ST9801-LR000814 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 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.
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
08/14/00
4000 psi@28 days
8 of 8
R. Shaheed
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSI:
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
CP081401 CP081402 CP081403 CP081404
08~1~0 09/11/00 09/11/00 HOLD
76010
7 28 28 HOLD
2690
Temperature: Ambient 98 o F Mix 91 ° F Air Content 3.9 % Slump 4.25
Inches
Time of Sample: 11:30 AM
Pick-Up Charge: Yes
Source of Concrete: TXI - 8205 N/A Ticket No.: 2708637
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
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.