ST9801-LR000914TERRA-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:
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SO. IN.
116 Job No.: 1520COP03
Paving at Storm Drain Inlet at Sta. 30+00
Coppell Road Paving and Drainage
Improvements
Ed Bell Construction
City of Coppell - Kenneth Griffin, P.E.
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
Field Number: CP091401 CP091402 CP091403
Test Date: 09/21/00 10/12/00 10/12/00
Maxim u m Load, LBS: 106200 142770 141080
Age When Tested, Days: 7 28 28
Compressive Strength, PSh 3760 5090 4990
Average Strength, PSh 5040
Type Break: Conical (U.N.O.)
Remarks:
09/14/00
4000 psi @ 28 days
3.5 of 3.5
S. Adli
CP091404
HOLD
HOLD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
95 o F
1:40 PM
TXI - 8205
Mix 95 o F
Unit Weight
Yield
City of Coppell - Larry Davis
Air Content 4 % Slump 3 Inches
Pick-Up Charge: Yes
N/A Ticket No.: 2734567
PcF
S~g
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LETI'ERS 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.