ST9801-LR000913TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972-488-8080
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Project:
Contractor:
Reported To:
115 Job No.: 1520COP03
Storm Drain Inlet at Sta. 30+00
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 SO. IN.
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
Field Number: CP091301 CP091302 CP091303
Test Date: 09/20/00 10/11/00 10/11/00
Maximum Load, LBS: 117020 150980 146220
Age When Tested, Days: 7 28 28
Compressive Strength, PSh 4140 5340 5170
Average Strength, PSh 5260
Type Break: Conical (U.N.O.)
Remarks:
09/13/00
4000 psi @ 28 days
2.5 of 2.5
S. Adli
CP091304
DISCARD
DISCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
95 o F Mix 95 o F Air Content 4 % Slump 4
2:40 PM Pick-Up Charge: Yes
TXI - 8205 N/A Ticket No.: 2733723
Inches
Unit Weight PCF
Water: Yield CF/CY
Cement:
Fly ASh:
Admixture(s):
Distribution: City of Coppell - Larry Davis '
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C J
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.