ST9801-LR001027 (2)TERRA-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:
146 Job No.: 1520COP03
Sidewalk, W. Side Coppell Road, 240' N. of
Parkway Street Intersection
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:
10/27/00
3000 psi @ 28 days
20 of 22
C. Shurtleff
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSh
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
CP102701 CP102702 CP102703 CP102704
11/03/00 11/24/00 11/24/00 H O L D
74020
7 28 28 HOLD
2620
Temperature: Ambient 71
Time of Sample: 9:45
° F Mix
AM
75
° F Air Content 7.6 * % Slump
Pick-Up Charge:
7 * Inches
Source of Concrete:
LMC-Mix 38
N/A Ticket No.: 7094673
Fine Aggregate:
Unit Weight
PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
Yield
City of Coppell - Larry Davis
Ed Bell Construction - Robert Webber
Ed Bell Construction - Gary Pryor
Scott Maughn, E.I.T. - Freese & Nichols, Inc.
* Slump and air exceed specification maximums. Contractor notified.
OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and
'PLY 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 W]THOUT THE APPROVAL OF TERRA-MAR, INC.