Villages CC 1-3-CS 860116Z~~ TRINITY ENGINEERING TESTING CORPORATION
COMPRESSION TESTS
TO: Southwestern Contracting I:xr; .. 1-16-86
305 stea~ons ?c~er
Dallas, TX 75207 REPORT NO., 186680 1861067
TETCO # 503 286321
SWC # 85-50
PROJECT: Village at Cottonwood Creek MADE BY; P. Kakara
Coppell, TX
CONCRETE FOR: Street Paving: Alley L 3+10
CYLINDER SLUMP AGE DATE DATE TOTAL LOAD COMPRESSIVE
MARK MIX INCHES DAYS POURED TESTED POUNDS STRENGTH, PSI
VC-317 5% SK 4" 7 1-9-86 1-16-86 134,000 4740
VC-318 14 " 1-23-86 150,000 5310
VC-319 28 " 2-06-86 171,000 6050
VC-320 28 " " 163,000 5770
FINE AGG. SOURCE: 770/430 28 DAY STRENGTH REQUIREMENT: 3600
COARSE AGG. SOURCE: 1970 BRAND OF CEMENT'* ~ ~ I
ADDITIONAL INFORMATION IF MADE BY TETCO
TIME MADE: 9:30 UNIT WEIGHT: TRUCK NO..
CONCRETE TEMP.; 48 WATER ADOED TO TRUCK: TICKET NO.:
AIR CONTENT: ACCUMULATED YARDS: WEATHER: Clear 35
REMARKS:
~0T£5 (i)CCMPRESSIYE STRENGTHS ~£TERMiNED IN ACCORDANCE ~TH ASTM. C39 [2) CROSS-SECTIONAL. AREA, OIAM£TER AND LENGTH
ARE STANDARD UNLE.~$ OTHERW=SE NOTED ~ PORTIONS OF THE iNFORMATION CONTAINED IN THIS REPOR'F HAVE BEEN FURNISHED BY
OTHERS [4) CYLINDERS CbRED ,N LABORATORY ;N ACCOROANC£ WITH A.S TM C%1 uNLESS OTHERWISE NOTED.
COPIES TO:
3 Above
~ City of Coppell
~ T~~ING CORPORATION
~ ~ ~ames H. Thompson
The ,esults sho.. o.
spicted. They e,e net ,ntended to be ;nd~¢,~t,ve of the *ludl,t*e% of eppa~e~,Jdjp~de.t,cel p,od.,cts. The ~se ol GU. n4me must receive our pr,ow w.,tten ,ipp,ovl!
~ TRINITY ENGINEERING TESTING CORPORATION
/ TIrTCO X D~ , TLY~kS
COMP~£SSION TESTS
TO: Southwestern Contracting BKTE: 1-16-86
305 Stemmons Tower South
Dallas, TX 75207 RE~O~T NO.: 186679 1861068
TETCO # 503 286320
SWC # 85-50
PRO4ECT: Village at Cottonwood Creek MN)E S~: P. Kakara
Coppell, TX
CONCRETE FOR:
Street Paving: Intersection of Alley A & L
CYLINDER SLUMP AGE DATE DATE TOTAL LOAD COMPRESSIVE
MARK MIX INCHES DAYS POURED TESTED POUNDS STRENGTH, PSI
VC- 321 5% SK 5½" 7 1-9-86 1-16- 86 100,000 3540
VC-322 14 " 1-23-86 110,000 3890
3K2-323 28 " 2-06-86 122,000 4320
VC- 324 28 " " 132,000 4670
FINE AGG. SOURCE: 770/430 :)S DAY STRENGTH REQUIREMENT: 3bUU
COARSE AGG. SOURCE: 1970 BRAND OF CEMENT: ~ ~ I
ADDITIONAL. INFORMATION IF MADE BY TETCO
TiME MADE: 3:00 UNIT WEIGHT: TRUCK NO..
CONCRETE TEMP.: 57 WATER ADDED TO TRUCK: TICKET NO.:
AIR CONTENT: ACCUMULATED YARDS: WEATHER: Clear 45
REMARKS:
NOTES (~)CCMPRESSI~,E STRENGTHS ~ETERMINED IN ACCORDANCE WITH AST.M C39 (~)) CROSS-SECTiONAL- AREA, DIAMETER AND LENGTH
ARE STANDARD UNLESS OTHERWISE NOTE~) !5~PORTtONS OF THE INFORI~ATION CONTAINED IN THIS REPORT HAVE BEEN FURNISHED BY
OTHERS (4) CYLINDERS CUBED )N L. ABORATOR'I rN ACCOROANCE WITH A.S T.M C31 UNL,ESS OTHERWISE NOTED
~OPIES TO:
3 Above
1 City of Coppell
The *et,ails shown o~ th,*. report ere for the e,cluS,ve use of the clie.t fo* ~ev were DUra,ned e~td apply of*lv to Ihe simples tested end/o, ,p
spected. They /,e n~! ,ntended to IDe ,nd;eel)vi of the qu4ht,e$ of eppete~,tllr ,~ent,cel products. The ute of ou, ~eme mutt ,ecewe o,r I),,o~ written epp, ovel