ST9801-LR000815 (2) 9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
101 Job No.:
Coppell Road, Inlet at Eastwick
Contractor: Ed Bell Construction
Reported To: City of Coppell - Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SO. IN.
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressire Strength, PSI:
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
CP081501
08/22/00
100720
7
3560
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP081502
09/12/00
28
C P081503
09/12/00
28
08/15/00
4000 psi @ 28 days
10 of 10
M. Yahyazadeh
CP081504
HOLD
HOLD
Temperature: Ambient
Time of Sample: 2:00 PM
Source of Concrete:
102 o F Mix 98 ° F
TXI - 8205
Air Content 4.2 % Slump
Pick-Up Charge: Yes
N/A Ticket No.: 2710321
3.0 Inches
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Unit Weight
Yield
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 W1THOUT THE APPROVAL OF STANTECH.