ST9801-LR001018 (2)TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
1050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972-488-8080
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Project:
Contractor:
Reported To:
142 Job No.: 1520COP03
Coppell Road, Storm Sewer Inlet at Sta. 30+15,
northbound side, 30' N. of Westminster Way
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 SQ. IN.
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
Field Number: CP 101801 CP101802 CP101803
Test Date: 10/25/00 11/15/00 11/15/00
Maximum Load, LBS: 107380 152780 145660
Age When Tested, Days: 7 28 28
Compressive Strength, PSh 3800 5400 5150
Average Strength, PSh 5275
Type Break: Conical (U.N.O.)
Remarks:
10/18/00
3000 psi @ 28 days
4.5 of 4.5
W. Kirby
CP101804
DISCARD
Temperature: Ambient 85 ° F
Time of Sample: 1:15 PM
Source of Concrete: TXI-Mix 8205
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
* Air content exceeds specified maximum
Distribution:
Mix
90 ° F Air Content 7.0 * % Slump
Pick-Up Charge:
N/A Ticket No.: 2763244
Unit Weight PCF
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.
4.0 Inches
.....
Sign~
Page 1 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.