ST9801-LR000711bllaeerlqCe.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
62 Job No.: 1520COP03
Coppell Road, South Culvert at Sta. 3+15.54
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.
Field Number: CP071101
Test Date: 07/18/00
Maximum Load, LBS: 66660
Age When Tested, Days: 7
Compressive Strength, PSI: 2360
Average 28 day Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks: * Does not meet project Specifications.
Date Cast: 07/11/00
Specification: 3500 psi @ 28 days
Quantity Represented: 10 of 20
Sampled By: C. Kalu
By Order Of:
CP071102 CP071103 CP071104
08/08/00 08/08/00 09/05/00
83780 82450 93490
28 28 56
2960 * 2920 * 3310
2940 *
Temperature: Ambient 101 o F Mix 94 ° F Air Content 3.50 % Slump 2.50 Inches
Time of Sample: 2:00 PM Pick-Up Charge: Yes
Source of Concrete: Pioneer/9339 N/A Ticket No.: 649755
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
-
Yield CF/CY ~,?,,~,
28~
Ci~ of Coppell - Lar~ Davis
Si
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1
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 W~THOUT THE APPROVAL OF STANTECH.
Post-it* Fax Note 7671
Report No.:
Location:
62 Job No.: 1520COP03
Coppell Road, South Culvert at Sta. 3+15.54
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.
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/11/00
3500 psi @ 28 days
10 of 20
C. Kalu
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSh
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
CP071101 CP071102
07/18/00 08~8/00
66660 83780
7 28
2360 2960
CP071103
08/08/00
28
2920
CP071104
09/05/00
56
Temperature: Ambient 101 o F Mix 94 o F Air Content 3.50 % Slump
2.50
Inches
Time of Sample: 2:00 PM Pick-Up Charge: Yes
Source of Concrete: Pioneer/9339 N/A Ticket No.: 649755
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water:
Cement:
Fly ASh:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Yield
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.
~ · T T
Post-it* Fax Note 7671
Phone #
.,ore [artV TZa /is
Phone i ~- ~-,~ ~ King A~hur Drive
Dill, Te~ 75247-~ ~ 0
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
62 Job No.: 1520COP03
Coppell Road, South Culvert at Sta. 3+15.54
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, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast: 07/11/00
Specification: 3500 psi @ 28 days
Quantity Represented: 10 of 20
Sampled By: C. Kalu
By Order Of:
CP071101 CP071102 CP071103 CP071104
07/18/00 08/08/00 08/08/00 09/05/00
66660 83780 82450
7 28 28 56
2360 2960 2920
2940
Temperature: Ambient 101 o F Mix 94 a F Air Content 3.50 % Slump 2.50 Inches
Time of Sample: 2:00 PM Pick-Up Charge: Yes
Source of Concrete: Pioneer/9339 N/A Ticket No.: 649755
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Yield
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 Drive
Dallas, Texas 75247-3610
Phone214/631-4372 Fax214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
62 Job No.: 1520COP03
Coppell Road, South Culvert at Sta. 3+15.54
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, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/11/00
3500 psi @ 28 days
10 of 20
C. Kalu
CP071101 CP071102 CP071103 CP071104
07/18/00 08/08/00 08/08/00 HOLD
66660
7 28 28 HOLD
2360
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
101 ° F
2:00 PM
Pioneer/9339
Mix 94 o F
Unit Weight
Air Content 3.50 % Slump
Pick-Up Charge: Yes
N/A Ticket No.: 649755
PCF
2.50 Inches
Yield CF/CY
City of Coppell - Larry Davis
x/S~gne~"~ //
age ~
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.
~~'8GJrZ ilgllnrinlGi.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
62 Job No.: 1520COP03
Coppell Road, South Culvert at Sta. 3+15.54
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: CP071101
Test Date: 07/18/00
Maximum Load, LBS: 66660
Age When Tested, Days: 7
Compressive Strength, PSI: 2360
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
0711 1/00
3500 psi @ 28 days
10 of 20
C. Kalu
CP071102 CP071103 CP071104
08/08/00 08/08/00 HOLD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
101 o F
2:00 PM
Pioneer/9339
Mix 94 o F
Unit Weight
Yield
28 28 HOLD
Air Content 3.50 % Slump
Pick-Up Charge: Yes
N/A Ticket No.: 649755
PCF
CF/CY
2.50 Inches
City of Coppell - Larry Davis
Page
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.
Eelaerial
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
62 Job No.: 1520COP03
Coppell Road, South Culvert at Sta. 3+15.54
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: CP071101
Test Date: 07/18/00
Maximum Load, LBS: 66660
Age When Tested, Days: 7
Compressive Strength, PSI: 2360
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP071102 CP071103
08/08/00 08~8/00
83780 82450
28 28
2960 2920
2940
07/11/00
3500 psi @ 28 days
10 of 20
C. Kalu
CP071104
09/05/00
56
Temperature: Ambient 101 o F Mix 94 ° F Air Content 3.50 % Slump 2.50
Inches
Time of Sample: 2:00 PM Pick-Up Charge: Yes
Source of Concrete: Pioneer/9339 N/A Ticket No.: 649755
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Yield
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,
Fallaural h.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/6314372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
62 Job No.: 1520COP03
Coppell Road, South Culvert at Sta. 3+15.54
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.
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/11/00
3500 psi @ 28 days
10 of 20
C. Kalu
Field Number: CP071101
Test Date: 07/18/00
Maximum Load, LBS: 66660
Age When Tested, Days: 7
Compressive Strength, PSI: 2360
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks: * Does not meet project Specifications.
CP071102 CP071103
08/08/00 08/08/00
83780 82450
28 28
2960 * 2920 *
2940 *
CP071104
09/05/00
56
Temperature: Ambient 101 o F Mix 94 o F Air Content 3.50 % Slump 2.50 Inches
Time of Sample: 2:00 PM Pick-Up Charge: Yes
Source of Concrete: Pioneer/9339 N/A Ticket No.: 649755
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
"~"'~'~""'~1 f
Yield .,r~'~ ' ~'<' ~
CF/CY /_:~2~' ~ I ~
.... .,: ,,
Si
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 10644
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.