ST9801-LR001020 (2)TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
f 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:
144 Job No.: 1520COP03
Driveway, Coppell Road, northbound side, Sta.
33+50 to 33+00
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:
10/20/00
3000 psi @ 28 days
Quantity Represented: 9 of 9
Sampled By:
By Order Of:
CP102003
11/17/00
149140
28
5280
Field Number: CP102001 CP102002
Test Date: 10/27/00 11/17/00
Maximum Load, LBS: 115320 145930
Age When Tested, Days: 7 28
Compressive Strength, PSI: 4080 5160
Average Strength, PSI: 5220
Type Break: Conical (U.N.O.)
Remarks:
A. Hayes
CP102004
HOLD
HOLD
Temperature: Ambient 65 ° F Mix 70 ° F Air Content 4.1 % Slump
4,5 *
Inches
Time of Sample: 1:37 PM Pick-Up Charge:
Source of Concrete: TXI-8205 N/A
Ticket No.: 2766043
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Unit Weight
Yield
* 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.
PCF
CF/CY
Sign
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,