ST9801-LR000802 (2) 9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214,~631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Project:
Contractor:
Reported To:
93 Job No.:
Box Culvert from Sta. 3+29 to 3+41
Coppell Road Paving and Drainage
Improvements
Ed Bell Construction
City of Coppell - Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN.
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compresslye Strength, PSh
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP080201 CP080202 CP080203
08/09~0 08/30/00 08/30/00
76390 109170 99060
7 28 28
2700 3860 3500
3680
08/02/00
3500 psi @ 28 days
10 of 50
M. Kashem
CP080204
DISCARD
DISCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
88 ° F
10:55 AM
Pioneer - 9339
Mix 90 ° F
Air Content N/A % Slump
Pick-Up Charge: Yes
N/A Ticket No.: 675412
5.00 Inches
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash.:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Unit Weight PCF
Yield CF/CY
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LE'I'I'ERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED,
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL W1THOUT THE APPROVAL OF STANTECH.