ST9801-LR001019TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONG VIEW 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
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSI:
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
143 Job No.: 1520COP03
Sidewalk, Coppell Road, northbound side,
Westminster to Parkway, Sampled at Parkway
end
Coppell Road Paving and Drainage
Improvements
Ed Bell Construction
City of Coppell - Kenneth Griffin, P.E.
Cylinder Size: Area - 28.27 SO. IN.
CP101901
10~26~00
76710
7
2710
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
10/19/00
3000 psi @ 28 days
10 of 80
M. Hanks
CP101902 CP101903 CP101904
10/26/00 11/16/00 11/16/00
77040
7 28 28
2730
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
70 o F
10:30 AM
Lattimore - 38
Mix 81 °F
Unit Weight
Yield
City of Coppell - Larry Davis
Ed Bell Construction - Robert Webber
Ed Bell Construction - Gary Pryor
Scott Maughn, E.I.T. - Freese & Nichols, Inc.
Air Content 5.1 % Slump
5.25 Inches
Pick-Up Charge:
N/A Ticket No.: 3114857
PCF
CF/CY
Si Pa
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 TERRA-MAR, INC.