ST9801-LR001205P.O. Box 478
255 Parkway Blvd
Coppell, TX 75019
Phone: (972)304-3679
Fax: (972)304-3570
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"City of Coppell Engineering- Excellence By Design"
TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
11050 Ables Lane, Da~as, Texas 75229 Phone:972-488-8800 Fax:972-488-8080
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Project:
Contractor:
Reported To:
150 Job No.: 1520COP03
Sidewalk, Coppell Road NB Side, 20' N. of
Westminster
Coppell Road Paving and Drainage
Improvements
Ed Bell Construction
City of Coppetl - Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN.
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compresslye Strength, PSh
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
11/02/00
3000 psi @ 28 days
Quantity Represented: 6 of 6
Sampled By:
By Order Of:
R. Yarbrough
CPl10201 CPl10202 CPl10203 CPl10204
11/09/00 11~0/00 11/30/00 12/28/00
60910 78310 77270
7 28 28 56
2150 2770 2730
2755**/
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
84 o F Mix 83 o F Air Content 4.6 % Slump
11:15 AM Pick-Up Charge:
LMC-Mix 38 N/A Ticket No.: 7094900
Unit Weight PCF
6-1/2 * Inches
Fly Ash:
Admixture(s):
Distribution: City of Coppell - Larry Davis
Ed Bell Construction - Robert Webber
Ed Bell Construction - Gary Pryor
Scott Maughn, E.I.T. - Freese & Nichols, Inc.
* Slump exceeds specified maximum.
** Average 28 day strength below specified minimum.
Page / of 1
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1
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.