ST9801-LR000805 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Project:
Contractor:
Reported To:
97 Job No.: 1520COP03
Driveway at 217 Block of Coppell Rd
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:
Field Number: CP080501 CP080502 CP080503
Test Date: 08/12/00 09/02/00 09/02/00
Maximum Load, LBS: 101610 130330 129230
Age When Tested, Days: 7 28 28
Compressive Strength, PSh 3210 4610 4570
Average Strength, PSI: 4590
Type Break: Conical (U.N.O.)
Remarks:
08/05/00
4000 psi @ 28 days
20 of 50
M. Yahezedah
CP080504
DISCARD
DISCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
100 ° F
9:45 AM
TXI - 8274
Mix 92 ° F
Air Content 5.2 % Slump
Pick-Up Charge: Yes
N/A Ticket No.: 271873
4.5 Inches
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Unit Weight PCF
Yield CF/CY
Sig , of 1
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 STANTECH.