DR9301-LR 930329Hallan - Elan T
REPORT NO.: 6
9200 KING ARTHUR DR. • P.O. BOX 560684 • DALLAS, TX 75356 -0684
(214) 631 -4372
CONCRETE COMPRESSION TEST REPORT
JOB NO.: 1592 -0066 DATE CAST: 3/29/93
PROJECT: Sandy Knoll /Shadowcrest
LOCATION: Paving Patch on Shadowcrest, 15' W. of
E. End of Patch
ARCHITECT /ENGINEER:
CONTRACTOR: Gibson & Assoc.
4350
4/26/93
REPORTED TO: Gibson & Assoc. DATE: 4/6/93 ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA -28.26 SO. IN.
1
LABORATORY NUMBER
1380
FIELD NUMBER: SK32901
SK32902
SK32903
SK32904
MAXIMUM LOAD, LBS: 121,000
125,000
147,000
145,000
AGE WHEN TESTED, DAYS: 7
7
28
28
COMPRESSIVE STRENGTH, PSI: 4280
4420
5200
5130
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS: Complies with specifications.
SPECIFICATION: 3000 psi @ 28 days
OUANTITY REPRESENTED: 10/40 cu. yds.
SAMPLED BY: P • Green
BY ORDER OF:
5160
METHOD OF CURING: FIELD
1
DAYS, LABORATORY FROM
3/30/93 TRANSPORTED BY
P. Green
CEMENT:
TEMPERATURE: AMBIENT
80 PF
MIX 77 PF,
AIR CONTENT 4 . 4 %,
SLUMP
3
3/4 INCHES
TIME OF SAMPLE: 1 AM /PM,
SOURCE OF CONCRETE: pioneer MIX CODE: 0464
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
OF
PICK -UP CHARGE: X YES NO
TICKET NO.: 142766
UNIT WEIGHT PCF
YIELD CF /CY
DISTRIBUTION: R €. NO•N• r. • �.a.•N.�+ - •::.yF!
/ � �•• LYNIDON JAY COX X
✓ City of Coppell - Garreth Campbell / j
•c 654111 r F '
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S /ONAL
Hallan- 3 ech
4r4� �� - (��
SIGNED Lyndon Cox, P. E.
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 ADDRESSED. AND APPLY ONLY TO THE SAMPLES TESTED
TES- RESULTS ARE NOT NECESSARILY INDICATIVE OF THE 01. OF APPARENTLY IOENTICAL OR SIMILAR SAMPLES.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF HOLLON STAN TECH