ST9801-LR001027TERRA-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:
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 SQ. 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: CP102701 CP102702
Test Date: 11/03/00 11/24/00
Maximum Load, LBS: 74020 97820
Age When Tested, Days: 7 28
Compressive Strength, PSI: 2620 3460
Average Strength, PSh 3395
Type Break: Conical (U.N.O.)
Remarks:
CP 102703
11/24/00
94070
28
3330
CP102704
DISCARD
Temperature: Ambient 71 ° F Mix 75 ° F Air Content 7.6 * % Slump
,
Inches
Time of Sample: 9:45 AM Pick-Up Charge:
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.
'ErE Te S Page ,/1 of 1
o,,.E RSA, D,EPO,TSA,EPO, s, PLEsTEsTED.
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN PULL WITHOUT THE APPROVAL OF TERRA-MAR. INC.