DR9301-LR 930327Hallan - Stan Tech
9200 KING ARTHUR DR. • P.O. BOX 560684 • DALLAS, TX 75356 -0684
(214) 631 -4372
CONCRETE COMPRESSION TEST REPORT
REPORT NO.: 5 JOB N O.: 1592-0066 DATE CAST: 3/27/93 (Sat - MTC )
PROJECT: Sandy Knoll /Shadowcrest SPECIFICATION: 3000 psi @ 28 days
LOCATION: E. Bo und Woodhurst, 150' E. Of W. End of Patch QUANTITY REPRESENTED: -
ARCHITECT /ENGINEER: SAMPLED BY: P Green
CONTRACTOR: Gibson & Assoc. BY ORDER OF:
4/26/93
REPORTED TO: Gibson & Assoc. DATE: 4 /5/93 ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA -28.26 SO. IN.
1371
FIELD NUMBER:
SK32701
SK32702
MAXIMUM LOAD, LBS:
71,000
1 04 , 500
AGE WHEN TESTED, DAYS:
2
7
COMPRESSIVE STRENGTH, PSI:
2510
3700
AVERAGE STRENGTH, PSI:
FINE AGGREGATE:
TYPE BREAK: CONICAL (U.N.O.)
PCF
COARSE AGGREGATE:
REMARKS: C omplies
With specifications.
LABORATORY NUMBER
1371
SK32703
SK32704
125,500
121,500
28
28
4440
4300
4370
METHOD OF CURING:
FIELD 2 DAYS, LABORATORY FROM 3/29/93 TRANSPORTED BY P. Green
TEMPERATURE: AMBIENT
65 IF MIX 71 °F, AIR CONTENT
5.8 %, SLUMP 5
INCHES
TIME OF SAMPLE:
9 • 30 AM /PM,
PICK -UP CHARGE: YES
NO X
SOURCE OF CONCRETE:
Pioneer MIX CODE: 464
TICKET NO.: 142725
FINE AGGREGATE:
UNIT WEIGHT
PCF
COARSE AGGREGATE:
WATER:
YIELD
CFICY
CEMENT:
FLY ASH:
ADMIXTURE(S):
,�
OF
( 7 - N
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pSISTRIBUTION: `J / i* r�allon- Sfanl ech
City f Coppell - Garreth Campbell ; DON JAY COX /
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66401 1Q /
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0 0 0 . -0013 T Eq" t�,� SIGNED Lyndon J . Cox , . E .
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PAGE 1 OF 1
TEST METHODS: ASTM C 31, C 39, C 143, C 173, C 192, C 231, OR C 1064
OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSEC. AND APPLY ONLY TO THE SAMPLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE DUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF NOLLOH STAN TECH.