ST9801-LR000727 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
85 Job No.:
Culvert Walls at Sta. 3+41.97
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:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSh
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
1520COP03
Date Cast: 07/27/00
Specification: 4500 psi @ 28 days
Quantity Represented: 30 of 30
Sampled By: S. Adli
By Order Of:
CP072701 CP072702 CP072703
08/03/00 08/24/00 08/24/00
95480 120170 119410
7 28 28
3380 4250 4220
4240
CP072704
HOLD
HOLD
Temperature: Ambient
Time of Sample:
Source of Concrete:
95 ° F
3:20 PM
Pioneer- 9363
Mix 95 ° F Air Content 4.50 % Slump 6.50 Inches
Pick-Up Charge: Yes
N/A Ticket No.: 675209
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Unit Weight PCF
Yield CF/CY
Sig
Pa
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 106
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.