ST9801-LR000713 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
63 Job No.:
Coppell Road, Retaining Wall
Contractor: Ed Bell Construction
Reported To: City of Coppell - Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN.
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
Field Number: CP071301 CP071302 CP071303
Test Date: 07/20/00 08/10/00 08/10/00
Maximum Load, LBS: 99150 108100 113390
Age When Tested, Days: 7 28 28
Compresslye Strength, PSI: 3510 3820 4010
Average Strength, PSI: 3920
Type Break: Conical (U.N.O.)
Remarks:
07/13/00
3500 psi @ 28 days
10 of 13
D. Lenard
CP071304
HOLD
HOLD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
99 ° F
2:30 PM
Pioneer/9339
City of Coppell- Larry Davis
Mix 97 o F Air Content 3.50 % Slump 2.25
Pick-Up Charge: Yes
N/A Ticket No.: 510112
Inches
Unit Weight PCF
Yield CF/CY
Sign Pa~
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LE'FI'ERS 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.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
63 Job No.:
Coppell Road, Retaining Wall
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, PSh
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/13/00
3500 psi @ 28 days
10 of 13
D. Lenard
CP071301 CP071302 CP071303 CP071304
07/20/00 08/10/00 08/10/00 HOLD
99150
7 28 28 HOLD
3510
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
99 o F Mix 97 o F Air Content 3.50 % Slump
2:30 PM Pick-Up Charge: Yes
Pioneer/9339 N/A Ticket No.: 510112
Unit Weight PCF
2.25 Inches
Yield CF/CY
City of Coppell - Larry Davis ~gne~~~t~
Page 1
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LE'R'ERS 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.
bibleering b.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
63 Job No,:
Coppell Road, Retaining Wall
Contractor: Ed Bell Construction
Reported To: City of Coppell - Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN.
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSI:
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
07/13~00
3500 psi @ 28 days
10 of 13
D. L. enard
CP071301 CP071302 CP071303 CP071304
07/20/00 08/10/00 08/10/00 HOLD
99150
7 28 28 HOLD
3510
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
99 o F Mix 97 ° F Air Content 3.50 % Slump
2:30 PM Pick-Up Charge: Yes
Pioneer/9339 N/A Ticket No.: 510112
Unit Weight PCF
2.25 Inches
Yield CF/CY
City of Coppell - Larry Davis ,/81,.,gned------
Page. 1
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.