ST9801-LR0008157 ' 464 8C blinerlml
9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
Report No.:
Location:
CONCRETE COMPRESSION TEST REPORT
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: CP081501
Test Date: 08/22/00
Maximum Load, LBS: 100720
Age When Tested, Days: 7
Compressive Strength, PSh 3560
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP081502 CP081503
09/12/00 09/12/00
136110 138850
28 28
4810 4910
4860
08/15/00
4000 psi @ 28 days
10 of 10
M. Yahyazadeh
CP081504
DISCARD
DISCARD
Temperature: Ambient
Time of Sample: 2:00 PM
Source of Concrete:
102 °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 PCF
Yield CF/CY
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 EXCEFT IN FULL WITHOUT THE APPROVAL OF STANTECH.