ST9801-LR001025TERRA-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
Report No.:
Location:
Project:
Contractor:
Reported To:
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SO. IN.
CONCRETE COMPRESSION TEST REPORT
145 Job No.: 1520COP03
Pavement, Coppell Road N.B. at Mansions by
the Lake Intersection - Approx. Sta. 37+75
Coppell Road Paving and Drainage
Improvements
Ed Bell Construction
City of Coppell - Kenneth Griffin, P.E.
Date Cast:
Specification:
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSI:
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Quantity Represented:
Sampled By:
By Order Of:
10/25/00
3500 psi @ 28 days
20 of 40
C. Kalu
CP102501 CP102502 CP102503 CP102504
11/01/00 11/22/00 11/22/00 HOLD
100180
7 28 28 HOLD
3540
Temperature: Ambient 72 ° F Mix 84 ° F Air Content 5.0 % Slump
4.5
Inches
Time of Sample: 9:15 AM Pick-Up Charge:
Source of Concrete: LMC-Mix 42 N/A
Ticket No.: 3115142
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.
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and
OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AN[
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTI,
C 10 S~ __ of I
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF TERRA-MAR, INC.