ST9801-LR001025 (2)Report No.:
Location:
Project:
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
1 ~050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:g72-488~8080
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
Date Cast:
Specification:
City of Coppell - Kenneth Griffin, P.E
Contractor: Ed Bell Construction
Reported To:
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN.
10~25~00
3000 psi @ 28 days
Quantity Represented: 20 of 40
Sampled By: C. Kalu
By Order Of:
Field Number: CP102501 CP102502 CP102503
Test Date: 11/01/00 11/22/00 11/22/00
Maximum Load, LBS: 100180 134740 139500
Age When Tested, Days: 7 28 28
Compressive Strength, PSI: 3540 4770 4930
Average Strength, PSI: 4850
Type Break: Conical (U.N.O.)
Remarks:
CP102504
DISCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
72 ° F
9:15 AM
LMC-Mix 42
Mix 84 ° F Air Content 5.0 % Slump 4.5 * Inches
Pick-Up Charge:
N/A Ticket No.:
PCF
Unit Weight
3115142
Coarse Aggregate:
Fly Ash:
~ 8
* Slump exceeds specified maximum
Distribution: City of Coppell - Lar~ Davis
Ed Bell Construction - Robe~ Webber °~~
Ed Bell Construction - Ga~ P~or
Sco~ Maughn, E.I.T. - Freese & Nichols, Inc.
Page ~ of 1' S' e
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C I
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 W1THOUT THE APPROVAL OF TERRA-MAR, INC.