ST9801-LR000714 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Contractor:
Reported To:
64 Job No.: 1520COP03
Coppell Road, Storm Drainage at Corporate
Blvd., 30' North of Drainage
Ed Bell Construction
City of Coppell - Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN.
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
Field Number: CP071401 CP071402
Test Date: 07/21/00 08/11/00
Maximum Load, LBS: 81200 103270
Age When Tested, Days: 7 28
Compressive Strength, PSh 2870 3650
Average Strength, PSh 3600
Type Break: Conical (U.N.O.)
Remarks:
07/14/00
3500 psi @ 28 days
10 of 20
D. Lenard
CP071403 CP071404
08/11/00 DISCARD
100230
28 DISCARD
3550
Temperature: Ambient 100 ° F Mix 95 o F Air Content 3.80 % Slump 6.00 Inches
Time of Sample: 2:30 PM Pick-Up Charge: Yes
Source of Concrete: Pioneer/9339 N/A Ticket No.: 510174
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
Unit Weight PCF
City of Coppell - Larry Davis .~~ ~
P
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.
9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Contractor:
Reported To:
64 Job No.: 1520COP03
Coppell Road, Storm Drainage at Corporate
Blvd., 30' North of Drainage
Ed Bell Construction
City of Coppell - Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN.
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, PSI:
Type Break: Conical (U.N.O.)
Remarks:
07/14/00
3500 psi @ 28 days
10 of 20
D. Lenard
CP071401 CP071402 CP071403 CP071404
07121/00 08/11/00 08/11/00 HOLD
81200
7 28 28 HOLD
2870
Temperature: Ambient
Time of Sample:
Source of Concrate:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
100 ° F
2:30 PM
Pioneer/9339
Mix 95 ° F
Unit Weight
Air Content 3.80 % Slump
Pick-Up Charge: Yes
N/A Ticket No.: 510174
PCF
6.00 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 OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH.
~~'J~'C, fl ~lntrltl b,
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Contractor:
Reported To:
64 Job No.: 1520COP03
Coppell Road, Storm Drainage at Corporate
Blvd., 30' North of Drainage
Ed Bell Construction
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:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP071401 CP071402 CP071403
0W21/00 08/11/00 08/11/00
81200 103270 100230
7 28 28
2870 3650 3550
3600
07/14/00
3500 psi @ 28 days
10 of 20
D. Lenard
CP071404
DISCARD
DISCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
100 o F Mix 95 ° F Air Content 3.80 % Slump 6.00 Inches
2:30 PM Pick-Up Charge: Yes
Pioneer/9339 N/A Ticket No.: 510174
Unit Weight PCF
City of Coppell - Larry Davis tt~.';.~.G~'[~?'~,~_~ '~ / / ,'/
Page 1
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,
9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/831-4380
,5'2
Report No.:
Location:
CONCRETE COMPRESSION TEST REPORT
Contractor:
Reported To: City of Coppell - Kenneth Gdffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SO. IN.
64 Job No.: 1520COP03
Coppell Road, Storm Drainage at Corporate
Blvd., 30' North of Drainage
Ed Bell Construction
Field Number.
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSh
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
100 ° F
2:30 PM
Pioneer/9339
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/14/00
3500 psi @ 28 days
10 of 20
D. Lenard
CP071401 CP071402 CP071403 CP071404
07/21/00 08/11/00 0811 1/00 H OLD
81200
7 28 28 HOLD
2870
Mix 95 ° F
Temperature:
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
Ambient
Unit Weight
Air Content 3.80 %
Pick-Up Charge: Yes
N/A Ticket No.:
PCF
CF/CY
Yield
Slump 6.00 Inches
510174
City of Coppell - Larry Davis
-Z, oz
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LETI'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 INDICATWE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH,
illaerial Ci.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/831-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Contractor:
Reported To:
64 Job No.: 1520COP03
Coppell Road, Storm Drainage at Corporate
Blvd., 30' North of Drainage
Ed Bell Construction
City of Coppell - Kenneth Griffin, PE.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. 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:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/14/00
3500 psi @ 28 days
10 of 20
D. Lenard
CP071401 CP071402 CP071403 CP071404
07/21~0 08/11/00 08/11~0 DISCARD
81200 103270 100230
7 28 28 DISCARD
2870 3650 3550
3600
Temperature: Ambient 100 ° F Mix 95 ° F Air Content 3.80 % Slump 6.00 Inches
Time of Sample: 2:30 PM Pick-Up Charge: Yes
Source of Concrete: Pioneer/9339 N/A Ticket No.: 510174
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
~;,~ 74644 ...';,,y~,~ ?~3 ~
~ ~ ' /., _/
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 10~
OUR LE'FrERS 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.