ST9801-LR000905 (2) 9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/6314380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Project:
Contractor:
Reported To:
111 Job No.: 1520COP03
Coppell Road, Inlets at Stas. 3+00 and 26+00
Coppell Road Paving and Drainage
Improvements
EEd Bell Construction
City of Coppell - Kenneth Gdffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN.
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
09/05/00
4000 psi @ 28 days
4.5 of 4.5
S. Adli
Field Number: CP090501 CP090502 CP090503
Test Date: 09/12/00 10/03/00 10/03/00
Maximum Lead, LBS: 102490 131620 139030
Age When Tested, Days: 7 28 28
Compressive Strength, PSI: 3630 4650 4910
Average Strength, PSh 4780
Type Break: Conical (U.N.O.)
Remarks:
CP090504
DISCARD
DISCARD
Temperature: Ambient
Time of Sample: 1:20 PM
Source of Concrete:
100 o F Mix 95 o F
TXI - 8205
Air Content 5.0 %
Pick-Up Charge: Yes
N/A Ticket No.:
Slump 4.0 Inches
2727098
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Unit Weight PCF
Yield CF/CY
Si!
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.