ST9801-LR000802 9200 King Adhur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
93 Job No.:
Box Culvert from Sta. 3+29 to 3+41
Contractor: Ed Bell Construction
Reported To: City of Coppell - Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SO. IN.
Field Number: CP080201
Test Date: 08/09/00
Maximum Load, LBS: 76390
Age When Tested, Days: 7
Compressive Strength, PSh 2700
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
08/02/00
3500 psi @ 28 days
10 of 50
M. Kashem
CP080202 CP080203 CP080204
08/30/00 08/30/00 HOLD
28 28 HOLD
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:
Unit Weight
PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
Yield
CF/CY
City of Coppell - Larry Davis
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and 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.
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH.