPE OF FRA
1 ) o tAcoNAL2) coNe
3) venrtclr-
CTURE:
SHEAR
SPLIT
I 1
RTMARK s
By G. Manzari TESTEO BY G. Manzari S I GNEOSAMPL EO
FoRM C-l
o,
s,
,%
1n, 1-( I375-1380)t-AB NO rv'+-
-
lt}")l lou(n lrqr(o@ ro& Yr,?s{p o bo( A* -. coNcRErE co _Eg$g Mlx
d cdcrodo .0t657Sr sc:6:6zsz coNTRActor j:--.1. 18"' 99-!t-!rTtiol coT?1!v
oton p R o,r e c r !q-:.1 -t ru ls-pg{-t-,_!!gl !_"$:I
n9rneeflng TRucK "o 235 T tcKE r No v3543
TtME r\,r1xg69:l-5 qpp gygp 9:45 p.a6gr 10:00
LOCATION OF PLACEMENI I N srRUcrrne -f,!-. stoP M
4O0 hdrbo. t!6(.?
cdo.ado rrrrl
cor:ra'Jo 0OQi7
JOJ.500.1547
gONCRETF Fop rFST nNp
COi",IPRESS IVF STRFNGTH REPORT
CLtENl 1'r9 104-1
cu YDS PLAcEo ... 8/24 Cu yoS DATE 0F TEST.
TRUcK LoAorNG... B
WA TER CONTENT...
-
IVATER-CEMENT...
ADMIXTURE.,
FRESH coNc. wt. . L42.9 F,CF
ENT. AIR CONrer'rr 2.7 /,
SAMPt-E cuR I NG.. . Lab'
IVA TE R ADDEO.GALS Pt.ANT
CEMENT CONTENT..sL Sk.PCY
coARst AGGREGATE- PCY
F INE AGGREGATE PCY
TIME OF TT.ST.
SLUMP- INCHE S.
7/2t/1s
10: 30
2\
CONCRETE TEMP.
JOB
LA B
A IR TEMP.
,loe 82 oF
oF
oF64
CU YOS
eaur/uo
RA T I O
AEA
oz/ vo
?'35CALc I UM cHLOR IoE
--MI X NUMBER
SPCCIFICATIONS.. -
oeslGNEo 8Y.....
.JOB SITE
1 .5- )/4',
3/ 4" )/ U,, -#u
_i4
sPEc tMEN NUMBER I04-f 1375- 7 1376-7 J.371-14 7318-28 L379-28 1380-OPT
DATE TESTED 7/28/7s 7/28/7s 8/ 4/ 75 9/1A/-7^B/LB/ 75 e/4/7s
NUMBLR OF OAYS CUREO ,/14 ZB ao 45
OIMENSIONS, INCHES
sro. cvt I ttoER=6t'xl2'l
srd srd srd qF/l srd C r-,1
SPEC I MEN I\IE I GHT,POUNDS 27.89 27.88 27 .57 27.63 27.9r I | . OZ
ESSO oeNSI TY' PCF t42.L L42,0 140. 4 140.8 lAl 7 140.7
AReA OF CYL I NOER, lNz
sro. cvt-tNoen=28.27 tN2
28.27 zd. z I 28.27 28,27 28 .27 28 .27
TOTAL TEST LOADIPOUNOS 46000 46600 58400 78000 80000 92000
coMPRESSI Ve STRENGTxTPS I t627 1648 205 s 2759 2829 3254
SPEcIF I ED STRENGTH.FSI 3000 3000 3000 3000 3000 3000
TYPE DF FRACTURE!
1) o l AGoNAL sHEAR
2 ) coNe
3) venrrcAr.- sPLtr
1 1 1 1 1 I
REMARKS
ev" G. Manza ri TESTED ".,
G. Manzari S IGNEOSAMPLED
F oRM C-1
o,
s
o
NQ
TIME MrxEo 2:45 lnntvEo 3:00oaoaao 3:20
LocATloN oF PLAcEMENT tN sTRUclrJpg Retaining wall- north of meehanical shed'
. B/6/7s CONCRETE TEMP.
4OO l-'dbd
coNcRETE' FOp rFST nNp
COMPRESSIVf STRENGTH REPORTcm(m sgn6
cd(6do . doqiT
3O3.fr.1547
10Cl lotth frsrae ro.d v€stp o bor thoa -
\,€a . c*odo ' 01657
3Al .4r5'0297
104- 1
104-1 ( 1393-r398)
Porto Mix
J. A. HSder Cons truction Co.
Va -il TransDortatlon Center
869 r tcKE T No v3753foundotron
dngineering
CL IENT NO
t-AB NO
CONCRETE CO
CONTRACTOR
PRO.IECT
TRUCK NO(t
g
=.
OATE OF TEST..
T I ME OF TE.ST. .
SLUMP- I NCHES. .
FRESH coNc. rvr..14o.o pcr
ENT. AtR coNTEN,f, *
oF
oF
. . 4:00
..3
ir 0B
LAB
A 1R TEMP.
toa 82 oF
cu Yos PLAcEo...3\/3\
TRUcK LoAolNc... 3\
h'A TER CONTENT.
IVATER-CEMENT...
AOM I X TUR E . .
CALC I UM CHLOR I DE
MI X NUMEER
SPECIFICATIONS..
oestGNEo 8Y.....
CU YOS
CU YOS
cll/r- o
RATIO
AEA
oz/ vo
atl
T -LSAMPI.E CUR ING. . . UdU
rvA TER Aoo€.o-cALs pulNr B .JoB s r rE
cEMENT coNrENr..-PCY 1.5-)/4n
COARSE AGGREGATE- PCY
F INE AGGREGATE.PCY
3/ tt', -#4
i4
sP Ec | tire N
^ruv
gEn 104- 1 139 3- 7 1394-7 139 5- 14 I396- 28 L397-28
OATE TESTED B/13/75 B/]-3/ 75 B/ 20/ 75 B/ 3/ 75 8/3/7s
NUMBLR OF OAYS CURED ')7 14 2B ao
DIMeNStONS, TNCHES
sro. cvL t HDER=6 X12tr
Srd srd srd srd srd
sPEC I MEN WeIGHTTPOUNOS 27 .94 z t.60 27.79 27.82 27 .96
BSSD DENS I TY, POF I42 .3 141. 9 t_41. 5 t4L.7 I42.4
AREA OF CYL tNDER, IN3
sro. cYt- tNat-a=?8.?? tru3
26,zr 26. z I 28.27 28 .21 28 .27
TO TAL TEST LOAO,POUNDS 81800 81000 97000 101000 101000
COMPRESS I VE STRENGTH,PS I 2893 2865 5431-3572 5> t2
SPEC 1F I ED STR€,Ncrn.PS I 3000 3000 3000 3000 3000
TYPE OF FRACTURI:
l) DtAGoNAL sHEAR
2 ) cone
l) ven r l cAr. sPL I r
1 I 1 I
REMAR K S
SAMPLEo
tr nor| a-l sf
g" G. Manzari G M:nznpiTESTED BY ". ..'"--S IGNED
o,
fl
corucnErr rOo rgsr nro
COMPRESSIVE STRENGTH REPORT
Soil
4O0 t'rdoc, dac?ce.@ gfgs
cobrado ' 0O917
303.5n6 l5d7
r03t souh trdtoQe rood ,'l,?st
p o Oo. tfua -
rcl . cobodo ' 01657
3OJ ' ztb .0297
104- 1
104-r-( 1411-1415)
PorEo Mix
J. A. Hyder Construction ComPanY
Plaza Area
869 TICKET No v3845
B:03 o"^ r ueo 8'25 PLAcED B: 30
CLIENT NO
1-A8 N0
CO NCR E TE C O
CONTRACTOR
PRO.JECT
TRUCK NO
TIME MIXEO
n9tneenn9
LOCATION OF PLACEMENT I N STRUCTURE
(t
ff T IME OF TE ST.
SLUMP.I NCHES.
.r0B
uor66
oF
oF.2\
hTATER-CeMENr... RATIO FRESH coNc. wt.. 142' 6 pcr
ADM I XTURE.......
-_
AEA eNr. Af R coNreNr_3:Z___il'
cu YDS PLAcE0 ... 8/3s
TRUoK LoAorNG...8 cu Yos
tvA TER CoN TeNT e lu/uo
CALC IUM CHLOR I OE
MI X NUMAER
sPEC I F lCATloNS..
OES I GNED BY. . . . .
oz/ vo
_%
CU YOS DA TT OF TEST.B/22/7s CONCRETE TEMP.
9:00
A I R TEMP.
,loe69 oF
SAMPt.E CUR ING. .tab.
II/A TER AOOEO.GALS PLANT
ceMENr coNrENr.. 5L sk. pcy
COARSE AGGREGATE--- PCY
F tNe AGGREGATE. .
-
PCY
alA
.,OB S I TE
1.5-)/4'.
3/4" -#4
i4
sPEctMEN NuMBeR 104-l-1411- 7 r4r2-7 141 3- 14
OA TE TESTED B/ 29/ 7s B/ 29/ 75 e/ 5/ 75
NUMBI.R OF OAYS CUREO 7 l4 28 ?B
o TMENS loNS, I NCHEs
srD. cvL t Hoen=6[X12tl
srd srd srd
sPEC t MeN .wE I GHT TPoUNDS 27.6L 27 .43 27.92
ESSD oeruslrY' PCF 140. 7 139.7 t42.2
AREA OF CYL I NOER, IN2
sro. cYt. t NoER=28.2? | t'ta
28,2'7 28.27 28 .27
TOTAL TEST LOAO'POUNOS 81200 80000 92000
COMPRESSI VE STRINGTH'PSI 2872 2829 32':4
sPEct F I Eo srRfNGrxrFS I 3500 l qnn 3500
TYPE OF FRACTURE:
1) o tAGoNAL sHEAR
2 ) corue
)) vERTrcAr. sPt-lr r
I .L 1
REMAR K S
SlupLEo ev
tr naM a-1
T. Meier TE STEO By G. Manzari S IGNEO
colrcnrrE rlo rEsr nno
cL I ENT NO 104- I
1/,l,A 1 | 1,1 1? 1,',l /tt1 \t-AB N0 LU'1- L-\ I'1 Lt-L'.2/.)
foundation
dngineerirp TRUcK No 869 r r cKE r No v38g3
TtM€ MtxEo 2:10 lnRtvao2:30 pLAcEo-Z_3!
[-OCATION OF PLACEMEN T N STRUcTuRE Bdse p€{s fo_1 ,vest bus shelter.
COMPRESSIVF STRENGTH REPORT
CONCRETE CO Porto Mix
doo hd.bs dae
colc(do sgrs
cobddo . 0O9i7
303. 96 .r5a7
lGll so(,(h hdroqe rodd \ ?stpoos fioa -
td.cobrodo 01657
303 .4r5 .0297 coNTRActg^ J. A. Hyder Construction Co.
pRo.rEc, Va 1 Transportation Center
(t
a
sf 5 TIME OF TLST...
SLUMP- INCHES...
FRESH CONC. WT.143.0 PCF A I R TEMP
uoe 8o
oF
oF
oF
72
CU YOS PLACEO.
TR UCK LOAO ING.
WA TER CONTENT...
WATTR-CEMENT...
AOMIXTURE..
CALC I UM CHLOR I DE
M I X NUVEER
SPT,CIFICATIDNS,.
OE S I GNED BY
q/s CU YoS OATE OF TEST.8/ 2B/ 75 CONCRETE TEMP.
3: l5 .r0B
LAB
CU YOS
all/r- o
RA T I O
AEA
oz/ vo
f;
1
ENr. ArR coNrer.lr3 %
FINE AGGREGATE. .
SAMPl.E CUR ING. . .IJOD.
wATeR ADoeD-cALs PLI*r lo .,,08 s I TE
ceMENr coNrENr.. 5L sk. pgv 1.5-i/4"
coARSE AGGREGATE- PCY 3/4 3/4" -#4
#4DAV
MEN NUMBER 104- I L417- 1 1418- 7
OA TE TE S TEO e/ 4/75 9/ 4/ 75
NUMBLR OF OAYS CUREO
o TMENS tONS, I NCHES
sTD. CYL I NOER=6trxl2tl
SPEC IMEN, WE IGHT,POUNOS
BSSO oENSITY, PCF
AREA OF CYLINOeR, lN'
sro. cvt- tr.roeH=28.2? I r.r2
TO TAL TE ST LOAO.POUNDS
COMPRESSI VE STRENGTH,PS I
I5000
SPECIT I ED STRENGTH.PS I
TYPE OF FRACTURE:
1) D I AGoNAL sHEAR?) coNE
)') vER T I cAr. sPr t r
REMARX S
,'. G. Manzari TesTEo By G. Manzari S I GNEOSAMPI..Eo
F ORM C-I
/'l r
coHcnErE rl-o rEsr nn3
4OO habs drc
cdo.d(b lgYged.0mf,
JOC.S.1547
0f4 io,rh froroe rood90bo(fu4 -
vd.obro&.fr57
3&1.dib.m97
104- I
104- 1- ( 13s7- 1362)
Porco Mi.x
J. A. HyCer Construction Co.
CL I ENT NO
LAB NO
CONCRE TE CO
CON TRACTOR
Q,
t|on pR0.JECT Va i1 Tran,portation Center
TRUCK NO 869 TICKET NO E!09
TtMe Ms16e 7150 4"^1ug9B:00 pLACEDgtl:
LOCATION OF pLACeMeNT tN STRUcTuRE Columns 3rd to 4th floor.
r/_\.o'
F
e cu yos pLAcEo ...1/r cu yos
O rRUcK LoAD I NG. .. cu yos
oArE DF rEsr.. ..7/2/75 CONCRETE TEMP.
-'- WATER CONTENT. eAL/LoFiIVATER.CEMENT.. RATI O
ADMIXTURE .
-AEA
oz/ yo
CALCIUM CHLOR IOZ
-%
M I X NUMBCR
SPECtF tCATtONS..
O€SIGNEO 8Y.....
TIME OF TEST...
SLUrilP- I NCHES...
FREsH coNc. wr..139.2 PCF
65
q. ?n
?lr
.J OB
LAB
oF
oF
A I R TeUP.
,ro8 75 0FENT. ArR CONTENT5.5 *
SAUPLE CUR 1NG. . .uoL).
IIATER AOOEO.CALS PLANT .,O8 SI TE
oEMENT coNrENr., 5l sk. pcv 1,5-3/4r
coARsE AccRecATe- pcy 3/4tt i/4'-#4
F I NE AGGREGATE. .PCY _ #4
SpECt MEN NUMBER 104-1 1ac1 '7 13sB- 7 1359-14 1360- 28 1351- 28 1352-OPT
OATE TESTEO t/ 3/ t>7/9/75 r/ lol t)7/30/7s 7/ 30/ 7s
NUMBIR OF OAYS CUREO
DtMENStONS, tNCHeS
sro. cYL t Hoe,a=6nXl2i
sP€,clMgN wEt cxTTPoUNOS
BSSD OENSI TYr PCF
AREA OF CYL I NOER r I Ne
sro. cYL I HoER=Z8.2? tue
TOTAL TEST LOAOTPOUNDS 72000
oMPReSSI ve STRENGTX,PS I
SPECIFI O STRENGTH,PS I
TYPE OF FRA1) oTAGoNAL2) coHe
3) venrrclr-
C TUR E:
SHEAR
sPl- | T
REMARK S
Semple,o ",
G. Iulenz;ri
FoRM C-l
T€STED ""
G. M;nzari S I GNEO
Ii11on, Cclo
Larclr 11,1)75
City ol Yail
I'lr' Kent ilose
Dear l.r ii,ose:
The original rl-ectric perrnit for the Vaif Transportatj.on Center
v,':rs takcn out Ju1.'1- 31 ,191 4. It was taken out for 'llte su.:tt of
t1r?-6. EC on a valuertion of ,i225 ,485 " 00 ---.--.-
As of the first of the year I understand tha.t the vaLue ofelectric worr< tl'as i;280,000.00. lhis uou]d leave a balance of
]54,r15 of rvhi ch a per:rit is needed to bri.ng the electric
permi'ce on this project up 'uo Cate
;tr54,515.00 x 116.]o per one thousand. vrould be i;347,44.
A rtew permit for the'i743,44 uould make ihis account up to date.
Very Truly Yours
4./-^,./,effi--Liciward B liarnmer-
Ci-ty of Va.j-] l.l-ectric
-=z-24_--/
Tt-r q r', e ntn tlrrU:l,vvvv+
Sert
7/e frgarts abve a/c cot rw/ Tr/c c/tc/r,'ool coo/rn.y'r
)s utorL,rrt7 on e'cosy' p/as ,Lasis *i// a- q/r'afan4e6/
rnq.^, .V rrapF€rili/ prola6/1 or"/ ro,y'"l. /rta/q{ A"/
//t .o'r/rnq oro thril /e Xlortqr/ 4 ,r/to/ /,/'r*
a/2a//z/5 ' /orru it .rt//t"/ 4 //o nlt/ieoe/
,Q" ,ntro//.
("rf
dQcl fr. .---.- . / >1 2 -s -\--
t- -I
dOO hd6o,
'ldecob.otr) ryr!6
cotvajo . 0O917
303. 505 .7547
lGll rouh lrsro@ rood v,€stp obox fo4 -
d.cobrodo 01657
303.415'0297
?tu? T" 1, (h/
coNCREe. lF[o TFST.^Np u
COMPRESS IVE STRENGTI REPORT
CL I ENT NO
t.A8 NO
104- 1
CON6RETE co Porto M:x
cONTRACToR J. A. Hyder Construction Company
PRoJECT _-@ center
rRUcK fuo 512 rlcKEr l'ro V3778
TrM€ MlxEp 1:00 lnnrveo_!:04 o,-ogarl:20
cF-.,^F,.re'l nns.l- fnr rnonhiniq6] ghlgf,STFUCTURE ":':'
o,
s,
(t
LOCA T
soil foundatron
dngircering
ION OF PLACEMEN T IN
aF
C cu YDS pLAcEo.R/11/1\
... ,loo
CONCRETE TEMP.
,r0B
LAB
A I R TEMP.
Joe B0 oF
,-.
O rnucx LoAo I NG. . . lZ,
cU YDS OATE OF TEST.
CU yDS TIME OF TE.ST.
en u,/t- o
RATIO
AEA
oz/ vo
%
IVA TER CON TENT
IVATER-CEMENT...
ADM I X TUR E . .
CALC IUM CHLOR I OE
M I X, NUMBER
SP€CIFICATIONS..
OES I GNED BY. , . . .
SLUMP-INCHES.
FR€sH coNc. wr. . 144.4 FCr
ENT. AtR coNrErur2.6 q,
SAMPI.E CUR ING... !dD.
IVATER AODED.GALS PI..ANT
CEMENT CONTENT..
-PCY
COARSE AGGREGATE- PCY
F INE AGGREGA TE PCY
oF
oF70
t0 JOB SITE
1.5-3/4n
3/4" -#4
#4
SpEC I MeN rrruvaeR 104- 1 t399- 7 1400- 7 1401- 14 t402-28 140 3- 28
OA TE TE S TED B/ rB/ 7s R/1R/7C B/ 25/ t5 s/B/ 75
NUMBE.R OF OAY S CUREO 7 l4 28 28
olMeNst0NS, lNcHes
STD. CYL I NOER=6rrXl2tr
Q +./l Srd srd srd Srd
SPEC I MEN WE I GH T, POUNDS 28. 15 28.11 28.2I 28. BO 28.24
BSS0 oens t rY, PCF t43.4 143.2 r43.7 ]-46.7 143. B
AREA OF CYL I NDER, I N3
sro. cYr-tNoER=28.2? tr.r?
28.27 28.27 28.27 28.27 28.27
TOTAL TEST LOAD,POUNDS B 2000 80000 94200 100000 r02000
coMPRess I vE srReNG TH rPS I 2901 2829 3332 3s37 3608
SPECI F I€D STRENGTH,FSI 3000 3000 3000 3000 3000
TYPE OF FRACTURE:
1) o t AGoNAL sHEAR
2 ) corve
3) veRrtcAr. sPt-lr
I 1 I
REMAR K S
C M:nz:ri
TE S TEO 8Y G. Manzari
S I GNEDSAMPLED
FoRM C-l
dOO hdbo. ddcec6.ooo lgnS
(obodo ' 0OQi7
30J . 506 .r5d7
1031 so|..{h lrsrdae roodp o bor( fi44 -
vd.cobodo.01657
303 . 475 .0297
gONCRrt rrlp TEST nNp
COMPRFSS IVF STRFNGTH REPORT
cL t €Nr r.ro
-1U:]r_AB No 104-1-(1405-1410)
coNCRETe co Pcrto Mix
cONTRAcToR J. A. Hyder Construetion Co.
\/: i 'l T r: n : rr.1r F: Firr n OanfarPRO.JEC
rRUcK No 869 . TlcKEr NO V3792
r IME M I xto L?il1 rnn t veo 12:40PLAcED-!1i50
sTRUcTrrpg Lid for Bus Stop.
Soil G foundatron
Sngineerirp
LOCAT I ON OF PLACEMENT t N
k,
flf
cu Yos PLACEO.
TRUCK LOAOING.
WAT€R CONTENT.
zL/ tL
IIME OF TEST..
SLUMP- INCHES. .
cu Yos oArE DF resr.. .. B/I2/75 CONCRETC TEMP.
.JOB
LAB
A I R TEMP .
.r08 82 0F
5 'I . ?q oF
oF75
CU YOS
ell/r-o
RATIO
AEA
oz/ to
%
.. 3\
IVATER.CEMENT...
ADMIXTURE..
CAL C IUM CHLOR IOE
MI X NUMEER
SPECIFICATIONS..
oes I GNEO 8Y.....
FREsH coNc. wr.. 141.7 FCF
ENT. A rR coNrENr 3.9 %
SAMPI.E CUR I NG.. . UOU.
rvA TE R AOOEO-GALS----f LANT
eEMENT coNrENr.. 51: sk' Pcv
COARSE AGGREGATE- PCY
F INE AGGREGA TE.PCY
.,OB S I TE
1 .5-)/4n
3/ 4 )/ U, -#t+
_#4
SP Ec tME x"llurrsgp 104- 1 l rnc ?1406-7 1407- 14 1408- 28 1409- 28
OATE TESTEO a/1al-?e A/1q/1\B/ 26/ 7s e/s/ 7s 9/q/7c,
NUMBER OF OAYS CURED 14 28 2B
olMENSt0NS, INCHES
srD. cYL tNoER=6ilXl2tl
>EO srd -c td SEd srd
SPEC I MEN WE I GH T, P OUNOS 21 .69 27.8I 27.59 27 .77 27 .89
BSSD OCNS t TY, PCF 141. 1 L4L.7 'l 4n c .141. 4 742.0
AREA OF CYL I NDLR, IN-
sTO. CYr- il.tOe n=28.2? I N2
zt5. / |28.27 28 .27 28.21 aa a1
Ior!!_rE9I LoAo,POUNDS 824 00 83400 96200 108000 109000
c0MPRESSI vE STRENGTH TPS I 29Is 29 50 3402 3820 38 55
SPEC IF I CD STRE.NGTH IPS I 3000 3000 3000 3000 3000
TYPE OF FRACTURE:
1) D I AGoNAL sfiEAR
2 ) corue)) vERTlcAr. spr-rr
1 1 1 z
REMARK S
FoRM C-l
TESTeo By T. Meier S IGNEO^ n M:-'r=sAMPL gO et'r. r'rc zc rl
/1'+. t
coNcnErO rrlo rrsr ar'ro (/
COMPRESS IVF STRENGTH RFPORT
cL tENT No Ml
r-AB No 104-1-(1411-1416)
coNcRETE co Porto Mix
coNTRAcroR J. n. Hlder Construction Company
pRoJEc, PIaza Area
TRUcK ro -q6?
.T ICKE T NO v3846
TrME M,rao 8:03 o"*'uao 8:25 PLAcEO 8: 30
LOCA T I ON OF PLACEMEN T SrRUcTuRt Upper Fountain, pdd.
400 hdrbo/ doc?cedoo ttrr€6
c&,o&.00917303.ft.ba7
OCt souh Jrorogc rood
9 o bo( fi44
wt . cobredo . O1657
3O3'rtb.0297
soil n9r€enng
IN
(t
ff
CU YDS PLACEO.
TRUCK LOAD I NG.
WA TER CON TE NT.
B/ts
T IME OF TEST.
SLUMP-INCHES.
I
Cu yoS oATe 0F TESr.B/22/75 CONCRE Tg TEMP.
9:00
IVATER-CEMENT...
ADMIXTURE.....
CALC I UM CHLOR IOE
M I X NUMEER
sPtclFlcATloNs..
NESI GNEO 8Y.....
2\
FResH coNc. wr.. 142.6 P6P
ENr. A rR coNrEr.rr 3.2 f
sAMPLE cuR rNG.. . Lab'
WATER AODEO-GALS PI.ANT
ceMENr coNrENr.. 5L sk' PcY
CDARSE AGGREGATE- PCY
F I NE AGGREGATE.PCY
CU YOS
el l/u o
RATIO
AEA
oz/ vo
fl
oFJOB
oF
L
,-or55
A IR TEMP.
.los69 oF
.,OB SITE
1 .5-3/4n
)/4" -#4
i4
sPEctMEN NUMBER 104-1 1411- 7 I4t2-7 1413- 14 7414- 28 1415-28
OATE TESTED B/ 2917s Bl 2s/ 7s s/ 5/ 75 q/1c/1\e/ re/ 75
NUMBLR OF OAYS CUREO r4 )R 2B
D TMENS IONS, TNCHES
s ro. cvL twoEp=6tt xl2n
SEd srd srd srd
SPEC IMEN WE IGHT,POUNDS 27.61 27 .43 27.92 27.81 27 .70
ESSD oerus I rY, P0F t40.7 139.7 742.2 141. 9 141. r
AREA OF CYL I NOER, IN2
srD. cYt.rNoER=28.2? tN?
28,27 28.27 za, z I 28 .27 28.27
TOTAL TEST LOAO,POUNOS 81200 80000 92000 110000 10|l 000
cOMPRESS IVE STRLNG Tx, PS I 2872 2829 3254 Jd ) I 3820
SPECIF IED STRgrucIg,PS I 3500 I <nn 3500 3 s00 3 s00
TYP€, OT FRACTURE:
1) D I AGoNAL sHEAR
2 ) cor're
3', vER T I cAr. sPr- | r
I 1 1
REMARKS
SAMPLED BY
F oRM C-1
T Maiar T€ S TED BY G. Manzari S IGNEO
-
-4O0 hdbo( dace
cckrado ryrgs
corYddo ' 00917
303.506.r5d7
0ll souh franoqe rodd u€st
p o bo( lE44 -
rd.obr* O657
30c.4b.m97
11. J-. tV-1-rycoNcRETLlELp TIST ANp U
COMPRTSSIVE STRENGTH RFPORT
cL I €Nr No 104-1
1^.A 1 | t/4 1"t 1^^l.t\
t-AB NO IV'+-L-\ l4Lt- t+zz)
CONCRETE CO Porto l'lix
CONTRACTOR
PRO.JECT
J. A. Hvder Construction Co.
Va'1 Transportatj.on Center
soil rRUcK Ho 869 r I cKe r No v3Bg3
rrMe MtxED 2:.10 aaatveo2:30 PLACeo:-I!
LOCATI ON OF PLACEM€,NT IN SIRUCTURE Base pads for ^;est bus shelter'k,
flf
oz/\o
_tl
oF
oF
oF
wATeR CONTENT gAL/LO SLUMP- INCHES'..
WATER-CEMENT.. . FIATIO FRESH CONC. WT.141 n PCF
ADMIXTURE.......
--AEA
ENT. A fR CoNTENT 3 /'
CU YDS PLACEO.
TRUCK LOAO I NC.
CALC IUM CHLOR IOE
M I X NUMBER
sP EC I F I CA T I ONS. .
DESI GNE.O 8Y.....
CU YDS DATE OF TEST..
CU yOS T IME 0F TE.SI..
8/28/75 CONCREIE TEMP.
.ro8
LA8
AIR TEMP
.,OB BO
.,O8 S I TE
SAMPI.E CUR ING. . .uo D.
IVATER AODED-GALS PLANT
ceMENT coNfENr.. 5b sk. pgv
CDARSE AGGRECATE. PCY
10
F I NE AcGREcAre..
--
PcY
-
i4
SPECIMEN NUMEER IO4-1 l-4t7- 7 14lB- 7 1419- 14 L42O-2e l42I-28
DATE TESTED 9/ 4/ 75 e/4/75 e /rt/ 15 q/rc,/1c e/25/75
NUMBLR OF OAYS CUREO 7 7 14 z8 28
o I MENS tctNs, lNcHEs
s rD. cYL I NoER-6n xl2u
srd srd srd srd
SP€C I MEN WE I GHT,POUNOS 28. 19 28 .27 28. 11 28. 10 28.16
BSSD OCruS I TY ' PCF 143.5 144.0 r43.2 143.1 143.5
AREA OF CYL t NOER ' tNz
srD. cYr-lNoE_R=28.27 lNz
28 .27 28.27 28 .21 28 .27 28.27
TOTAL TEST LOAD'POUNDS I s00o B 5000 96200 106000 10 7000
COMPRESSI VE STRENGTH'PS I 3006 3006 3402 3149 378s
SPEC IF IEO STRENGTH 'f"S I 3000 3000 3000 3000 3000
TYP€ OF FRACTURE:
1) D I AGoNAL sHEAR
2 ) corue
)) vERTrcAr- sPr.-tr
'lI 1 1 z
REMAR K S
Snupr-eo
FORM C.I
",
G. l4anzari TES TED BY G. Manza ri S IGNED
o
nd@a400
gONCRET}tFLp TFST nNp
COI,4PRFSS IVF STRENGTH RFPORT
cL r eNr ruo -l9n-1
r.AB No -!94-1-( \!4 Y28)
D^-F. MixcoNcRETEco!\.,l'Ll.
coN TRAcroR J. q._gdcr 9-9!i!rLc$9!_c_g:_
"-" -rdnsportation CenterPR0JECT voII r
TRUCK NO 854 T I CKE T NO 7505
TtME Ml1Ee 9:34 1pp 1 u.o 9:47 or_lceo_I0. l ?
Lower Pond.
cdo.odo sgn6
couooo . dociz
30J'96.15d7
oCt souh frdroc loodp o bo< tfoa -
rcf . cdcrod 'O1657
303.4b.0297
Soil nn9
LOCATION OF PLACEMENT IN STRUCTURE
t,
a
5f
cu Yos PLAcED...7/24
TRUCK LOADI NG...
IVATER CONT€,NT
IVAT€R-CEMENT...
OATE OF TEST...
TIME OF TEST...
SLUMP-INCHES...
CONCRETE TEMP.
.roB ' oF
7nLAB ," OF
CU YOS
CU YOS
ell/r-o
BATTO
e/4/15
1I: 00
.2\
FRESH gONC. wr. . 143.6 p6f A t R r€Mp
ADMIXTURE..
CA LC IUM CHLOR IDC
M I X NUMEER
sP cc I F I cA T l0NS. .
DCSI GNEO AY.....
ENr. A lR coN rtnr 2.!__;l 1ss 75 og
T -l^SAMPI. E CUR ING... 1.,]O U.
IVATER AODEO-GALS PI.ANT U .JO8 SI TE
oEMENT coNrENr.. 5b sk. pgy ---_-___r_ 1,5-)/4rl
coARsE AGGREGATE- pcy 3/4 3/\tt-il'
FINE AGGREGATE..-PCY
-
i4
AEA
oz/ vo
%
SPEC I trgx r',,lurrrggp 104-1 r423-7 ]-424-7 1425-14 1426-28 t427-28
OATE TESTED e/ rr/ 75 s/11/15 e/tB/7s LO/2/ 75
NUMEE R OF OAYS CUR EO ?7 l4 2R zo
o IMENS tONS, I NCHE S
ST0. CYL INOER=6rrX.l 2tl
Scd srd Srd std
SPECIMEN WE I cHTTPOUNOS 28. 09 21 .84 28 .20 28. 18 28. 06
BSSD oe NS t TY , PCF 'l 41 1 141.8 'ta1 A 143.6 L.+2. J
AREA OF CYL I NOER, tNa
sTD. cYr-rNoER=28.2? tN2
28.27 28 .27 28.27 28.21 28 .27
TO TAL TEST I-OAD,POUNOS 84000 82200 101000 109000 r 09000
COMPR€SsI Ve STRE NGTH,PS I 297I 2908 3s73 38 56 38 s6
SPECIF I EO STRENGTHTPS I 3000 3000 3000 3000 3000
TYPE OF FRACTURE:
l) o tacor'raL sHEAR
2 ) corue
3) vERTrcAr- sPt-rr
I 1 I 1
REMAR K s
Slupr_Eo By G. Manzari
FoRM C-l
TES TE D BY G. M,:nzari SIGNED
REJECfED
4OO hdrbo. cieec*odo sonAs
cobrodo . 6091i7
30c. sfr .?547
OC1 sorrh lrqroc ood u,esrg o bo( lka -
vta.cdsodo.01657
303.4b.0297
cht_
coNcRE+ rFLp rFST iNo U
COMPRFSSIVT STRENGTH REPORT
Ltz-2
Porto Mix
ri. A. Hf er Construction Co.
5: 13 IICKET NO
10:38lnn t veo 12: L0pr-lCeo
501
CL I ENT NO
t.AB NO
CONCR E TE C O
CONTRACTOR
PRO..IECT
TRUCK NO
TIME MIXED
(ven(E
LOCAI I ON OF PLACEMENT I N STRUCTURE
q,
Ff oF
oFLAB
CU YDS PLACED
TRUcK LoAD tNc. . . 7
IVATER CONTENT
IVA T E R- C E M E N T . . .
ADM l XTURE
CALC IUM CHLOR I OE
M I X NUMBER
S P E C
'
F I C A T I O N S . .
OESI GNEO 8Y.....
3000
DATE OF TEST.
TIME OF TEST.
SLUMP- I NCHCS.
8/ 22/7s CONCRETE TEMP.
JOB
A I R TEMP.
JOB OF
CU YOS
CU YOS
CAL,/L D
RATIO
AEA
oz/vo
fl
FRESH CONC. WT..
eNT. ArR CoNTENT___fi
SAMPI.E CUR ING.. .
IVATER AOOEO.GALS PI.ANT
CEMENT CONTENT.. 5I SK. PCY
COARSE AGGREGATE- PCY
F INE AGGR E GA TE.PCY
s/4
.,O8 S I TE
1 .5-)/4'
3/ 4" -#4
#4
SPECIMEN NUMEER
OA TE TE S TEO
NUMBER OF OAYS CUREO ?l4 ZB 28
DIMENSIONS, TNCHES
s To. cYL INDER=6||xl2rl
sPECI MeN WE I GHTTPOUNOS
BSSD DeNs I TY, PCF
AREA OF CYL I NDE R, I N2
sro. cYr-rr.roen=28.2? tN2
TOTAL TEST LOAD,POUNDS
COMPR€SS I VE STRENGTH,PS I
SPECI F I EO STRENGlHIPS I
TYPE OF FRACTURE:'| ) o t AGoNAL sHEAR
2 ) coneJ) ve,nrrcAr. spr-tr
REMARK S REJECTED.Concrete over time limit.Truck left at 1:15 p.m.
SAuptEo ev
FoRM C-l
TE S TEO BY S IGNEO
o
rwm.aoO
cdocb scrrrG
ccb(oe . 009fi
303. 506 '15d7
031 rorh f rsrooe roodpobo(fo4 -
d.obodo'OrA17
30J.6b.0297
neefv]g
CL IENT NO
I.AB NO
CONCRETE CO
CON TRAC TOR
PROJECT
TR UCK NOSoil
LOCA T ION OF PLACEMENT tN STRUcTu*a W;11 on 178 on C.
coNcRFTJ rFLp TrsT ANp
CQMPRESSIVT STRENGTH RFPORT
T LZ- Z
rr2-2- ( 139- 144 )
Porto Mix
J, A. Hyder Construction Company
Northwoods, Bui ld ing "C"
869 r I cKe r No v]q00
TtME Mt xEo
-ARRt
v€911: 30 Pt-46gp 11:45(t
g
f
7/7 ..8/13/75CU YDS PLACEO.
TRUCX LOAO ING.
IVA TER CONTENT,..
IVATER.CEVENT...
ADMIXTURE..
CALC IUM CHLOR I DE
M I X NUMBER
SPECIF ICATIONS..
oe.slGNeo BY..,,.
CU yOS DATE 0F TEST..
CU yoS .IIME 0F TE.ST..
GALilLO
RATIO
AEA
Oz/ YD
ft
CONCRE TE TEMP.
SL UMP- I NCHCS.
JOB
LA B
CO NC . t611 . . I42 .6 rur A I R TEMP.
.roB 55 oFf R coNteNr3.I - il
cuRrNG...Lab'
nADDED-GALS PI.ANT " JOB SITE
oF
oF65
12:3O
FRESH
ENT. A
SAMP L E
I/ATER
CEMENT CONTENT..5L SK.PCY 1 .5- )/4"
coARSE AGGReGATE PC,Y 3/4,, 3/4".i4
FINE AGGREGATE..-PCY
-i4SPeC I r,leru'ruUrrlAen 112-2 L39-7 141- 14 .t42-2.8 r43-28
OATE TESTED 8/20/7s e/ 20/ 75 B/ 27/ 75 q/1A/'7c e/ Lo/ 7s
NUMBLR OF DAYS CUREO 14 zo ?B
o tMeNs loNS, tNcHEs
STD. CYL I NDER=btt X'l2t'
srd srd srd Srd srd
sPEC IMEN rVE I GHTTPOUNOS 27 .9I 27 .79 27.92 28.05 27.98
BSS0 oerus I TY, PCF Lnz. z 141.4 l Aa O L42.9 \42.5
AREA OF CYL I NDER, IN3
sTD. CVr-tr.roan=28.2? tN2
28.27 28 .21 28 .27 28.27 28.27
TO TAL TEST LOAO,POUNDS 9 5800 9 c-,4 00 110000 110000 1110 00
coMPRESS tvE STRT.NGTHTPS I 338B ?214 389t_3891 5J ZO
SPECIF I EO STR(NGTHTI-S I 3000 3000 3000 3000 3000
TYP E OF FRAC TUR E !
l) o I AGoNAL sHEAR2) cone
3) vER T I cAr. sPr- I r
1 I ,L 1 1
REMARKS
G, Manzari TES TED BY S I GNEOSAMPLED BY
FoRM C-1
G. Manzeri
/\tl
.o*.^rr-' rro rr* n*f,*/-
COMPRFSSIVF STRENGTH REPORT4OO ferbo ftace
cokrodo ryrgr
c&.ado . 00917
JO3'500.1547
OJI souh froroe rood u,qsrpoba ftaa -
rca cdcrodo.0l657
303.4b .0297
tr2-2
rL2-2-(14 s- 1s0 )
Porto Mix
J. A. Hyder Cons truetion Company
Northwoods Build ing ?'Ct'
CL I ENT NO
I-AB NO
CONCRE TE C O
CON TRAC TOR
PROJECT
ki
F
foundation
dngineerirp TRUCK NO 513 TrcKEr No v3854
TrME M1;gp 1:32 4pp1y692:10 pLAoEo
LocATtoN oF pLAcEMENT tN srRUclupg Wal1 lootinqA_1_2__I!
9?E of 14 then 715??and 1014?'to Li"ne 15. A1I S. of Line A.
and Balcon
F
C cu yDS pLAcEo ... 7
O TRUcK LoAD rNc...
OATE OF TEST..
TIME OF TEST..
SL UMP- INCHES. .
. B/22/7s
FRESH CONC. WT..I41.3 PCF
CONCR E T E TEMP.
JOB OF
LAB oF
A I R TEMP.
.,OB OF
WATER CONTENT...
-
WATER-CEMENT.,.
ADMIXTURE..
CALC I UM CHLOR I OE
M IX NUMEER
SP E C I F .I C A T I O N S . .
OES I GNED 8Y.....
CU YOS
CU YOS
ell/r-o
RATIO
AEA
oz/ yo
7l
f
eNT. AIR corvrrrul3.4 q,
SAMPI.E CUR ING. . .Leb.
TvATER AoDEo-cALs Pt.nrur o
cEMENT coNrENr., 5l sk. pcy
-
COARSE AGGREGATE- PCV 3/4
F I N€ AGGREGA TE.PCY
JO8 SI TE
1 .5-)/4',
3/ 4r _ft4
#4
SpEcfMEN NUMBER Il2-2 l-45-7 146- 7 ]-47-t4 14B- 28 r49-28
OA TE TESTED 8/ 2e/ 75 B/2s/ 7s Jl >/ t>a l1a / -7 E,
NUMBLR OF OAYS CUREO ?t.+28
OlMeNSl0NSr INCHES
sTD. cvl- tNoe R-6nx12n
srd srd srd srd
SP EC I Mg,N IiV E I GH T ' POUNOS 28. 00 28.10 28 .29 27.89 28.07
8SS0 De Ns I rY , PCF r42.6 143. 1 144. 1 T42.7 I42.9
AREA OF cYL I NoER, IN.
sTD. CYt- I Nr)ER=28.2? ln'
28.27 28.27 28.27 28 .27 28 .27
T0 TAL TeST LOAOTPOUNDS 6 sB00 66000 78200 98 200 9 sB00
coMPRE ss I vE srR€.NG rn,PS I 2328 2335 2766 347 4 3 389
SPECIFIeo STReNGTH TPS I 3000 3000 3000 3000 3000
TYP E OF FRACTURE:
l) o tecol'rrL sHEAR2) corue
3) veRrlcAr- sPr.tr
I 1 1 z 2
REMARKS
T Moi or.rr- M--- -TESTEO BY b. ivrdnzdrl S I GNEOSAMPLED BY
F oRM C-l
CtL
goncare rrro rrsr nr'ro I
COMPRTSSIVF STRENGTH REPORT
cL fENr No r23-r
l-AB No 123-1-(175-180)
CONCRE TE C O Mounta in Mobile
cONTRAcToR Shaw Ccnstruction Company
pRoJEc.' riqgssroads Addition
TRUcK No 16 r tcKE r No v003539
TtME Mlxgs 9:42 gppluEp9:30 pr-lCeo9_1 I
LOCATtoT't OF pLACEM€NT tN STRUCTuRE Slab. Floor 14, Remp IA--Ground.
4O0 hdrbq dace(dc.e s rgs
c&(ddo. 00917
303.5n0 .b47
lO31 sor-nh f ranac roadp o box fiaa -
vrt.cobodo.O1657
303 '4b'0297
soil foundation
dngineerirp
cu YDS PLAcEo ... \6164
ki
g
f
OA T€ OF TEST.
TIME OF TEST.
SLUMP.I NCHES.
B/12/7s CONCR E TE TEMP.
.ros
LAB
oF
oF70
TRUCK LOAO ING. . .
IVATER CONTENT.,.
WATER-CEMENT...
ADM I XTURE. .
CALC IUM CHLOR I DE
M I X NUMBER
sPECtFtCATt0NS..
oe s i'e Neo sY.....
tn.l c
3,
FR€sH CoNc. wr.. 142.3 P6t
ENT. ArR coNTENr4.2 %
I -1^SAMPLE cuR I NG. .. tJdD'
f
WATCR ADDEO.GALS Pt-ANT
cEMENT coNTENr.._PCY
COARSE, AGGReGA Te PCY
FINE AGGREGATE..PCY
CU YDS
CU YOS
eal/l o
RATIO
AEA
oz/ to
f:,
A I R TEMP.
Joa 77 oF
?q .JOB S I TE
1 .5-)/4n
3/4u -#4
t4
Sp Ec I ME r,,i r,.ruMaEa 123- I L75-7 176- 7 I77-L4 178- 28 L79- 28 180- OPt
OATE TESTEO B/re/ 75 A/1q/1q e/ 26/ 15 o la/1<9/s/ 75
NUMET.R OF OAYS CUREO 7 14 2B 28
o IMENS tONS, TNCHES
s To. cYL I ttoER=6rr x12rl
srd Srd Srd Srd srd
SPEC IMEN WE IGHT,POUNDS 28. OB 28. 88 28.29 27 .69 27.94
BSSD oE Ns I TY , PCF 143.0 t47.1 1AA 1 141. 0 142.3
AREA OF CYL tNOeR, I Ne
sro. cYt- tNriER=28.27 tN?
28.27 28.21 2B .27 28 .27 zo. z I
TO TAL TEST LOAD,POUNDS 80400 80000 94000 108000 11 1000
c0MPREss I vE sfRE.NGrn rPS I 2844 2829 3325 3820 3926
SPEC IF I Eo STRE NGTH,PS I 3000 3000 3000 3000 3000
TYPE OT FRACTURE:
1) o l AGoNAL sHEAR2) corue
3) vER T I cAr. sPr. I T
I I 1
REMAR K S
SAMPLED BY
FoRM C-1
G. Manzari T€STED BY T. Meier S IGNEO
4OO hdba' dd(ec*dcb ryr9s
cckrodo ' 00917
JO3 '5fr .t547
coNcREq] tFLo TEST ANp
COMPRESSIVF STRENGTH REPORT
cL r ENr No 113:1
CONTRACTOR
pRo.recl Crossrodds Addition
TRUcK No 16 T I CK E T NO v00360 3
r tME M 1 xse 7:43 ann r veo_X1L p14gge 9:00
r-AB No 123-1-(18r-186)
O31 sorh froroe ood wesrp o bo< fiaa -coNcRE rE c o Mountain Yolilerd .cobrd . 01657
3O3'rfb'02S7
Soil foundation
dngirverirtg
LOCAT ION OF PLACEM€,NT I N STRUCTURE Driveway of 14.kt
flf
CONCR E T€ TEMP .cu YDS PLAcEo... g/1,6
TRUoK LoAorNc... B cu yDs
lvA TEFI cONTENT... _-.cAL,/LO
RATIO
Pz. Adde{.o
oz/vo
_%
cu Yos oArE .oF rEsr.. ,. B/I5/75
T IME OF TEST.
SLUMP- 1 NCHES.
10: 00 JOB
LA B
oF
oF55
WA T E R. C E M E N T . . . .
AOM I XTURE.......
CALC IUM CHLOR I OE
M IX NUMEER
SP[,CIFICATIONS..
oest GNED 8Y.....
... 3
FREsH coNc. wt..I42.0 pCf
ENT. ArR coNrENT4.9 14
SAMPI.E CUR ING...Lab.
A I R TEMP.
,roB 70 0F
15IVA TER ADOEO-GALS PLANT
ceMENr coNrENr. . 5t sk. PcY
coARss, AGGREGATE- PCy 3/4
F I NE AGGREGATE.oav
JO8 SI TE
1 .5- )/4*
)/4, -#4
#4
sp Ec tME N r,,ruueEa123- 1 t8l- 7 IB2-7 18 3- 14 184- 28 18 5- 2B
OA TE TE S TED B/ 22/ 75 B/ 22/ 75 B/ 2e/ 75 Jl LZl t>e/12/ 75
NUMEER OF OAYS CURED l+28 ?8
D I MENS tONS, I NCHES
STO. CYL I NOER=6'rXl2tl
srd srd srd srd sEd
sPecIMEN rVE I GHTTP0UNOS 27.69 21 .73 27 .45 27.82 27.64
BSSD oens I TY, PCF 141.1 141.3 'l Iq R 141. 7 140. I
AREA OF CYL I NDER, INE
sro. cYr- l NoEF=28.2? tr,l3
28.27 28.27 28.27 28.21 28.27
TOTAL TCST LOAD,POUNDS 70000 70200 80000 9 5000 97200
c0MPRESS tVE STRTNGTHTPS I 2476 2483 2829 3006 34 38
SPEC I F I eD STRENGTH TPS I 5000 3000 3000 3000 3000
TYPE OF FRACTURE:
l) D tAGoNAL sHEAR
2) coNE
3) vER T I cAl. sPt I r
1 I I 1 1
REMARKS
SNIap L E o BY
t unu g-1
G. Manzari TE S TED BY T. Meier S I GNED
a
ndoo(
CL IENT NO
t.A8 N0
CONCRE TE C O
CON TRAC TOR
PROJECT
TR UCK NO
T IME MIXED
LOCATION OF PLACEMENT IN STRUCTURE Slab 4A,
Soil foundotiondngirverirp
corucnErO rElo rrsr nr,ro
400
coac,ooo sgrrQs
c*rado . dogtJ
30c . 5n6 .ba7
0ll so.rh traroc roodpoboxfiaa'
rd'cobrodo.01557
303.4ib .0297
COI"IPRFSS IVF ST.RENGTH RFPORT
123.I
123-1-(rB7-1e2)
Mounta in Mobile
Shaw Construction Company
Crossroads Add ition
1.4 rtcKEr Nov002814
I0: 320"* r vEo 10: 50 o.oaao 11 : 20
Northern 3/4.
(t
a
s
--..
oF.r0B
oF
CU YDS PLACEO.
TRUCK LOAOING.
ADMIXTURE.
24/ 45
T IME OF TT.5T. . .
SLUMP-INCHES...
F INE AGGREGATE
IVATER CONTENT
WATER-CEVENT...
Pozz.
CALC IUM CHLOR I DE
MI X NUMBER
SPECIFICATlONS..
OESIGNEO 8Y.....
'I 't . nn
,r-
FRE.SH CONC. tvr.. 140.3 I- CF
ENT. ArR coNrErr4.5 {"
I r].SAMPLE cuRlNG...uou'
IVA TER ADOED-GALS- PLANT
ceMENT coNr€NT.. 6 sk' pcy
COARsE AGGREGATE- PCY
CU YDS
e ll,/t- o
RATIO
AEA
oz/vo
%
CU YDS DAT€, OF TEST.e/2/75 CONCRETE TEMP.
LAB 67
A I R TEMP.
,JoB B0 oF
.,OB SITE
1 .5- )/ 4.1
3/4'3/Un-#u
PCY i4
SpECt ME.N llrJysgp 123-1 TBl-7 lBB- 7 189- 14 190- 28 191- 28
OATE TESTEO s/s/1\e/e/7s e/15/75 e/ 30/ 75
NUMBLR OF DAYS CURED 7 7 14 2B
OIMENSIONS, I NCHES
sTD. cvLt HoEn=6tt X7ztl
srd Srd Srd Srd srd
SPEC IMEN WE I GHT,POUNDS 27 .25 27 .40 27 .42 27 .65 27 .23
BSSD oeNS I TY , PCF 138.8 'I 1q q 139.6 140, 9 138. 7
AREA OF CYL I NOER, INN
sro. cvr-tNorn=28.27 lr're
28.27 28 .21 28.27 28 .27 28 .27
TO TAL TEST LOAD,POUNDS 6 5800 67800 B 9600 112000 10 700 0
c0MPResstvE STRENG TH,PS I 2328 2398 316 9 3962 378 5
SPeC IT IED STRENGTH.PS I 3000 3000 3000 3000 5000
TYP E OF FRACTURE:
1) DIAGoNAL sHEAR2) corur
3) vER T r cAr- sPr. t r
I 2 z 1 2
REMARKS
G, Manzar r TE S TED By G. l'lanzariSAMPLEo tsY
FORM C-I
S I GNCO
IFLD TFST
40{ hdbo. ddecdoad scrrtqs
cohr.do ' 6O9i7
JO3.596.?5a7
oJl scrrrh f ranoqe rodI o bo< fraa -
d . cobocb .O1657
303'415.0297
123-r-(193-198)
Mountain Mobile
Shaw 9ons tluc ! i.g!_!g1pg ry__
Crossroads Addition
(t soil Ineenng
LO,CATION OF PLACEM€NT I N STRUCTURE
32 TtcKEr Nov00386g
rtMe M;;Ep B:30 4pplygeB:50 pLACE.D
Completion of Slab 4A.
COMPRFSS I VF S TRENGTH RFPORT
cL fENr No I23-J
t-Aa No
CONCRE TE C O
CON TRAC TOR
PRO.JECT
TR UCK NO
a
F
r\ wA TER coN Te NT. . . sALilLDL-_IVATER-CEMENT... RATI O
AOMlXTuRE....... razz' 7E1
oz/ yo
CALCIUM CHLOR IOE
-%
MIX NUMBER
SPECIFICATIONS
DES I GNED BY
OATE OF TEST...
TIME OF TEST...
SLUMP. I NCHE S. . .
'ln.'rq
FREsH coNc. vv1,.140.6 FrCF
r/ >/ t>CONCR€.TE TEMP.
.roB
LAB
A I R TEMP.
.r08 0F
F
e cu yos pLAcEo. ..40/40 cu yos
O rRUcK LoAo lNG. .. cu yos oF
oF5I
ENT. A IR CONTENT 4.5 4
sAMPI-E CUR I NG. . .
WATER AODEO.GALS PLANT
CCMENT CONT€NT.. 6 SK. PCY
-
COARS€, AGGREGA TE- PCY 3/4
F INE AGGREGATE.PCY
JO8 St TE
1 .5-3/4n
)/4" -#4
i4
sPECtMEN NUMBER I23-l L93-7 1.94- 7 19 5- 14 t96-2?]_91- 28 198- ",PT
OA TE TE S TEO e/12/ 7s s/12/]s e/Le/75 1O/ 3/'/ \ro/ 3/ 7\
NUMBE.R OF OAYS CUREO 14 28 2B
olMENSloNS, TNCHES
sTo. cvt I noEn=6rrXl2rt
srd srd srd srd SEd
SPEC l MEN IVE I GH T, P OUNO S 27.24 27,46 27.29 27 .52 27 .22
BSSO oE NS I TY , PCF 138. I 139. 9 I 1q n '140 2 138.7
AREA 0F CYL tNOeR, I N'
S TD . CYl. t Noea=28 .2? | Na
28.27 28 ,27 28 .27 28.27 28 .21
LOTAL TEST LOAO,POUNDS 74000 74000 97600 110000 113000
coMPRESS I vE STRE NG T,H TPS I 25lB 26rp s4gt'3891 3997
SPEC I F I €D STRENGTI.I rFS I 3000 3000 3000 3000 3000
TYPE OF FRACTURE!1) D t AcoNAL sHEAR
2 ) co r.re
3) vERTlcAr. spr.tr
1 'l 2 I
Reulnxs
Snr,aptED By G. Manzari
FoRM C-l
T€STED ," G. Manzari SIGNID
Mr, John E, Yoders
James Ream and Associates
243 Kearney Street
San Francisco, California 94.|08
RE: Approval of Stair No. 2 Closure
Dear John:
l.lith the proper exit signs and other devices outltned in your
letter of January 30, 1976, I have no obiection with the
proposed closure of Stair No. 2 beyond the third level '
box 100
vail, colorado 81657
(303) 476-5613
l,.,FP/j k
fi\,
off ice of the town manager
February 9' .1976
Si ncerel y '
DEPARTMENT OF
COMMUNITY DEVELOPMENT2h;_
l.lil'l iam F..Pierce,
Building 0fficies
tNSiPECao.N FIE(tUEST
VAlLTOWNOF
JOB NAME
T|ME RECETVEd , ,. AM PM CALLER
n ornen
"i MON
COMMENTS:
! pnnrrll. LocATloN
READY FOR INSPECTION
THUR
El-appRovED I orsnppRovED E nerNsPEcr
E uportr rHE FoLLowrNG coRRECT|oNS:
CORRECTIONS
Best
copy
Available
DATE
INSPECTOR
Plcrcc
Brlmrr 750Ecl0 P?i 16
Fltdrugh scltt Inc.
Architecturo
Planning
P. O. Box2299
Vail, Colorado
81657
303 47&3038
Dal6 December 9, .|975
ro Ben Strahan
Chief Building 0fficial
Town of Vail
Vai'l , Colorado 81657
T
Ro Transportation Center
Job No. 'l 533
Genilemen:
wbar6 sending toyou:X herewith
-
under soparate cover
-
by meaeenger
X foryourapprova
-
foryourutg
-
lordistribution toyour subconlractors
-
as peryour rcquest
-
approved as noled
-
lo bs correct€d
th€follo'ving on th6above projecl:
2 Copies - Proposed railing for north side of ramp wall from 4th
to 3rd floor, Line C, frcm Line l8 to 28. Please
return I copy 'r{ith your conments or apprcval .
-
D6stroy ormark "VOlD" any prints previously issu6d to you not b€aring revision dateot
-
as not6d inthe revision column.
V€rytruly yours,
PIEFCE, BRINER & FITZHUGH SCOTT INC.
FIV D I Ui 'l r^,{
q
I
\:
t1,
7're:l
tl?," rh. x
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t!p" --1L4t
JAMES REAM AND
ARCHITECTS
243 KEABNY ST SAN
ASSOCIATES
FRANCISCO
Rb'ASr :P:!LY__y,eg:-3rq' --- -
ft7e -laiurs rl.ravper) l.bRttJD $loatil'
PAf NT To ll/.fc-P eltsf FAttS AT EXllAt)sr ArR SrlArrS'
991 RtrwS Veveu I troa..
rNc
AIA
94108
JOB VAlt, TRANspaRIAflop O?ttT|' ,x.
SUBJECT | ?-orrznv2' trAt t?trJ&t .
SCALE A5 NorgD
olu"
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$f '
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t!p" '-yLgt
JAMES REAM AND ASSOCIATES
ARCHITECTS
243 KEABNY ST SAN FHANC]SCO
ft7e .tawts I'NgvDer) /.a>Fxrtp gl'laotil'
PAINT To llht1-.{ ens( F,Atr".s AT ExftAnsr ArK sdAfr'.
tbT Rhrwt VovbL, I rroE.
Alil)
JOB V,III., TRANSPAR TATION O=.NTLF..
SUBJECT f ?,Orecftv2, fAtt'l,rq.
tNc
AIA
94108 SCALE A5 NOT?D
/. 7 -/ 2, ; f,,'+L-IO lNLPEc(loN nEouEsr
DATE
TIME RECEIVED- AM PM
n orxen
@'TUE*
COMMENTS: --r-
E eppRovED
JOB NAME 1,,
CALLER
n pnnrrnl.LOCATIONI
READY FOR INSPECTION
UR,TH
,t
wED i
//r:z,( a-
:'/-Z/.,.ct ./
I orsnppRovED D nerNsPEcr
c2,1...:,.4-r'zt :'z' .zz.-t- ' '> ..':"4-4 -'
rruSpecroR
DATE
ir.,ia+ri,ri r_'rF;. { .4 {' rv g'r:..s'-,-r.
FIEOUEST
f-<i '?"r ,1--'{
JOB NAME
TIME RECEIVED- AM PM CALLERt2c/" /<,/ J -t--
E orxen ! plnrrnl.LOCATION
READY FOR INSPECTION
WED THUR AM PM
.6i^ou*! orsnppRovED D nerNsPEcr
Ehiporrr rHE FoLLowlNG coR-( ECrtoNS:/;
ORRECTfONS ., ;'4'./-,2\ '/)pnz1, .iLu'
-/ti
ol;:r ) *' JJ - l(5
AN D Ass3tl[Er?S.'i$'f L"
- sAN FRANCTSCO, CALTF. 94.108
Box 100
243 Kearny Street
Phone (415) 989.2616
To!'tn of Vail
TO
tr Attached E Under separate cover via
! Prints B Plans
DAiE lJo6 l{o,L2/L9/7s I vail
Ben Straughn
the following items:
E Samples ! Specifications
VaiI, Co. 81657
GENTLEMEN:
WE ARE SENDING YOU
u Shop drawings
tr Copy of letter n Change order !
coPtEs DATE NO.DESCRIPTION
Punch List Item frm KKB!{A, L2/L6/75 to be added to other
itens.
THESE ARE TRANSMITTED as checked below:
I For approval
! For your use
E As requested
D Approved as submitted
E Approved as noted
E Returned for corrections
E Resubmit-copies for approval
! Submit
-copies
for distribution
E Retu rn
-corrected
prints
O For review and comment tr
! FOR BIDS DUE 19- ! PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO Bob Bilancl ilohn @vin
STGNED: ilohn Yoders
tl anctoauaag rra not aa not d, kindltt noti'}, ua ,t onca-ah l.t- b gl-aLl- &|iL,l-.id.lr
,
K'K"B.N.A
December .|6, .|975
Mr. James T. Ream - i '"- 'r
James T. Ream & Associates
243 Kearny Street i':- l- I il Y i f,
san Francisco, ca1 if . 94108 ,Arr -r^rir r.^,D r.q(:r,..i:.:rg,.
Re: Vail Transportation Center
0ear Jim:
The following are the structural punch list items:
'1. Level l, Column 15-8, clean out expansion joint between end of beam and
face of column.
2. Level I, Co'lumn 6-8, c'lean out expansion joint between end of beam and
face of column.
3. Level l, A'ir intake shaft at 5-B, remove wooden plug in drain pipe out of
shaft.
4. Level '1, patch large crack in slab on grade between 15 and .|6, A to AI.
5. Level 2, patch spalled and chipped areas in precast wall at 29-C.
6. Level 2, patch p'ilaster fovm tie holes at 30-C.
7. Level 2, patch wall expansion joint materia'l cover at 28-C.
8. Level 2, between B and C, 3 and 4, clean out and patch cracks in topp'i ng
slab with HSP joint caulking material. Cracks are due to tooled ioints
being made off of tee f'lange joints
9. Level 2, Line 6, repair tear in expansion joint HSP material about l0'
south of Line B.
'10. Leve] 2, Column B-11, clean out expansion joint between end of beam and
face of col umn.
11. Level 2, Line 11, turn up expansion jo'int HSP cover material at wall on
Line C.
12. Level 2, Line'll, install 5latera] earth shear connectors at bottom side
of 3rd level between Line A and Al, refer to revised detail dated 8/11/74.
,
Page 2 of letter to O
James T. Ream & Associates
December
.l6, .|975
13. Level 2, caulk around co]umns B2-.l1, B2-12A, B2-l38 and B2-.I5 vrith HSPjoint caulking material .
14. Level 2, Line i'1 , repair splits in expansion joint cover material (3 tota'l ).
15. Level 2, A-1.| , turn up HSP expans'ion joint material at wall l'-0.
'16. Level 2, Line I5, repair split in expansion joint cover material midway
betvreen A and B.
17. Level 2, Line 23, repa'ir split in expansion joint material about 18' north
of A.
18. Level 2, Line B, repajr HSP joints on each side of precast beam between
Lines 28 and 29. A'lso repair smal'l failure of HSP joint between 29 and
30.
19. Leve'l 2, Line 28-1/3 between B and C, HSP joint materia'l not jnstalled in
middle l/3 of span.
20. Leve'l 2, Stair No. 3, patch crack across stair door opening with HSPjoint caulking.
21. Leve'l 2, Line 24 between A and B, HSP joint material not installed for
about 5' at midspan.
22. Level 2, fill cracks in topping slab between A and B, 2 and 3, with HSPjoint caulking material . Cracks occurred due to tooled joints not being
made on tee flange joints.
23, Level 2, Plaza Tunnel Entrance, repair l,/4" wide crack on west side at
wal'l on-Line A. Move wall bacl to'final required e]evation and locationif any additiona'l movement occurs.
24. Leve'l 3, West Entrance Slab on Grade, patch crack running north-south
about 8'-0 west of Line l.
25. Level 2, West Entrance Slab on Grade, patch crack running north-south west
of Line l.
26. Level 3, Stair No. l, remove form used for drypacking 4th level tee 1eg
at south stair wall.
27. Level 3, Line 6, repair sma'|l split'in expansion ioint HSP material
about 20' south of Line 8.
28. Level 3, Column 6-8, remove debris at expansion ioint between end of
beam and face of column.
Page 3 of letter to O
James T. Ream & Associates
December 16, 1975
29. Leve'l 3, Line l'l at stair No. 4, turn up HSP expansion joint material be-
tween stair wall and Column B2-'ll.
30. Level 3, Line 15, Repair HSP expansion joint material where it has pu11ed
away from concrete wall south of Line B.
31 . Level 3, Line 15, turn HSP expansion joint material up wa'l I at Line A.
32. Level 3, Line 15 at A, clean concrete and debris out of wal 1 expans'ionjoi nt.
33. Level 3, Column l5-8, c'lean out debris between end of beam and face of
column at top of beam.
about 15'
35. Level 3, Line B, between Lines 4 andgirder with HSP joint caulking.
5, fill crack along south side of
36. Ramp between Levels 3 and 4, repair HSP joint along Line C between 18 to
28; at 20C, 22C, 23C. Inspect joint for fu11 length and repair any bad
spots.
37. Level 4, Line 30, repair HSP joint between A and B.
38. Level 4, Line A at 5-213, repair HSP joint.
39. Terminal Roof Structure; insta'|1 2-1/2" diameter x 10" stitch bolts at
upper.notched end of 3-ll8" x 12" s1oping glu-lam rafters where they
attach to 4'-0 deep upper roof truss. Countersink bolt heads and patch
to match surrounding wood.
I have also enclosed a copy of my complete final inspection report for your
records. Have a Happy Holiday Season.
arls,1D;,*
Nei 1 Dunbar
34. Leve'l 3, Lines .1-2/3 and 2, install HSP joint caulking for
north of Line A.
NFD : et
Enc.
TO
A N D AssStlli? S.'lf.',e"
243 Kearny Street
sAN FRANCTSCO, CALTF. 94108
Phone (415) 989-2616
Town of Vail
LETTfr @F TRANSNNNTTAL
"^" L27LL175 l'"' ""gail
Ben Straughn
the following items:
I Plans ! Samples fl Specifications
GENTLEMEN:
Bo:r 10O
Vail, Co. 81657
WE ARE SENDING YOU n Attached E Under separate cover via
tr Shop drawings I Prints
tr Copy of letter ! Change order !
coPtEs DATE NO.DESCRIPTION
Additional Punch List itens
THESE ARE TRANSMITTED as checked below:
! Approved as submitted n Resubmit-copies for approval
I Approved as noted tr Submit
-copies
lor distribution
E Returned for corrections ! Return
-corrected
prints
E For review and comment tr
! FOR BIDS DUE 19- tr PRINTS RETURNED AFTER LOAN TO US
REMARKS
n For approval
! For your use
I As requested
ggpy 16 John Gavin, Harrv Zeiqler
STGNED: ilohn Yoders
ft ancro3uraa aaa not ,a noLd, kindly notity us at otc..6.t rsr-ri bi'rra.5L. h., rn.ab
TRANSPORTATION CENTER PIERCE, BRINER & FITZHUGH SCOTT, INC.
JOB # 1533 Architecture/Planning
P. 0. Box 2299
Vajl, Colorado 8.|657
PUNCH LIST 12/ 4/7s
Level Three Terminal:
PT305 Concession Storage
l. Paint doors and door frames.
PT 304 Food Concessions
Delete finishes in this room.
PT303 Dining Area
1. Install b'lank cylinder cover in north exit door.
PT3l0 Vest'i bul e
l. Install blank p'late in door frame strike and paint.
PT3ll Mens' Locker Room
l. Add door, wjndow make changes per revised drawing.
2. Patch and paint hole jn door frame at strike.
PT309 Mens' Toilet
l. Install blank p1 ate in door frame strike and paint.
2. Install toilet paper d'ispenser in toilet partitions.
Mens' Locker Rooln
l. Install blank plate in door frame strike and pa'int,
PT306 Vestibule
l. Insta'l I b1 ank plate in door frame strjke and paint.
Women's Locker Room
1. Install blank plate in door frame strike and paint.
PT30B Womens' Toilet
l. Install blank plate in door frame and paint.
2. Install toilet paper dispensers in toilet partitions.
Leve'l 4 Passenter Termina'l
1- Install lodqe ohone shelf and sions-
ic4- |
fltt ocT141s74
SPEC IAL INSPECT ION REPORT
PROJ ECT N SPECTOR
/4pPr' leztlea
j4 7trlerce
a*p/ tt'ltl*net
AT ION I APPROVED ORRECT IONS REQU
CONCRETE:
Itl!pL.5+Rt3
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SPECIAL INSPECTION
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EORRtrCT IONS REQU I RED
CONCRETE:
Elnh+
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SPEC IAL INSPECT ION REPORT
fltl ocT
ltptr'V4.zt,rL
1 1974
rowN oE-qL
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LOCAT ION ROVED I CORRECT I ON S REQU IRED
CONCRETE:
Fa - 'iAA 8 -C L,.tE
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PRECAST:
OTHER: Speci f
ADDITIONAL REMARKS:
/a4 -l
RrI AU6 21 1974
PROJ ECT NAlVlE
SPEC IAL INSPECT ION REPORT
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INSPECTORL'7EAk'2+'Lt:tt
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CONCRETE:
+rtP z-> Z2/7-z5
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OTHER: Speci f
ADDITIONAL REMARKS:
/o4- I
SPECIAL INSPECTION REPORT flu AUG 21974
EcroR '6 . ,..
GAQI /ll'+'^G'421
PROJ ECT NA
ADD IT I ONAL
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PROJ ECT NA ECTOR
DATE i LoCAT ION I APPRO V E, T)CORRECT IONS REQU IRED
CCNCRETE:
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SPECIAL INSPECTION REPORT
TOV,'N OF VA I L
pRoJEcT nnue y'Att.fB*pwBrrnrcd lNsPEcToR @
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T IONS REQU IRE
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/c4-l
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SPECIAL INSPECTION REPORT
TOWN OF VA IL
INSPECTOR
.*
PROJ ECT NAME
ADDITIONAL REMARKS:
DATE i LooAT loN I APPROVED I --6ffiEeTlONF REQU IRED
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PROJECT N
DATE i LoCAT loN I APPROVED I
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CCNCRETE:
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SPECIAL INSPECTION REPORT
Toutt t9E vA I L
PROJ ECT NAME l/l, rfBP >roer*r'-{ GG,;h" rNsPEcroR
:TA. il,ro'o ,orr1 ta Ntl JUN
eo I coRRECT IONS REQU
CONCRETE:
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OTHER: Soec i f
ADDITIONAL REMARKS:
I L fFAN 9 p t, FfA! k )J CEtu rE
SPECIAL INSPECTION REPORT
RU JUN 6 1974
NSPECTOR 't7rra EP- (dPROJ ECT
ET' I CORRECTIONS REQUIRED
COI'iCRETE:
'At-t- I 66'.4a..
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STEE L :
PRECAST:
OTHER: Speci f
ADDITIONAL REMARKS:
SPEC IAL INSPECT ION REPORT
PROJECT *Or* NSPECTOR ru JU]I 4 tg74
CT IONS RTQU I
CONCRETE:
E t< c e S l' u' tX S<'e-t'w''l>,
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5 t trE L:
PRECAST:
0THER: SPec if
ADDITIONAL REMARKS:
SPECIAL INSPECTION REPORT
PROJ ECT NAME
.:lfr! :!*' e'rJats'-'r-
M TAPPROVED I CORRECTIONS REQU
COI'iCRETE:
't-i- zt'', /nn LtNE +Fi('flN. t
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t.-aht
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lt-IJl )c^,(ll lro {q}z fodJ *4as{
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cONTRAcTOR _J, A.. I'yder Construction Company
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T rlit u r xru 9.-15 - enn rvro 9:pLAcEr 10:00
LOCA T I ON Of PLACEMEITT IN sTRUcTURI Bus Stoo Street Level.
Soil [-' Joundattonengtneenng
LC TFST AND
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cu YOS Pr-AcED...B/24 CU YoS NATE CF TEST 7/ 2r/ 75 coNCR E T E
10: 30ITR UCK LOAD ING
WATEft CONIENT... __-_
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CALC I UV CfILOR IOE
M I X NUI,,IBER
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64 oF
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WATER ADDTO-GALS-- PI-ANT JO8 StTE
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NUMBLR OF CAY S CUHT. I)
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SPEC Ir I ED STRE.NGTH.i-S I
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REMARKS
SPEClrltN NUMhET' 104-l ]-375-7l/r'i,i
1376- 7 t377-14 r3l8-28 1379- 28
7/ 28/ 75 B/ 4/ 7s B/ rB/ ]t Y/ rr/ /\
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,;ii) ri,, r Va i1 Transportation Center
iri,., ^ rrr 511 lri;'(ri'.0 V3699
LocATlt)j. ot rr- {{..c,1 r-tr r I r,r :i fri jL t..i.:r Mechanical Shed Footings.
5oil 6 Jor';noorrc;r',Cnqtri€'g,t'nqk/
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REMARKS
$nrrlplED rty. G._ Manzari ii -,ri_, ii., G. Manza ri ., l,_1..a:r,
[.oRM U- I
4O0 hdbo d(e
ccb6do 5qrr6
cclo..do 009r|303.fr'b47
O31 sqrh ttorooc tod t\'":.
o o bo( 444 -
\d.ffi.ott/
303.l'b'0@7
coNcRETE cLo TFST ANp
COMPRESSIVE STRENGTH REPORT
CL I ENT NO 104- I
coNcRETE co Porto I'1ix
CONTRACTOR J. A.Hyder Cons truction ComP<,nY
(,
g
F.
foundat'ron
dnplirceilrg
PRoJ€,cr vail Transoortation Center
TRUoK x9 869 TICKET NO v37]-2
4:10 ^--,.,.^4:50T I ME M I xED _-:ARR I veo-' -" PLACE0
LocArIoN oF pLAceMeNr IN srFUcruee
-Wg-L]:-!gt-lsshgtt-lga1
''hed.
. t. 1l z1 /1qCu yDs pLAcEo... b/b cu yos oAT€ 0F TesT.... tl J)'t 'r CONCRETE TEMP.
TRUSK LoAotNc...6 cu yos TrMe gF TEsr....5:45 .,oB-oF
slt-,/t-o SLUMP- | NCHES .... '+LAB /V OF
--A I R TEMP .
YVATER CONTENT.
5,ATER-CEMENT... RATI O
AOMIXTURE .
--AgA
CALC I UM CHLOR I OE
M I X NUMEER
SPECIF ICATIONS..
oes I GNeo 8Y.....
oz/ vo
_%
€,NT. Af R CONTENT 1[.roB B7 oF
SAMPLE CUR I NG. . .
FREsH coNc. wr.. Ia?J ccr
wA TER AOO€O- GAL S -------J'LAN T
cEMENT coNrENr.. 5L sk' PcY'
COARSE AGGR€GATE- PCY
20 JO8 SI TE
1.5-)/4',
3/ 4" )/t+, -#4
F tN€ AGGREGAT€..
-
PCY
-
#4
sPECTMEN NUMsER I04-1 L5r1 t- I 138B- 7 1389- 14 1390- 28 139 r- 28
OATE TESTEO B/7/75 B/ 1/ 15 B/14/7s 8/ 28/75 8/28/75
NUMBT,R OF OAY S CUREO 7 7 '14 28 28
olMENSloNs, I NCHES
sro. cYL I NoeR=6trX'l 2n
srd srd srd q tsrl srd
SPECIMEN WEI GHTTP0UNOS 21 .70 27.80 27.92 27 .55 21.69
BSSD oEruSI TY' PCF 141. 1 14t.6 t42.2 140. 3 141.I
AREA OF CYL I NOER, I N3
sro. cYL r ruoEn=28.2? l tta
28.27 28.27 28 .27 28,27 28.27
TOTAL T€ST LOAO'POUNDS 72200 72000 B 1200 92000 91s00
c0MPREss I v€ srRENcrH rPS I zJ).+2541 2865 3254 3236
sPeCI F I Eo STRENGTH'PS I 3000 3000 3000 3000 3000
TYPE OF FRACTURE:
1) o t lcoHlL sHEAR
2 ) cone
3) ven r I cAL sPLt r
I 1 l t I
REMARKS
Slupt- Eo BY
FoRM C-l
G. Manzo ri TE STEO BY G. Flanzari S I GNEO
collcnrrE Olo rrsr rrruo
c0MPRESS tVr STRTNGTH gEP0RT4OO hd.bo. fildce
cm(6(b 9r!6
ccbrado . 8O917
303 . 546 1547
Soil
CL IENT NO
I.AB NO
CONCRE TE C O
CON TRAC TOR
PROJECT
IRUCK NO
T lM€ /UlxEt)
104. 1
10 4- 1.. ( r 39 3- 1398 )
Porto Mix
J. A. Hvder Con'truction Co. '
Va i1 TransDorta tlon Center
fJbv r tcKE T No v3753
2;45 ARRl uao 3:00oLAcEo 3:20
wall north of mechanical shed
1G} soL[h frmooe roodpobox foa "
,d . ccbodo 'O1657
JO3 .d7b .0297
kt
flf
OATE OF TEST.
TIME OF TEST.
SLUMP-INCHES.
B/ 6/ 7s CONCRETE TEMP.
4.nn
cu YDS Pr..AcEo...3\/3\ cu yos
TRUcK LoAotNG...3,
WATER CONTENT...
-
W A T E R - C E M E N T . . . .
-
ADM I X TUR E . .
CALC IUM CIlLOR IDE
MIX NUMBER
sPECtF tCATt0NS..
otstGNED BY-....
CU YDS
oe l,/t- O
RATIO
AEA
oz/vo
7;
FRESH CONC. wr.. 140.0 F.CF
.,r08
LAB
A I R TEMP
JO8 82
oF
oF
oFENT. ArR CONTENT4.T %
sAMPt-€ cuR t NG... Lab.
I1IA TER AOOED-GALS Pt.ANT TI
ceMEN.r coNrENr.._PCY
COARSE AGGREGATE_- PCY
F INE AGGREGA TE.PCY.
JOB SI TE
1 .5-)/4',
3/4t -/4
l4
SPEC ME N NUMBER 104- 1 1393-7 1394- 7
B/13/75OATE TESTI,O B/13/75
NUMBLR OF OAYS CUR EO
D IMeNS t0NS, TNCHES
sro. cYL I r.tDER=6rrX 1 2tl
SPECI MEN WE I GHT,POUNDS
ESSD oE NS I TY, PCI.
AREA OF CYL t NOeR, tN2
sro. cYr- tNn trt='28.27 tr'l?
TO TAL TEST LOAD T POUNDS B lBOO B 1000
coMPRESS I v€ STRLNG rx rPS I
SPEC Ir IED STRT,NGTx.FS I
TYP E DF FRACTURE:
l) otlcor.rnL sHEAR2) coNE
3) vERrtcAr. sPr,tr
REMARKS
s./ G, Manzari C M,enz:piTESTED S IGNEOSAMPL ED
FoRM C-l
s.
o,
s,
dOO hdt)q docecob(od' Xrrqs
cdorado . 0o9i7
303.5q0.1547
tGJl sor,{h troflo€ rood
9 o uo thoa -
wl . cdoado . 0{057
JO3 .415.0297
n9tneenng
coHcnrrr Olo rEsr ar.io
COMPRFSS IVT S TRENGTH RFPORT
CL I ENT NO 104- 1
coNcRETE co lqrto Mix
coNrRAcroR J._-4. llyder Cons.truction Company
PRO JECT _
TRUcK r.ro 512 r rcKE r ro V3778Soil
TtME Mtxerr_L:9L lnq1y691:04 pr_rceo_1 :l_
LOCAl ION OF PLACEMENT I N srRUcTuR. $trugtural post for mechanlcal shed.
(t
flf
cu YDS PLAcEo... !2/A_ cu yos
\LTRUCK LOAOING..:
TVA TEII CON TENT
IVAIER.CEMENT...
ADIUIXTURE..
CALC IUM CHLOR I OE
M I X NUt,,IBER
sPcctFtcATtoNs..
oESIGNtO 8Y.....
CU YOS
cl t-,/ t- o
RA T I O
ACA
oz/ vo
%
DATE OF TEST.
TIME OF TEST.
SLUMP- I NCHE S.
2:00
FREsH coNc. wt,.144.4 FCF
ENT. A rR coNrenr 2.6 q.
sAMPt-E cuRt"a... Lab.
WATER AOOEO.GALS Pt.ANT
CEMENT CONT€NT..-PCY
COARSE AGGREGA TE PCY
F IN€, AGGR€GA TE.PCY
8/1r/ 7s CONCRE IE TEMP.
.,0 B
LAB
A I R TEMP.
.loe B0 oF
oF
oF70
10 JOB SI TE
1 .5-3/4r
3/tqr _ft4
t4
SPEC I fJErv r.rur.,rega 104- 1
SPEC I F I EO STRENGTH
TYPE OF FRACTURE:
1) o t AGDNAL sHEAR
2 ) corur-
3) vERTrcAr. sPr.tr
t 399- 7 1d00- 7
DA TE TESTED
NUMBLR OF OAYS CUREO
8/78/ 75
O IMENS IONS, I NCHE S
s ro . cYL t No ER=6n X I 2rr
SP EC I MEN WE IGHT,POUNOS
BSS0 oeHs r rv, PCF
AREA OF CYL I NDeR, tNz
sro. cYr-truoEn=28.2? tN2
TO TAL T€ST LOADiPOUNDS
oMPRESS I vE STRr-NG TH rPS I
I2000 80000
REMARKS
FoRM C-1
TESTEO AY G. Manzari
S I GNED
- .'G M;nz4piSAMPLED BV
ah|-
concnrrr Olo rEsr nr'io o
COMPRESSIVi STRENGTH REPORTaOO hd6o( poce
coltado scrn6
corao.doqiT
303. 506 .7547
0.J'l sotrh lroroc road t\,"stpobo< foa -
vd . ccbodo . O1657
303.4b.0297
CL l ENT NO
I.AB NO 104- r- ( 140s- 1410)
Soil foundation
dngineerirtgk,
LOCATION OF PLACEM€NT I N
CONCRETE Co Porlol"lix
coNTRAcro^ J. A. Hlder Constructi,on Co.
pRo,rec, Veil Transportation CenEer
rRUcK ruo --999 r I cKE r No v3792
T I ME M r xeo I_?:LLaaR r vEo 12: 40purceo_LL!9
STRUcTT^a Lid for Bus Stop.
l/io'FE cu Yos PLAcEo ... 2!J3]_
-O ,rRUcK LoAo r NG. .. 5
Ft}- IVA TER CONTENThWATER.CEMENT...
ADMIXTURE..
CU YOS
CU YOS
e nl,/t- o
RATIO
AEA
oz/ yo
%
oArE oF r€sr.... B/L2/75
TIME OF TEST..
SL UMP. I NCHES. .
I:25
FREsH coNc. ivr.. 141.7 pCF
ENT. AtR cONTENT3.9 16
SAMPI.E CUR1NG...Le b.
f/A TER AODEO- GAL S _____PUAN r
cEMENT coNr€Nr. . 5b sk' PcY
COARSE AGCR€GATE-- PCY
FrNE AGGREGATE.. _ PCY
3,
CONCRETE TEMP.
.JOB OF
ule 75 oF
A 1R TEMP.
.,OB 82 OF
CALC I UM CHLOR IOE
M I X NUMBER
SP EC I F I CA T I ONS. .
oE s I GNeO BY. . . . .
o ,loa strE
1.5-)/4ns/4 3/En-f4
_#4
Sp EC t ME x xrJysgp 104- 1 1405- 7 1406- 7
OATE TESTEO 8/re/ 7s B/re/7s
NUMBE.R OF OAYS CURED
o I MENS tONS, TNCHES
sTo. cvu I NDER=6ilX12n
SPECIMEN WEI GHT,POUNDS
BSSD DENgI TY, POF
AREA oF cYL INoER r lNa
sro. cvr- r Hoen=28.2? tr.re
TOTAL fESf LOAO.POUNOS 82400
coMPRESS I vE STRE.NGTHTPS I
SPECIF I EO STRENGIH.PSI
TYPE OF FRACTURE!
1) oTAGoNAL srlEAR?) coNE
3) vERTlcAr. sPr-tr
REMAR K s
F0RM C-1
TEsTED ev T. Meier S I GNEDSAM'Leo e"G. Manzari
4O0 Frortrr rlrc(cio.do grgs
<ctrodr ' 0O917
301 .506 ba7
10$ sciJrh Jrsrog|? ro6dp o box Pl4
vet . cokrodo 01657
JO3 .4b.0297
coNCRFTE F+0 TrST lN0
COI,,IPRESS IVE STRENGTH REPORT
cL teNr No =!94-1
r-AB No 10a:!-lr!1r-I1!!l
coNcREre co lor!9 rql
coN TRAc ron _i. L Htr-e!-99!il-trg!r9!1 Conpany
pRo,recr _P_lele_Ilea
TRUcK "o -199
r lcKE r No v3845
T r ME , r rtu 8I1 oo* r uEo 8t25 o.o"ao 8:30
LOCAT ION OF PLACEMENT srRuctr^. uPper_&g$g!.L _pgdt
50r G foundooon
dngineering
IN
(t
a
Eof .r0B
oF
cu Yt.,:; PLAcEo... 8/35
ITRUCK LOAO ING...
rvA Ttfi coNTENT.,. _
h/ATER-CCVENT....
ADVIXTURE..
CALCIUM C}ILORI DE
MI X NUM!JER
SPTCIFICATIONS,.
OE S I GNEO BY.....
TIME OF TEST.
SLUMP- INCHE S.
Cu yoS oATe 0F TEST.B/22/7s CONCRETE TEMP.
CU YOS
eal,/t-o
RA T I O
ACA
oz/ vo
7'
9:00
...2u
5
3/4
FRE sH coNc. wr . . 142.6 r Cr
ENT. A I R coNre rur 3.2 ?:.
SAMPLE CUR I NG. . .t ab.
uo"66
A IR TEMP.
.loe69 oF
$JA TE R ADDED.GALS PLANT
cEMENT coNrENr.. 5L sk. Pcv
COARsE. AGGREGATE- T-CY
F INE AGGR€GATE PCY
JOB SITE
1 .5-3/4',
)/4u -#4
i4
SP I,C IME N NUMBER 104- 1
NUMBLN OF LTAYS CUFEO
D I MENS IONS, INCHLS
STo. CyL p.roin=frtl xlZtl
SPEC I MT,N WE I T.; Ii T, POUNOS
ESSD oerus t rY r PC[.
AREA OF CVt- I r'rOEn, 1ruz
STrj. Cyt tNr,t: r,=28.2? 1ru2
TO TAL TEST I OAIJTPOUNOS
corvpR E sS I v t. :i Tr'tt-NG TH, PS I
sPEct r I tc srr?SNGTULS l_3500
OA TE TESTEL)
TYPE OF FFACTURT.:
l) DTAGDNAL :r HF-AR
?.) coNt-
)') vrR r I cAr riP{. I T
[1 EI,,1AfiKS
SAMPt. EiJ tsv
F oRM (i-l
/r tt---'TESTEn tsY u. $anZd r]-T. Meier s I GNe.O
h+
coHcnerr elo rrsr nr,ro I
COMF'RfSSIVF STRTNGTH REPORTdoil tiylxy dae
ccacradc +{r!s
cctxd:kJ . 00917
.tcrJ . 506 l5d7
1O31 sourh J'anoge roao "'qYp o bor 1914
vaJ.ccbodo O1557
JO3 . 475.0297
o
s,
Soil
cLtENl 1.,19 104-I
coNcRETE co Porto Mi><
coN TRAc19q J. a.- H\ider cqlstlqq!-1e!,conpany
p Ro J Ecr Va il TraLsl>g.Ilgllg! Center
No v3447foundotion
Sngineerirp TRUcK *o -q€*---- rr cKEr
T IME r,t; y6p 12: 24 eaa Lg 12: 30
LocATtoN oF pLAcEMENT tN srRUcruRe 1i! to 2nd I.loor Columns B1
PLACEC
Line.
(t
flf 2*
oF
oF
CU YOS PLACEO...
TRUCK LOAO ING. . .
lVr\- cu Yos
tz CU YOS
clr-/l- o
RA T I O
AEA
oz/ va
t;
OA TE OF TEST.
TIME OF TEST.
SLUMP-INCHES.
6/24/75 CONCRETT TEMP.
I2z 30 uL,Et
LAB
A I R TEUP.
,J o B oF
IVATER CONTENT...
WAT€R-CEVENT...
AOV I X TURE.,
CALC I UM CHLORIOE
M I X NUMBER
SPECtFICATIONS..
DESIGNEO 8Y.....
FREsH coNc. wr.. I42.1 llf
ENT. ArR coNreNr 5 S,
F INE AGGRE GA TE
sAMPt-€ cuR ,rc.. . LdD'
IVA T€.R ADOEO.GALS Pt.ANT
CEMENT CON TEN T. .PCY
coARSE AGGR€cArE-- PcY xxx
PCV
10 JO8 SITE
1 .5- )/4"
)/ 4' -t4
t4
SpEc I MEN NUMBER I04- 1 lJ.+)- /r346-7 L347-14 1348- 2B 1249-28 1350-oPt
OA TE TESTEO 7/'t/15 7 /r/ t:7/B/15 1/ 22/ 75 7/22/7s
NUMBLR OF DAYS CUREO l4 ?8
O IMEN S IONS, I NCHES
STD. CYL I NOER=6ttXl 2tt
srd srd Srd srd < r-,-l
SPEC I MEN WE I GHT,POUNOS 27 .32 21 .3I 27 .43 27 .79 27 ,67
ESSD oerus I rY, PCF r39.2 139. 1 139.7 141.6 140.9
AREA oF cYL I NoER r lN"
sro. evr-tuorp=28.2? tN?
2B .27 26. z I 28 .27 28.27 28 .27
TOTAL TEST LOAD,POUNDS 74400 77000 88000 98000 10 2000
COMPRESS I VE S TRENG TH,PS I 2632 2724 3t-13 3467 3508
SPEC I F I Eo STRE NGTH rPS I 3500 3 500 3 500 3500 3 s00
TYPE OF FRACTURE:
1) D I AcoNAL sHEAR
2 ) corue
3) vER T I cAr- sPt- | T
1 I I 1 1
REMARKS
sy G. Ma nza ri TE S TED BY G. Manzari S I GNEOSAMPLED
FoRM C-1
o
s,
-.v
4O0 hdbo. d&?
Coltodo !Prr!6c6(od) ' 00917
303.590.15'd7
1&l'l sourh lrontooe rood u'est
9 o box &ca -
vda ' cobodo ' 01657
303.4r5 .0297
goncnrrr. roL-o rEsr nno
COI,4PRTSS IVi STRFNGTH REPORT
CL ICNT NO
I.AB NO
CONCRE TE C O
CONTRACTOR
104- I
104-1-( 13s1-13s6)
Porto Mix
.T n H rr,'i or Cnns l-rrrn|- i nn Cnyu -r vvrru
sor foundation
dngineering
pRoJ€cr Vail Tlansporqll1on Center
rRUcK r.r o 511__ r tcKE r No v54 56
TtME M1;69 B:45 4pq;yEp 9:00 pr-nCeo !:10
tN srRucluqg Columns 3rd ro 2nd Floor beElveenLOCA T I ON OF PLACEMENT
A A B for New Stairwav.
(t
fl
F--.
212 CU YoS OATE OF TEST.6/ 26/ 75 CONCRETE T€MP.
9:45
CU YDS PLACEO..
TRUCK LOAD ING.
IVATER CONTENT...
-
IVA T E R - C E M E N T . . . . \
AOM I x TUR E 1.
CALC IUM CHLOR IOE
M I X NUMBER
SPCCIF ICATIONS..
OESIGNED BY.....
TIME OF TEST.
SLUMP- INCHES.
2 CU YOS
e nu,/t- o
RA T I O
AEA
oz/vo
f;
2
.rOB
LAB
oF
oF
FREsH coNc. wr.. I42.7 p gS A IR TEUP.
ENr. A lR coNI.ENI 3:2__J/.,JoB 65 oF
sAMPLE cuR I NG... Lab'
NiATER AODEO-GALS PLANT JOB SI TE
CEME N T CONTENT..5Z bK PcY
-
1.5-)/4"
oOARSE AGGREGATe- FCY
F INE AGGREGATE.PCY
3/ 4"3/ t+t _ft4
64
sP Ec tME N NUMBER 104-1 1351- 7 1352-1 13 s3- 14 1354-28 135s-28 1355-OPT
OA TE TEST€.D 7/3/7s 7/3/7s 7/ro/7s 7/24/75 7/24/7s
NUMBLR OF DAYS CUREO 7 7 l4 )k 28
OIMENSIONS, INCHES
s rD. cYL TNDER=bn x1 2f
srd srd srd srd srd
SPEC I MEN WE I GH T, P OUNDS 27.82 28.04 21 .85 21.96
BSS0 oersrrY, P0F 141. 4 r42. B 141.9 ]-42.4
AREA OF CYL I NDER, INz
srD. cvr-tHoEp=28.2? tr.r2
28 .27 28.27 28 .21 28 .27 28.27
TOTAL TEST LOAD,POUNDS 96000 9B 000 109 500 114000 120000
COMPRESS I VE STReNGTH,PS I 339 5 3466 3873 4032 4244
SPeC I F I Eo STR E NG TH,I.S I 3000 3000 3000 3000 3000
TYP E OF FRACTURE:
1) o I AGoNAL sHEAR
2 ) cor.re
)) vER T I cAr, sPr- | r
1 I 1 1 I
REMARK S
st G. Manzari TESTEo u'' G. Manzari S I GNEDSAMPLeo
FoRM C-l
coNcRETE oLp TEST nN0
CL I ENT NO
LAB NO
CONCRET€ CO
CON TRAC TOR
PRO.JECT
TRUCK NO
TIME MIXEO
LocATr0N 0F pLACEMENT tN STRUCTuRE columns
40O hdbs dfec&.6@ lgrEd.o6.doof/
JGt.5fr.Dd7
O31 lcLrft frurcc load u,csrg o bo( fi44 -
rta . obocfr .&57
s3.4r5.0297
COMPRESSIVE STRFNGTH REPORT
104-t
104-1- (r3s7-1362)
Porto Mi-x
869 rtcKEr No v3509
7: 50 4pplygeB:00 pLACEog:1!
J. A. Hyder Cons Cruct j_on Co.
Va iI Tran:Dorta tion Center
3rd to 4th fIoor.
flf
CU YOS PLACEO. ..\/I
TRUCK LOAD ING. ..
VUATER CONTENT.
WATER-CEMENT..
AOMIXTURE..
CALC I UM CHLOR I DE
M I X NUMEER
sPectFtcATt0Ns..
OES I GNEO BY
CU YOS
CU YOS
CA L,/L o
RATIO
AEA
oz/ Yo
16
oAr€ oF resr.. ..7/2/75 CONCRETE TEME.
TIME OF TEST...
sLUr{P- I NCHES...
FRESH CONC. YIT.
oF65
o' ?n .r0S
LAB
oF
. 739.2 PCF A I R TEMP.
.roB 76 oFENr. AIR CONTENT5.5 4
SAMPLE CUR I NG. . .
WA TER AOOEO-GALS PLANT JO8 S I TE
FIN€, AGGREGATE..-PCY
CEMENT CONTENT. . 5L SK. PCY
-
1 . ,<- )/ 4'
COARSE AGGREGATE- PCY 3/4" 3/4n-ft4
_#4
0
SpEc I MEN NUMBER 104-1 1357-1 13 sB- 7 13 59- 14 1360- 28 I351- 2B 1362- oPT
OATE TESTEO 7/e/7s 7/9/75 7/1A/1q
NUMBER OF OAYS CUREO 7 7 r4 2B 28
otMENStONS, TNCHES
sTo. cYL I NoER=6[X l2n
srd Srd Srd
sPec I MEN rve I cHTTPoUNDS 26.97 27.L4 27.02
BSSD oENs I TY, PCF r37 .4 'I <A ?r37 .6
ARgA oF CYL I NO€R, I N"
sro. cYL I Hoen=Z8 .27 tnz
28 .27 28.21 28.27
TOTAL TEST LOAOTPOUNDS 69200 72000 I7000
COTTIPRESS I vE STRENG TH rPS I 24 41 z ).10 3077
SPEC,I F I EO STRENGTH TPS I 3000 3000 3000
TYP€ OFl) orrco2) cone
3) venrr
FRACTURE:
NAL SHEAR
CAL SPt. I T
1 I 1
REMAR K S
"r'
G, Manzeri TESTEo ".'
G. M;nzari S I GNEDSAMPL eo
FoRM C-l
4OO hdbd dred.6do scrrsdrocft .&9f,
303.S.1547
OCf iorh fraree rood ucsaqobdfu4 -
vd . obredo .0b57
303.{r5.029/
coNcRETE oLp TFST nNp
J. A. Fiyder Cons truet j.on Co.
rtcKEr No v3545
7:53 1pp l y6pB:10
"a4aao8:15
COMPRESS I VE STRENGTH .REPORT
CL I ENT NO
LAB NO
CONCRETE CO
CON TRAC TOR
pRO.reCT Vail Transportation CenEer
859
. LOCATTON OF pLACEMENT tN STRUClr"a Footings for Bus Stop Glgund Level,
F
e cu yDS pLAcEo... 5/5\ cu yos oAre oF resr.:.. i/9/j5 coNcRerE rEMp.
(., rRUcK LoAotNc... 5\ cu ygs rlME oF rEsr.... 9:00 JoB oF
-L+ lvATeR coNT€NT. eAL,/Lo SLUMP- l NCfiES. . .. 3 LAB 62 oF
-.wATeR-CEMENT.. RArto FREsx coNc. p1.. 143.9 pg6 AtR TEup.
ADM I xruRE .
-
AEA €Nr. A I R cONrENTjg---Jg .roB 62 oF
oz/Yo SAMPLE cuR ! Nc. . . Lab.
cALcf uM cHLoR loE
-1(
wATER ADoeD-cALs p1.Axr 10 .loB st rE
MIX NUMEER CEMENT CONTENT.. 5L SK. PCY
-
1.5-)/4'
SPECIF ICATIONS.. COARSE ^GGREGATE- PCY 3/4,, 3/4"-#4
oEStGNEo 8y.... FtNE AGcREcArE.._pcy _#4
,.-. Line 15-14.
-t
-
(t TRUCK NO
T I ME M I XEO
Porto Mix
SPECIMEN NUMBER 104-1 1363-7 1364-7 135 5- 14
OATE TESTED 7/16/7s 7/16/75 7/23/ 7s
NUMEER OF DAYS CUREO 7 ?r4 z8 28
otMENSIONS, TNCHES
sror cYLtNoER=6iXl2n
q F.l Srd srd
sPECI MEN rvE I cHTTPOUNOS 27 .79 27.94 27 .76
BSSD DENsr rY, PCF L42.3 LAL.4
ARtA OF CYL I NOeR, I N3
srD. cYLlHoe,n=?8.2? tNe
28.27 28 .27 28.27
TOTAL TEST LOAD,POUNOS 84000 I5200 95400
coMPRES9l vE STRENGTxTPS I 2971 301 3 3409
SPECIF I EO STRENGTH.PSI 3000 3000 3000
TYPE OF FRA
I ) DtAGoNAL2) cone
3) venr r cal
CTURE:
SHEAR
SPLlT
I I I
REMAR K S
G. Manzari TESTED ," G. Manzari S I GN€OSAMP L Eo
FoRM C-l
BY
40O hdbs drc&odo rcrrxEd.oe.009f/
coS.s.1547
(W lanh fYqroc toodp o bo< fica -
rd.obo6.065/
co3.4b.m7
foundation
engirvenrp
LOCATION OF PLACEM€NT IN STRUCTURE
Ternina l.
coNcRETE +O TFST ANp
COMPRESSlVE STRENGTH REPORT
cLt€NT 1,19 104-l
LAB No 104-1-(1369-1374)
coNcRETE g9 Porto Mix
CONTRACTOR J. A. Hyder ConstrucEion Co.
pRo.Jecr Vail fransportation Center
rRUcK n,o !]3 r I cKE r No v3553
Tt;i{ Mlxg6 II:21 ARRtvE.11:31 palggg
Structural Slab for New Stairway in Bust,
fl
F.
cu Yo.s PLACEO...sr/e,CU YOS OATE OF TEST..
TIME OF TEST..
SLUMP.INCHES..
. j 7/9/75 CONCRETE TEUP.
12: 15
t*
I
A I R TEUP.
roa 64 oF
II'ATER CONTENT.
WATER-CEUENT..
AOMI XTURE.
TRUoK LoAo I Nc. . . 3\ cu yos
CALC IUM CHLOR I OE
M I X NUMBER
SPECtF lCATt0NS..
DESIGNEO 8Y.....
olt-,/t- o
RATIO
AEA
oz/ to
fr
JO8
LA8
oF
oF70
FREsH coNc. tvr.. I42.2 Pgg
SAMPL E
WA TER
cef{€NT
CURING...
AoDEo-cALs PLAxr 6
coNrENr.. 5L sk. Pcy
-
JOB SI TE
1.5-)/4'
coARsE AccR€,cAre- pcy 3/4" i/4r-#4
F INE AGGREGATE..
-
PCY #4
ENT. ArR coNrerut 4.1 *
sPEc I rrgr{ r.riJygE6 ro4- 1 1369- 7 1370-7 13 71- 14
OATE TESTED 7/16/ 7s t/1A/1c 7/23/75
NUMBER OF OAYS CUREO 7 r4 2B ?8
oIMENSIONS, INCHES
sro. cYL tHoen=6iXl2i
srd srd srd
sPECI MeN WE I cHTTPOUNOS 27.69 z t.6>zt.>>
ESSD oeHsrrY, PCF 1/1 1 1 140. B 140.3
AR€A OF CYL I NOER, I N3
sro. cYLf NoER=28.2? tna
28 .27 28,27 28.27
TOTAL TEST LOAD,POUNDS 94800 9B 200 10 30 00
corrPREss I ve srRENcrx rPS I 335 3 3473 3643
SPECIF I Eo STRENGTH.PSI 3 s00 3 s00 3 500
?YPE OF FRACTURE:
l) olAcoNAL sHEAR
2 ) coNe
3) venrrcAL sPLtr
I I I
REMARK S
G. l"lanzari C rrl:nz4 piT€ S TED S IGNEOSAMPLEo BY
FoRM C-l
foundation
Sngineerirp
LOCA T I ON Of PLACEMENT
TI
IN S TR UC TUR [,
qorcnrrr Olo rEsr nr'ro
CO\'IPRFSS lVf STRFNGTF, REPORT
cLtENl 19 104-1
LAB No 104-1-(1375-1380)
cONcRE TE c o Porto l'1ix
coNrRACro, _J. e. f f:. go1s9rryt19f1moanv
Va i1 TransDort- t ion CenterpRD,rEcr ya_11 !raqsport-t ion Center
rRUcx No 735 v 164 3TICKET NO
r,r E v I x r o 2:_L5__ a o o r v r o-9_1!-_p l e c e o_!0 : !9
3O{ frarlxr llote
cdcrodo frn'r';s
cctr.aJc' 00?i /
JO3.:p6.15a7
{}J1 5c,{,th Jr())(og" roodg o box 1Q1.4
a cdsodo . Or55i
303 , 4b .0297
Soil
Bus Stop Street Leve1.
(t
a
ss
cu YLS PLAcec ... B/24
TRUcK LoAorNG... B __
YVA TEFi CON TENT.. .
---WATEP-CEVENT...
ADMIXTUFE..
CU YOS OATE OF TEST 7/2r/75
10: 30lIME OF TIST.
SL UMP- I NCHE S.
FRESH CONC. WT..
ENT. AIR CONTENT
SAVPI-E CURING...
I42.9 | Cr
a-7 I
CONCRE TE TEMP.
,JOB
LAS
A IR TEMP.
toa 82 oF
oF
oF64
IUM CHL OR IOE
CU YOS
ca l,/l o
FA T IO
AEA
oz/ va
N.CALC
MIX
SPTC
OE S I
IlA TE R ADDEO-GALS PI.ANT 35
CEM€N T CONTENT..sL sk.PCYNUMBER
lf l cATloNS.,
GNEO 8Y.....
C0ARSE. AGGREGATE_----_ PCY
F INE AGGREGAT€.PCY
a/ 4tl
JOB SITE
1 .5- )/4"
'j/ 4n -gL
l4
SP EC IME N NUMBER 104- r I375- 7 l-375- 7
OA TE TESTF.O 1/28/ 7s 7/28/7s
NUMBE R OF OAYS CUREIJ
DIMENSIONS, I NCHE S
STO. CYL I t'tOER=6'rrX l2'l
SP EC IMEN IVE I GH T, POUNDS c" oo 27 .88
BSSD De NS t TY , PCF 142. 1 142.0
AREA OF CYL tNOI,R, IN2
sro. cvt- trurrep=2ti.27 tN2
TO TAL TEST LOAD.PO(JNOS 46000 45600
COMPRESS IVE STRe.NGTx,PS I 1627
SPec tF tEp s TRENGTIT y'-S l__
TYP E OF FRACTURE:
1) D tAGoNAL sHeAR
2 ) cor're ..
3) vERTrcAr. sPr,tT
REMARKS
28 .27 zo. z t
3000
,1q4I
3000
G. Ma nza ri r\ !J---.TfSTfn ky b. lvldnzdrl S IGNEOSAMPL ED BY
FoRM C-1
JAMES REAM AND ASSOCIATES INC ARCHITECTURE/INDUSTRIAL DESIGI{ 243 KEARNY STREET SAN FRANCISCO CALIFORNIA 94108 (415) 989.2616
ilanuary 30, L976
Mr. Benjanin Straughn
Chief Building Inspector
Town of Vai]-
P.O. Box lOO
Vail, Colorado 8165 7
Dear Ben:
At the request of the Town of VaiI r,i'e are requesting your approval to
close-off stairway nuribex 2 at the fourth level- of the Vail Parking
Structure. Itris stairway was priararily provided as a convenience
for the parking structure patrons who did not wish to wait for the
elevator located in the inmediate area.
As you can see by the enclosed third level plan of the parkinq
structure, the closing of this stairway at the fourth level does
not compromise the exit requ.i.rements. lltris stairway would now exit
at the third level through the pedestrian tunne I similar to the
condition at the west end of the parking structure at stairway nurTiber
1. We will provide necessary exit signs, a barrier in the stairway
at the third level to prohibit patrons frorn continuing up to the
fourth level, and change the direction of door svring at third level
to open in the direction of travel.
We hope that this neets with your approval.
please let us know.
If you have any questions
very truly yours,
cc: Mr. Terry Minger
Mr. Harry Ziegler
Mr. Robert Hiland
Mr. John Gavin
I a
JEv/jh
Enclosure
Juno 197!
Otrr 9lrr,
Koat R. Rolr,
Torn Englnrer
rJ
Jrnrr Rrarl 3 ArroclrtrrZ{! Xrrrny Strort
$ln Frunclloo. Crl I f orn l a
9{t08
loutd you klndly rrnd ut tlx aopler of
pfanr rlth proprrty llnrr rnd ovorclltr.r nsnlcfprl prrklng rtructure.
iho lrttrt plot
dlarnrlonr for thr
Thr .stl l lty congrnlrr rugul ro ?hr Intornrtlon confrlnrdfhrrcln In-ordrr fo lurnlrh thr Torn rlfh rlflnrter for
I lna ciangaf.
Yrry trrly yourt,
TOTN OF VAII
P.E.
Aprf I t, l9t5
Hr. Jrnrr RrrnJrnat R.rn tla irroetltor. Inc,
241 Krrrny $trut
3an Frunoltco, Crl lfofnlt 9410t
Drer Jlnr
Truornlff.d hffaf lth lrc thr.r coplrr of ihr nLrrl ol thr$trtr of Golorudo Rrgtllrtlng thr Pracf lcr of Profrrrloor]
Engl nrrrf r3o.
Thlr thorld br rll your cn;lercrlng flri $.rtlt for o dlructrrclproclty for rrglrtrrtlon la ColoruCo.
lf you hrvr fsrfhaf qurrtlonr, eaad furthrr Infomrf loa orfomr, pl.rfa Goatlct r..
Yorrt trrly,
TOTil OF YAIL
Xrnt R. Rofl , F. E.
Torn 6nglnmr
dt
JAiIES REAM AND ASSOCIATES tNC ARCHTTECTURE / TNDUSTRIAL DESIGN 243 KEARNY STBEET SAN FRANCISCO CALIFORNIA 94108 (415} 989.2616
2l Morch 1973
Mr. Jomes Lomonl
Asisiqnt Town Monoger
Box-631
Voil, Colorodo
Deor Jim:
I om finding thot oll members of ourdesign teomore relieved to some degree thqt we will hove
time to develop oll ospects of the Tronsporfotion Center proiect before the bond election in
August. We ore now looking fon'rord to o progrom for 1974 in which we moy be oble to con-
struct the entire focility, rofher thon the two phose operotion previously contemploted.
Forplonning purposes here we need the following itens of infornrotion ot the eorl iest possible
dote:
l. The number of bus positions which moy be reguired forsimulfoneous unlooding operotions
ot the terminol .
2. The tofol number which nny require storoge either ot the terminol focility or ot o remote
lot locotion during o peok dennnd doy.
3. The number of renfol con which might initiolly be required for storoge ot the porking focility.
4. The demond for fruck berth looCing ond unlooding spoce, both for commerciol institutions
ond privofe residerrces in the plonned pedestrion core ond outside the core. The key figure
here might be the totol numberof trucks requiring unlooding ot o freight focility ot ony one
time.
5. Ihe present municipol porking lot hos on underground highwoy droinoge line running diogon-
olly ocross the center portion of the lot. While we understond thot no drowings exist of this
line we need to obtoin whofever elevotions we might be oble to determine from field meo-
suremenfs. Our site survey shows the elevotions oi two droins into th's I inerone ot the south
edge of the porking lot ond one ot the edge of the povemenl neoresf the covered bridge.
Meosuremenfs from these grotings down to the line would be of help in determining the flow
of this section of the droin.
i. Oo", Gore Creek flow continuously during the winter.or does it ice over for certoin periods?
7. Our Mechonicol ond Eleciricol engineers ore not currently registered in fhe stote of Colorodo., Would you osk the City oitomey to determine whether or hot they will be required to be re-
gistered in Colorodo or will our registrotion os orchitects cover the legol requiremenis for the
proiect? lf'the engineea registrotion is required is there on option whereby they con be
gronled regisfrotion for o single proiect only rother thon full stotewide registrction ?
1a I
May 17, 1972
Mr. J ames Ream
James Ream and Agsoclates Archltecfs
245 Kearny Street
San Frsnclsco, Callfornla 94108
SubJect: Val I Transporlatlon Center
Dear J lml
l{lth roference to your letter of l''lay 10, 1922, I hove gone
over the Eet of plans aarked In red regardlng exlts and my
comrnents 6r€ es follows:
l. In accordsnce vrlth Sectlon 3502 (d), no polnt shallbe
more than 150 I from an exterlor exlt messurod along tho
llne of travel. As you have Indlcafed on your drawlngs,
tho l50r In all casos ls not meosured In the llne of
travo I , but rather by rad I us.
2. I belleve lt would be al I rlght for you to contlnue on the
assumptlon that the number of oxlts you have wlll Pass.In the meontlme, I wlll get a verbal hearlng from fhe rnem-
bers of the Eoard of Appeals and se€ Y{hat thelr thlnklng
ls and wlll notlfy you lrnmedlafely.
5. All other lfems noted In your letter and on the plans, I
am ln agreemenf w lth.
i
As I mentloned to yourdurlng our last meetlng, I thlnk the
throe-story cei llng level In the bus. termlnal ls excesslve and
my thlnklng ls fo contlnue the floor at each levol over the
tcrmlnal area In order to have more rgntal sPace. In talklng
wlth Terry regardlng thls subJeci, he agrees that the Town
should make use of all oval lable rental space and thaf we
should plan on hovlng rental space In the area whlch you show
open. Please glve thls your lmmediate attenflon.
I wlll be looklng forward to seelng you the next tlme you are
In Va | | .
Yours truly,
Ed Strub le
o
JAMES REAM AND ASSOCIATES ARCHITECTS
ARCHITECTURE AND INDUSTRIAL DESIGN.243 KEARNY STREET. SAN FFANCISCO CALIFORNIA 94108 . (415) 989,2616
l0I'lwy 1972
Mr. Ed Strubel, Building Officiol
Box 100
Voil, Coforodo 81657
Deo r Ed,
Enclosed ore six prinfs of the three plon levels of the proposed Voil Tronsportofion
Center with exiting shown. We hove morked up these prints in red to illustrofe
horizonfol distonces to the neoresf exit os we interpret fhese requirements.
We would oppreciote it if you would review these drowings ond fo rwo rd your com-
ments to us concerning exif suiiobility or ony ofher code motters you moy defermine.
Note thot os we inferpret these requirements oll oreos of the strucfure now foll wifh-
in the 150 foot trovel'distonce to on exit except for the very smoll sl iver of s.poce
of fhe center of the soufh side of Unit B, fhe second moior porking block. This nor-
row oreo is nrode difficult fo service becouse of fhe chonge in level befween thot
oreo ond fhedescending porking romp immediotely fo the north. However, yot will
note by checking the poinfs tnoik"d with the letter'A'thof oll outomobile porking
positions in fhe sfructure ore still reqched by fhe 150'rodius line which we feel
would constifufe substonfiol compl ionce with f he requirement. Also, nofe thof the
greot moiorify of the floor oreo is covered by two, cind ot f imes even three, over-
lopping exif rodius oreos .
Pleose nofe olso thof on the ground level o perimeter wolk oround the on-grode
porking is provided oufside of the strucfure line of the building for perimeter exif-
ing. W" would like to oscertoin thot fhis is sotisfocfory os o pedestrion roufe from
fh; building. The two circulorsfoirs shown do not conform fo legol exiting dimen-
sions, but fletsons leoving the building ore olreody outside of fhe structure of fhot
point ond it merely provides o roufe from fhe lower elevofion up to the fronfoge
rood level .
lf would be o help to hove ony commenfs here os soon os possible. Also,. I will
be in Voil on Moy l6th for presentofions of the proiecf . Perhops we could hove
further discussions ot thot f ime.
Very best regords,#kt
Terrell J. Minger, Town Monoger
Enclosure: Preliminory Floor Plons of Voil Tronsportotion Center
uEs+HEO
TOWN OF VAIL
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
! orxen ! pnnrtal. LocATtoN
READY FOR INSPECTION
WED THURMON
COMMENTS:
TUE FRr--------------
-AM
PM ,
E nppRovED florsnppRovED E netNsPEcr Best
copy
AvailableE uporrr rHE FoLLowrNG coRRECTIoNS:
CORRECTIONS
INSPECTOR
a
DATE
=
( ,i t,y
40O ha6o. dtrec6,ocb sorna6
(ddddo . do9i7
303. 506 .r5.7
031 !oL(h f ;orooe roodp o bo( 1q44 -
wi.cobodo.0ad57
3m . 4r5 .0297
coNcRFTF OFLD TFST iNp
COMPRFSSIVT STRENGTH RFPORT
cL I ENr No 104-1
(t
a
sol
LOCATION OT PLACEMENT
terminal.
r-AB No 104-1-(1533_1338)
coNcRETE co Porto-Mix
TtME rrlxrDS_:152 ARRtveo-1!q0 pLACEDgt15
I N STRUCTURE Topping in store room. 4th leveL bus
CONTRACTOR
pRo JEcr Na il_ Tralglg$al&n Center'-
]-
e cu yos pLAcED.
O TRucK LoAo I NG.
CU YOS DATE OF TEST.s/ re/ 7s CONCREIE TEMP.
10:10fWA TER CON TE N T.
U
IVATER-CEMENT....
AOMIXTURE..
Pozz. addeC
IIME OF TT,ST..
SL UMP - t NCHES. .
CU YOS
e I l,/t- o
RA T I O
AEA
oz/Yo
%
,4,
.r0B
LAB
AIR
JoB 66 oF
oF
oF54
FR€SH CONC. WT..1 A't '7
F UT T€MP.
ENT. AIR CONTENI 5.!_-_Ji.
CALC
MIX
SPC.C
oE s I
luM cHL.oR I OE _--
NUMEER
lFtcATloNs.
GN€,O 8Y....
SAMPI.E CUR I NG. . .
IVATER AOOEO-GALS PI.ANT z>
CEMENT CONT€NT.. 6 SK. PCY
-
COARSE AGGREGATE-- PCY XX
F I NE AGGREGATE.PCY
.,OB S I TE
1 .5-)/4n
3/4'-#4
#4
SPECIMEN NUMBER rve- l-
OA TE TESTEO
NUMEfR OF OAYS CUREO
TYP€ OF FRACTURE:
1) DtAGor.rAL sHEAR2) coNE
3) vERTtcAr. spr"tr
r333- 7
s/ 26/ 7s
t334- 7
s/ 26/ 75
133 5- 14 13 36- 2B t337-28 1338-CPT
o IMENS IONS, I NCHE S
STO. CYL I NOER-6nXl2i.
SPEC I MEN TVE t GH T, POUNDS
BSSD DeNStTY, PCF
ARgA OF CYt-tNDER, lNz
sro. cYr.tNot-a=28.27 INP
TO TAL T€ST LOAO T POUNDS
COMPRESS I VE STRENGTH,PS I
100000
SPEC IF I ED STRH NGTH,f-S I
REMARK s
SeupLe.o
F oRM C-l
Bv S. Schroeder TFqTFN PV S. Schroeder S I GNEO
t
-v
PEFIMITPLIJ MEr r Nc; / M EqHAru r cal
TOWN OF VAI L
otteFt/ ?.7:*
I
owNER /,, >/,/" .- {, --.. ,,}- ADDRESS
,
E appnoveo
TOTAL FEES: $
DATE
USE OF BUILDING:
oF woRK: ElGw E aoorrroru E nenaooel E nepern
PLUMBING: NUMBER MECHANICAL: NUMBER
VALUATION$)/)OO9 VALUATION $
REMARKS:REMARKS:
PERMfT FEE '-'''t' 'li :; I t ''PERMIT FEE
I orseppnovpo
||\t si ]t Ec oTIcl
JOB NAME
TOWN
r,:
FIEBUESiT
VAIL
t\l
OF
CALLER
I orxen
MON
COMMENTS:
n plnrrnu LocATroN
READY FOR INSPECTION
WED THUR AMPM'
fi nppRovED E orsappRovED ! nerNsPEcr
! upol.t rHE FoLLowrNG coRRECTToNS:
CORRECTIONS
DATE
INSPECTOR
o
TICTINSPEC FIEOUEsiT
VAILTOWN
N
OF
DATE
TIME RECEIVED- AM PM CALLER
I orHen ! plnnel LOCATION
FRI
READY FOR INSPECTION
wED af@'\---
PPROVED ! or sere Rov E D E nerNsPEcr
E uponr rHE FoLLowrNG conRECTIoNS:
CORRECTIONS
DArE -4: /^ 7$-
DATE . "', )' ' : : ',::,- JoB NAME
FIEOUEST
VAIL
::, 'TIME RECEIVED r ' cr AM PM CALLER
tNsPECToN
VT-C-,TOWN OF
fl orxen
COMMENTS:
TUE
I panrrnu. LocATroN
READY FOR INSPECTION
WED THUR FRI AM PM
ESeeRovED ! orsappRovED ! nerNsPEcr
IJ UPON THE FOLLOWING CORRECTIONS:
cpRRECTTONS
DATE
INSPECTOR
--
_t .- y'^"r'...,.'
tNs]'ECTIN FIEOUEsiT
VAILOWNo
CALLER
E orsen n pnnrrll LOCATION
TUE
READY FOR INSPECTION
WED THUR FRI-AM PMGDI
COMMENTS:
E.peeBovED n orsnppRovED
fl upon THE FoLLowrNG coRREGTToNS:
CORRECTIONS
! nerNsPEcr
Best
copy
Available
DATE
INSPECTOR
PLrca
BdnrrI
Ftttb{tnSconlm.
. Archiloctu 16
Planning
P. O. Box2290
Vail, Colorado
81657
300 47e3m8
Date
To
June 6, 1975
Mr. Ben Strahan
Bu'ilding Inspector
Town of Vail
Vail, Colorado 81657
Concrete Tests
Job No...
G€ntleman:
We ar6 8€ndlng lo t ou:
-X- her€with
-
undoreeparate cover
-
by masenger
lor lrour approval.+ lorl,our use
-
to.distrlbutiofi ioyour subcontractoG'
-
a! pcryout requesl
-
apptoved as noted
-
to b€ conected
tho follqrving on lhe abo\re proiect:
One copy of.gur letter to Mr. J. Lamont
One copy of various required tests.
Fer' our phone conversation.
Vorytrulyyour8,
nende, gRrueR & FTTZHUGH scorr rNc.
-
O$troy ormark "VOlD" any prints previously issued to you not bearing r€vision dat€ ol
as noted in the aevision column.
ve.irO
C.'u.--EETE lft= sr g
Jf.,r* oe
six compression,cylinders will be taken for every 50 yards or
ir"r. Slurnp tests will be taken from every batch delivered.
Air content to be taken for every I50 yards or less.
tJU,Fq|Bts{ Evr LDrwq CoeE,
%E'"-.'z'-1
(d) Evaluation and Acceptance of Concrete. l. Samp'tes for streneth
tests of each class of concrete shall be taken not less lhan drtte a ilay
nor less than once for each 150 cubic yards of concrete or for eacir
5000-square feet of surface area placed. The samples for strength tests
shall be taken in accordance wiah U.B.C. Standird No. 26-10: Cvhn-
ders for agceptance tests shall be molded, laboratory-cured and testedin accordance with U.B.C. Standard No. 26-10. Each strength test
result- shall_be the average of two cytinders from the samelample
tested at 28 days or the speciffed earlier age.
2. When the frequency of testing of the preceding paragraph will
provide less than five tests for a given class of concrete, tests shall be
made from at least five randomlylelected batches or from each batchif fewer than ffve are used. When the total quantitj, of a given class of
concrete is less than 50 cubic yards, the strength tLsts miy be waived
by the Building Official if, in his judgment, ade-quate evidence of satis-factorl' strength is provided.
- The slump test is made at the start of operations each
day and whenever the appearance of thetoncrete indi-
cates a change in consistency. Air-content tests should be
made often enough at point of delivery lo ensure proper
alr content should temp€rature and. aggregate grading
cnange.
The number of strength tests made will depend on the' requirements of job specifications and the occurrence
.. of variations. The Building Code Requirements for Re-
inforced Concrete (ACl 318-63) specifies that for each
class of concrete at least one test consisting of two speci-
mens must be made for each I50 cu.yd. of concrete, but. not less than one test for each day's work. The National.
BuildingCode of Canada 1960 requires that one strength
test consisting of three specimens be made for each lbO
cu.yd. of concrete placed and not less than one test be
madc for each class of cencrete cast each day. Further-
more, additional specimens may be required when tem_
perature or moisture content changes suddenly or when
malerials or sources of materiats are changid. These
Page 2
September 2'5, ],g74
Mr. J. Lamont
Town of ValI
Va11, Colorado
The ACI speclflcatlons call for three speclmens for
cu. ydE. ?wo speclmens to be tested at 28 days for
and one tested at 7 days for lnformatlon.
We feel. that thle would be reLlabLe testlng for the
of thls proJect
Slncerely,
each 100
acceptance
remalnder
MAR. L. HlLand
CC: Kent Rose
Stan .Bennsteln
Tenny l'Ilngen
James Ream
o
FFICE OF FITZHUGH SCOTT - ARCHITECTS/PLANNERS' INC. P.O.BOX U73. VAIL, COTORADO 81657 (303) 4763038
September 25' L97\
Mr. J. Lamont
Town of Va1l
Va11, Colorado 81657
Be: Vall- Parklng Structure
Dear Jlm:
Per your request and the request of James Ream per your
nreeting Rugust Lg, ;-974 we were asked to comment on concrete
testlng 1n regard to the above proJect'
In past years local concrete suppllers have provlded cOnCre't,e
wlth a wlde strength varlatlon wlth some conerete below that
speclfled for a ProJect
The present testlng. requlrements regulred U{ !!" Tom of
Vatl whlch- supplem-nt tfrat requlred by the- tJnlform'Bu1ldlng
Code are more ltrlngent than that requlred by the Amerlcan
Concrete Instltutes Speclflcatlons for Structural Concrete
i""-a"iioines (Ac1 3oi-72). The ACr requlrements for strength
tests are the standirds requlred by thls proJects Consultlng
engt-neJrs and could be used on thls proJect at a savlngs to
the Owner
In the past 1t mlght have been advlsable .to make test cyllnders
or "v""y batch of concrete to assure guallty control, but
28 day Ly1lnders tested on thls proJect have except for one
cyllniler-been over the strength speclfled'
)/
''4-A*t
coNcRETE elp rrsr ANp r
L04- 1
104-1- ( 1333-1338 )
4OO harbcr ddc?
cobrado sorn6
cdo(.6.d09i7
JO3. 5fr .1547
O3'l sqrh ftoroc oodo o bor fiaa -
raa ' cobrcdo . O1657
30C.uUb'0297
CL I ENT NO
I.AB NO
CONCRETE CO
CONTRACTOR
PROJE
TR UCK NO
Porto-Mix
soil G
k,'
LOCA T I ON OF PLACEMEN T
terminal.
T tM€ r\t r xe oB: I lnn
srRUcrune _!9!Ping in store
r veo 9:9i_
room, 4th
PLACEO 9: l5
level busIN
Ineenng
t-rF
e cu Yos pLAcED... I oArE oF resr.. .. 5/L9/75
TIME OF TEST....
SL UMP - INCHES....
FRESH CONC. WT..
10:10
CONCRE T€ TEMP.
.J0BO rRucK LoAo I NG. . . I CU YOS
CU YDS
eat/ to
RA T I O
oF
,-.
IVA TER CONTENT.
I1IA T E R- C E M E N T . . .
4\
I41.7 FCF
LAB 54 .OF
A t R TEMP.
.,oB 56 oF, ADMIXTURE.......
-
AEA ENT. AIR CONT€NT 5.L /,T:T-Pozz' added oz/yo sAMpt-E cuR I NG' . . ua.)'
cALclUM CHLORtDE_ ft wATER ADOeO-cALS_______JLANT
Mtx NUMBER ceMENT CONTENT.. 6 Sk. p6y
SPCCIF ICATIONS COARSE AGGREGATE- PCY
OESI GNEO BY. .. . F I NE AGGREGATE..
-
PCY
25
XX
.,OB S I TE
1.5-)/4',
)/4* -#4
i4
SpeCtMEN NUMBER 104-1 1333-7 1334-7 1335-14 1336-28 1337-28 1338-OPT
DATE TESTEO s/ 26/ 75 s/ 26/ 7s 6/2/ 7s 6/16/75 6/L6/7s
NUMBT,R OF OA Y S CUR EO 7 r4 ?B 28
o I MENS l0NS, INCHES
sTD. cYL I NDER=6nX7ztl
srd srd srd srd SH
sPEC I MeN wE t cHTTPOUNDS 27 .54 27.52 27 .55 27 .55 27.67
BSSD oeHs I TY, PCF 140.3 I40.2 140.3 140.3 141.0
AREA OF CYL I NDER, INz
sro. cvr- truoEa=28.2? tN2
28.27 28.27 28.27 2B .27 24.27
TOTAL TEST LOAO,POUNDS 100000 97200 110000 r_2 5000 127000
c0MPRESSI ve STRENGTHrPS I 3537 34 38 3B9I 4422 4492
SP€,cIF I e D STRe NGTH,PSI 3 500 3 500 3 500 3s00 3s00
TYPE OF FRACTURE:1) orecor,rlL sHEAR
2 ) cor.rsl) venrtcAr. spr tr
I 1 I I I
REMARKS
SAMPLEo ev _S. _
F oRM 0-1
T€STEo By S. SchroederSchroeder S IGNED
40O habo flacecdore 9r!6
cob.odo . 0Oq7
3OJ.5tu.b47
lO31 sanh trqro€ food
I o box rE44 '
voa.cobodo.0t657
303 . 475 .0297
CONCRETE .O.-o TEST
^ND
cL tENT x9 104-1
coNcRETE CO Porto l'lix
CONTRACTOR J. A.Hyder Construction Co.
PRo.,Ecr !qi!TransporEation Center
rRUcK No 869 rrcKEr NoV3369
rtME Mt xEol!.?5 ARir v€o 10:45o.oaao I0:50
LOCATION OF PLACEMENT IN srRUcruRE Footing, lst F!9o1jor Stair Closure.
Soil foundotion
Angirleerirp
COMPRESSIVE STRENGTH REPORT
k/
fls .J0B
LAB
oF
oF
A I R TEMP.
JOe 56 oF
55
CU YOS PLACEO. . .
TRU9K L0AO tNG. . .
WATER CONTENT...
-
IYATER-CEMENT..
AOMIXTURE..
CALC I UM CHLOR I OE
MI X NUMB gR
S P E C I F I C A T I O N S . .
DESI GNEO 8Y.....
CU yOS OATE 0F TEST...
CU yos TIME 0F TEST...
ell,/t-o
RATIO
AEA
oz/ vo
t1/
6/rr/7s CONCRETE TEMP.
. 11:25
SLUMP-INCHES....3
FREsH coNc. wr..143.6 FCF
ENT. A ta coNrgNr 4.6 %
SAMPI.E CUR ING. . .Lab.
WATER AOOEO-GALS PI.ANT
cEMENT coNrENr.. 51, sk. PcY
COARSE AGGREGATE- PCY
F INE AGGReGAT€..
-
PCY
o .roB srrE
1.5-)/4n
3/4n -14
#4
3/4
SPEcTMEll, NUMBER 104-1 1339- 7 1340- 7 1341- 14 L342-28 \343-28
DA TE TE S TED 6/18/7s 6/t8/ 75 6/ 25/ 7s 7/el'rs 7/e/7s
NUMBER OF OAYS CUREO 14 2t<?B
oIMENSIONS, TNCHES
sTo. cYL I NoER=6rrX12r
srd srd srd srd sbd
SPECIMEN WEI GHT,POUNOS 27 ,73 27.95 27.93 ?R nl 27.88
BSSD oexs I rY ' PCF 141.3 142.4 t42,3 142.8 r42.0
AREA OF CYL I NOER, IN3
sro. cYLlruoen=28.27 tr.r2
28.27 28.27 28.27 28 .27 28.27
TOTAL TEST LOAD,POUNDS 96000 r00000 103000 l_19000 116000
COMPRESS I v€ STRE NGTH,PS I 339 5 3537 354 3 4209 4103
SPECIF I ED STRENGTH.PSI 3000 3000 3000 3000 3000
TYP E OF FRACTUR E :
l) o tAGoNAL sHEAR2) coue
3) venrrcAr. sPr-tr
I 1 t I 1
REMARKS
Saupueo
FoRM C-l
ey S. Schroeder TE S TED 8Y G. Manzari S IGNEO
o,s,
dr
corqcnrrr OLo rrsr nNo
COMPRESSIVF STRTNGTH REPORT
r1:t tl--u-u,
cL teNl xs I04-I
coNcRETE co Porto Mix
cONTRAcTOR J. A. Hvder ConsErucEion Company
pRo.rEcT VaiI Transportation Center
rRUcK ruo 9Q9 r lcKE r NO V3447
ME M | 1aEs:-.2z24 sRR I vEpl2: 30 o,_1gao
l-st to 2nd Floor Columns BI Line.
501
4O0 frabo dace
cdorddo grE6
ce(odo . 00917
303 . 596 .1547
lGll sor-nh f ror6q? roddpoooxfraa-
d.cobodo 01657
JOJ .4b.0297
ton
neefr]€
LOCATION OF PLACEMENT IN
TI
STRUCTURE
U
g
s
CU YOS PLACED...
TRUCK LOAD ING. . .
e/*_
L5
OATE OF TEST..
TIME OF TEST..
SLUMP- INCHES. .WA TER CONTENT...
-
WATER.CEMENT...
ADM I X TUR E . .
CALC IUM CHLOR I DE
M I X NUMSER
S P E C I F I C A T I O N S . .
OES IGNEO 8Y.....
FREsH coNc. rvr. . 142.1 F.CF
6/24/7s CONCRETE TEMP.
12: 30 .JOB
LAB
A I R TEMP.
.,0 B OF
CU YDS
CU YOS
ell,/t-o
RATIO
AEA
oz/ vo
,li,
,,
oF
oF
€Nr. Af R coNreNr:L_ J/.
SAMPI.E CUR I NG. . .Lab.
1.1WATER AOOEO.GALS PLANT IV
CEMENT CONTENT..sB sk.PCY
COARSE AGGREGATE
-
PCY I(XX
F IN€. AGGREGATE.PCY
.,DB SI TE
1 .5-3/4.1
3/4" -#4
#4
SpECIMEN NUMBER 104-1 1345-7 r345-7 t347-14
OA TE TE STED 7/r/75 7/r/7'7 /8/ 7s
NUMBE R OF OAYS CURED 14 28 z6
ol MeNst oNs, tNcHEs
S TO. CYL INOER=6IXl2rl
srd srd
SPEC I MEN WE IGHT,POUNDS 27 .32 27 .3L 27.43
BSSD oCNSITY, PCF r39.2 139. r r39.7
AREA OF CYL INDER, I N.
sro. cYr.rNoER=28.2? tN2
28 .27 28.27 zd.zr
TOTAL TE5 T LOAO, POUNDS 74400 77000 BBOOO
COMPRESSIVE STRENG TH,PS I 2632 2724 3l_13
SPECI F I €D STRENGTHTPS I 3 500 3 500 3500
TYPE OF FRACTURE:
1) o I AcoNAL sHEAR
2 ) cor.re
3) vERrtcAr. sPr-tT
1 I I
REMARKS
sy G. Manza ri TESTED BY G. Manzari SI GNEOSlupueo
F oRM C-l
ton
nn9
LOCA T I ON OF PLACEMEN T
A A B for New Stairway.
I N s rR uc run e __aolgqrq
qoNCRFTE rOLp rEST nNp
'o,
s,
o-l
40{ hdrbo( tlocece(6do sgrgs
c&(a&.00917
30J. 5p6 .1547
OCt Jorh frqroc roodp o bor fioa -
vd' ceodo . 0a657
303'4b.0297
CL I€,NT NO
I.AB NO
CONCRE TE C O
CONTRACTOR
PRO..lECT
TR UCK NO
TIME MIXEO
QOMPRESSIVF STRENGTH REPORT
104- I
104-r-( 13sr--13s6)
Porto Mi.x
J. A. Hyder Construction Co.
Vail Transporfation Center
511 rtcKEr No v54 55
B:45 4pqgy69 9:00 p.6gEe 9:10
3rd to 2nd Floor between
(,
fl
E..
DATE OF TEST.
TIME OF TEST.
SLUMP.I NCH E S.
oF
oF
TRUCK LOAO I NG. . .
WA TER CONTENT
II'ATER.CEMENT...
ADM I XTURE..
cu Yos PLAcEo ... 2/2 cu yDS
CALC I UM CHLOR I DE
M I X NUMBER
sPeclF tcATt0NS..
OES I GNEO 8Y.....
CU YOS
cn u/r o
RATIO
AEA
oz/ vo
FRESH cONC. s11. . I42.7 p.gg
ENr. A I R CONTENT_J-2__,4
Lab.SAMPLE CUR ING. . .
N/ATER AODEO-GALS Pt.ANT
CEMENT CONTENT..sl sk PCY
COARSE AGGREGATE- PCY
F INE AGGREGATE.PCY
6/ 26/ 75 CONCRgT€ TEMP.
9:45 JOB
LAB
A I R TEMP.
,roB 65 oF
1
Jl ,+
JO8 SI TE
1 .5-3/t+n
3/4" -#4
l4
SPEcIMEN NUMEER 104-1 1351- 7 1352-7
DATE TESTEO 7/s/7s 7/s/7s
NUMBE R OF OAYS CUR€O 14 ?B 28
o IMENS IONS, I NCHE S
sTo. cYL t rvoEn=6rrX l2r.
srd srd
sPecS MEN rVE I GHTTP0UNOS 27 .75 27.82
BSSD DENS I TY, PCF 141. 4 141.7
AREA OF CYL INOER, tNa
sro. cYt-f NeER=28.27 tNz
28.27 28.27
TOTAL TEST LOAD, POUNOS 96000 98000
COMPRESS I VE STRCNGTH,PS I 339 5 3466
SPEctF I eo srRENGtx,PSl 3000 3000
TYP€ OF FRACTURE:
l) olAcoNAL sHEAR
2 ) corueJ) venr rcAr- sPr- I r
1 I
REMARK s
g...l G. Manzari TEsTED ,, G. Manzari SIGNEOSAMPL E D
FORM C-1
4o hrbq d@d(ab rsirdrc6 j&0r17
0l.s.lt47
lxlf idrfi frsrc rodI o bo( eo4 -
rd.dd.Otfl
IXI'.S'O29,
CL I ENT NO
LAB NO
CONCRETE CO
CON TRAC TOR
TRUCK NO
tlr|E ul.xEo
CONCRETE EtO TFST
^NDCOMPRESS IVE STRENGTH REPORT
104-r
104-r.-( 13s7- 1352)
Porto Mix
pRo.rECT Va il Transportation Center
859 rtcKEr No v3509
7:50 1pp t veoS:!9_c.1gao8:15
LOCATION OF PLACEMENT I N STRuCtuRg Columns 3rd to 4th floor.
CU YOS PLACEo...T/L cU Yos oA?€ OF rESr....7/2/75 CONCRETE TEMP.
TRUCK LOAOING...1
TUATER CONTENT.
ITA T€R-C€MENT. .
AOIII XTUR€
CALCIUM CHLORIOE
MI X NUMEER
sPeitFtcATtoNs..
OE S I CN€D 8Y.....
CUR I NG. . .Lab.
AooEo-GALS PLANI-q-.JO8 Srre
CU YDS
sAL/LD
RATIO
AeA
o2/ YD
fr
Ttrr€ oF TE8T...
sLUrP- | ircltEs. ..
FRESH CONC. WT.
. 9:30
t*
. 139.2 PCF
oF
oF
AIR tEt|P.
,roB 76 0F
.ro8
LAB 65
EN1. Af R COurEr{T5.5 fi
SAMPLE
wA reR
cEMENT coilrErttr. . 5L sk. pcy
-
1 .5-)/4.
coARsE AccR€cAfE- pcy 3/411 3/4t-54
F I r{€ AGGREGA Te. .
-
PCY
-
#4
sP€c I rrEN NUHB€R L04- I t357-7 13sB- 7 l3 59- 14 1360- 28 1351- 28 1352-OPT
OATE IESTEO 7/e/ 7s 7/s/7s
NUMEER OF OAYS CUREO 7 7 r4 28 2B
DtilENSl0NS, I NCHES
sro. cYLtNDER=6ixl2n
srd Srd
sPeclMEN wE I GHTIPoUNOS 26.97 27.14
BSSD oetsrrY, PCF I37 .4 138.3
AREA OF CYL I NDER r I N2
sro. cYLIroen=28.2? tna
28.27 2.J. z I
TOTAL TEST LOAOTPOUNOS 69200 72000
corPR€,ss I YE STRENGTH TPS I 2447 2546
SPECIF I Eo STRENcTH.PSI 3000 3000
TYPE OF FRA
I ) DTAcoNAL2) cone3) venrrclu
CTURE i
SHEAR
SPLIT
'|1.L
REIIAR K S
,.' G. Manzari a M--- -tEsTEO BY b, fldnzdrl S I GNEOSAMPL Eo
Fonu C-l
- _..-7 _--S1ry,.. -
FIEBIJESiT
VAIL
..i)
tNsiPEcrllru
OWN OF
oere ,r'C -- 2 - 7{ .toenavte i,/,
T|ME RECEIVED '7 '/t1t / AM)PM CALLER
E oruen ! pnnrrel.
TUE
READY FOR INSPECTION
THUR€D FRt IAM)PM
\_--l
MON
COMMENTS:
fl nerNsPEcr
CORRECTIONS
-''\ |" loor. : ' r {,. l,l, \, i
- -ii..
;'
INSPECTOR
l'lay 21, l97t
Ma. DorofhY Kcddlr
vrn Glnkrl Atfoslrtat' Ltd.
l5l! dr llrlronarsvo 8lvd. llrlt
llon?rcol 107' Qurbrc
Canada
Ocar Hr, Koddlct
ln lnlrer to thr nofr addrccrrd to Jln slrvln, anslosad
Ir your ntp, rn aiitrr map of thc vlllagc cnd I copy ot
soai Land iJir etudy drta I havl col loctld'
I ra rorry thlr hal tckrn lo long, but ronr ?l t!! Infor-
natloa rai tncsrrtct and had io bc rodon'' lt you nold
i"ritt.t intormrtton on ulrr rlfhln tho bul ldlngl' ltc'
plorromallmanota.
Yourc trulyt
Tobrfi OF VA I L
Dlanr 8. Touohl I I
Zonlng Admlnlltrotor
df