ST9801-LR000908illl eeml Gi.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Project:
Contractor:
Reported To:
114A Job No.: 1520COP03
Coppell Road Pavement, at North Business
Park Entrance - 7'E and 10'N of S.E. Corner
Coppell Road Paving and Drainage
Improvements
Ed Bell Construction
Ed Bell - Gary Pryor
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SO. IN.
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSh
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
CP090801
09/12/00
87540
4
3100
09/08/00
3500 psi@28 days
10 of 50
R. Yarbrough
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
90 ° F Mix 90 ° F Air Content 5.5 % Slump
1:35 PM Pick-Up Charge: Yes
Lattimore - 42 N/A Ticket No.: 7092388
Unit Weight PCF
4-3/4 Inches
Yield CF/CY
City of Coppell - Larry Davis
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 Oi: THE QUALITY OF APPARENTLY IOENTICAL OR SIMILAR SAMPLES.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
Report No.:
Location:
Project:
Contractor:
Reported To:
CONCRETE COMPRESSION TEST REPORT
114 Job No.: 1520COP03
Coppell Road Pavement, at North Business
Park Entrance - 7'E and 10'N of S.E. Corner
Coppell Road Paving and Drainage
Improvements
Ed Bell Construction
City of Coppell - Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN.
Field Number: CP090802
Test Date: 09/15/00
Maximum Load, LBS: 98520
Age When Tested, Days: 7
Compressive Strength, PSI: 3480
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
09/08/00
3500 psi @ 28 days
10 of 50
R. Yarbrough
CP090803 CP090804 CP090805
10/06/00 10/06/00 HOLD
28 28 HOLD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
90 ° F
1:35 PM
Lattimore - 42
Mix 90 o F Air Content 5.5 % Slump 4-3/4 Inches
Pick-Up Charge: Yes
N/A Ticket No.:
PCF
Unit Weight
7092388
Yield CF/CY
City of Coppell - Larry Davis -/
Sign Pa
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LE'I'FERS 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,