ST9801-LR001017 (2)TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
f f050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:g72-488-8080
CONCRETE COMPRESSION TEST REPORT
Report No.: 141 Job No.: 1520COP03 Date Cast: 10/17/00
Location: Sidewalk, Coppell Road, Sta. 3+00 to 3+60, Specification: 3000 psi @ 28 days
northbound side, Sampled 15' S. of N. end
Project: Coppell Road Paving and Drainage Quantity Represented: 20 of 20
Improvements
Contractor: Ed Bell Construction Sampled By:
Reported To: City of Coppell- Kenneth Griffin, P.E. By Order Of:
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN,
R. Ramirez
Field Number: CP101701 CP101702 CP101703 CP101704
Test Date: 10/24/00 10/24/00 11/14/00 11/14/00
Maximum Load, LBS: 103440 99840 118000 117060
Age When Tested, Days: 7 7 28 28
Compressive Strength, PSh 3660 3530 4170 4140
Average Strength, PSh 4155
Type Break: Conical (U.N.O.)
Remarks:
Temperature: Ambient 65 ° F Mix 72 ° F Air Content 3.5 % Slump 5.0 * Inches
Time of Sample: 8:30 AM Pick-Up Charge:
Source of Concrete: Lattimore - 38 N/A
Ticket No.: 7094249
Fine Aggregate: Unit Weight
PCF
Coarse Aggregate:
Water: Yield
Cement:
Fly Ash:
Admixture(s):
* Slump exceeds specified maximum
Distribution: City of Coppell- Larry Davis
Ed Bell Construction - Robert Webber
Ed Bell Construction - Gary Pryor
Scott Maughn, E.I.T. - Freese & Nichols, Inc.
CF/CY
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.