ST9801-LR000815 (3) JtZII I'eEC, illi eedal h.
9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/631J~372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
100 Job No.: 1520COP03
Coppell Road, Inlet Tops at Minyards
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: CP081401
Test Date: 08/21/00
Maximum Load, LBS: 76010
Age When Tested, Days: 7
Compressive Strength, PSI: 2690
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP081402 CP081403
09/11/00 09/11/00
133830 134990
28 28
4730 4780
4760
08/14/00
4000 psi @ 28 days
8 of 8
R. Shaheed
CP081404
DISCARD
DISCARD
Temperature: Ambient
Time of Sample: 11:30 AM
Source of Concrete:
98 o F Mix 91 o F
TXI-8205
Air Content 3.9 % Slump
Pick-Up Charge: Yes
N/A Ticket No.: 2708637
4.25 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 EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH.