ST9801-LR001019 (2)TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
1050 Ables Lane, Da~as, Texas 75229 Phone:972-488-8800 Fax:972-488-8080
CONCRETE COMPRESSION TEST REPORT
Report No.: 143 Job No.: 1520COP03
Location: Sidewalk, Coppell Road, northbound side,
Westminster to Parkway, Sampled at Parkway
end
Project: Coppell Road Paving and Drainage
Improvements
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, PSI:
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Date Cast: 10/19/00
Specification: 3000 psi @ 28 days
Quantity Represented:
Sampled By:
By Order Of:
10 of 80
M. Hanks
CP101901 CP101902 CP101903 CP101904
10/26~0 10~6/00 11/16/00 11/16/00
76710 77040 97860 103430
7 7 28 28
2710 2730 3460 3660
3560
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
70 ° F
10:30 AM
Lattimore - 38
Mix 81 °F
Unit Weight
Yield
* Slump exceeds specified maximum
Distribution: City of Coppell- Larry Davis
Ed Bell Construction - Robert Webber
Ed Bell Construction - Gary Pryor
Scott Maughn, EI.T. - Freese & Nichols, Inc.
Air Content 5.1 % Slump 5.25 * Inches
Pick-Up Charge:
N/A
Ticket No.: 3114857
PCF
CF/CY
S
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LETrERS 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 TERRA-MAR, INC,