ST9801-LR000523 (3) 9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214~31-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
45 Job No.: 1520COP03
Box Culvert Top from Sta. 25+25 to 25+75
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:
Compressive Strength, PSI:
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
05/23/00
4000 psi @ 28 days
10 of 40
C. Cook
CP052301 CP052302 CP052303 CP052304
06/05/00 06/20/00 06/20/00 HOLD
115620 129990 135770
13 28 28 DISCARD
4090 4600 4800
4700
Temperature: Ambient 96 o F Mix 95 ° F Air Content N/A % Slump 6.00 Inches
Time of Sample: 01:20 PM Pick-Up Charge: Yes
Source of Concrete: Pioneer N/A Ticket No.: 508300
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
,s 74644 ~ .'
Yield CF/C~~,..: :.....' '...~ Iit
;,:."
S Page 1 of~
Test Me~s: ASTM C 31, G 39, C 173, C 192, C 231 and C 10~
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.