ST9801-LR000908TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
l l050AblesLane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972~488-8080
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Project:
Contractor:
Reported To:
114 Job No.: 1520COP03
Coppell Road Pavement, at North Business
Park Entrance - 7'E and 10'N of S.E. Corner
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.
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
Field Number: CP090802 CP090803
Test Date: 09/15/00 10~06/00
Maximum Load, LBS: 98520 120550
Age When Tested, Days: 7 28
Compressive Strength, PSI: 3480 4260
Average Strength, PSh 4215
Type Break: Conical (U.N.O.)
Remarks:
09/08/00
3500 psi @ 28 days
10 of 50
R. Yarbrough
CP090804 CP090805
10/06/00 DISCARD
118010
28 DISCARD
4170
Temperature: Ambient 90 ° F Mix 90 ° F Air Content 5.5 % Slump 4-3/4 Inches
Time of Sample: 1:35 PM Pick-Up Charge: Yes
Source of Concrete: Lattimore - 42 N/A Ticket No.: 7092388
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Unit Weight PCF
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.