ST9801-LR001012 (02)TERRA-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:
129 Job No.: 1520COP03
Sidewalk on Coppell Road, Southbound Side
100' North of Parkway
Coppell Road Paving and Drainage
Improvements
Ed Bell Construction
City of Coppell- Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SO. IN.
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
Field Number: CP101201 CP101202
Test Date: 10/19/00 11/9/00
Maximum Load, LBS: 92800 93840
Age When Tested, Days: 7 28
Compressive Strength, PSI: 3280 3320
Average Strength, PSI: 3450
Type Break: Conical (U.N.O.)
Remarks:
CP101203
11/9/00
101140
28
3580
10/12/00
3000 psi@28 days
18 of 108
S. Adli
CP101204
DISCARD
DISCARD
Temperature: Ambient 65 ° F Mix 70 ° F Air Content 5.0 % Slump
Inches
Time of Sample: 8:15 AM Pick-Up Charge: Yes
Source of Concrete: LMC-Mix 38 N/A Ticket No.: 7094031
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
Yield CF/CY
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 range
Page of 1
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.