ST9801-LR000905 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Project:
Contractor:
Reported To:
111 Job No.: 1520COP03
Coppell Road, Inlets at Stas. 3+00 and 26+00
Coppell Road Paving and Drainage
Improvements
Ed Bell Construction
City of Coppell - Kenneth Gdffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SO. IN.
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSh
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
09/05/00
4000 psi @ 28 days
4.5 of 4.5
S. Adli
CP090501 CP090502 CP090503 CP090504
09/12/00 10/03/00 10/03/00 HOLD
I O2490
7 28 28 HOLD
3630
Temperature: Ambient
Time of Sample: 1:20 PM
Soume of Concrete:
100 o F Mix 95 o F
TXI - 8205
Air Content 5.0 % Slump
Pick-Up Charge: Yes
N/A Ticket No.: 2727098
4.0 Inches
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Unit Weight PCF
Ymld CF/CY
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.