ST9801-LR000717 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:
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SO. IN.
64A Job No.: 1520COP03
Coppell Road, Inlet at 21" Storm Sewer at
Sta. 21 +78
Ed Bell Construction
City of Coppell- Kenneth Griffin, P.E.
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
Field Number: CP071701 CP071702
Test Date: 07/24/00 08/14/00
Maximum Load, LBS: 99020 134320
Age When Tested, Days: 7 28
Compressive Strength, PSI: 3500 4750
Average Strength, PSh 4670
Type Break: Conical (U.N.O.)
Remarks:
CP071703
08/14/00
129410
28
4580
07/17/00
4000 psi @ 28 days
5 of 5
M. Kashem
CP071704
DISCARD
DISCARD
Temperature: Ambient 94 o F Mix 94 o F Air Content N/A % Slump
5.00
Inches
Time of Sample: 1:40 PM Pick-Up Charge: Yes
Source of Concrete: TXI/8205 N/A Ticket No.: 2684489
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Unit Weight PCF
Yield CF/CY
Si a e o
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 WtTHOUT 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:
Contractor:
Reported To:
64A Job No.: 1520COP03
Coppell Road, Inlet at 21" Storm Sewer at
Sta. 21 +78
Ed Bell Construction
City of Coppell - Kenneth Griffin, P.E.
(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, PSI:
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP071701 CP071702 CP071703
07/24~0 08/14~0 08/14/00
99020 134320 129410
7 28 28
3500 4750 4580
4670
07/17/00
4000 psi @ 28 days
5of5
M. Kashem
CP071704
DISCARD
DISCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
94 o F
1:40 PM
TXI/8205
Mix 94 o F Air Content N/A % Slump 5.00
Pick-Up Charge: Yes
N/A Ticket No.: 2684489
Inches
City of Coppell - Larry Davis
Unit Weight
Yield
PCF
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.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/6314372 Fax 214/{B1-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Contractor:
Reported To:
64A Job No.: 1520COP03
Coppell Road, Inlet at 21" Storm Sewer at
Sta. 21 +78
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, PSh
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
07/17/00
4000 psi @ 28 days
5 of 5
M. Kashem
CP071701 CP071702 CP071703 CP071704
07/24/00 08/14/00 08/14/00 HOLD
99020
7 28 28 HOLD .
3500
Temperature: Ambient 94
Time of Sample: 1:40
° F Mix
PM
94
Air Content N/A % Slump
Pick-Up Charge: Yes
5.00
Inches
Source of Concrete:
TXI/8205
N/A Ticket No.: 2684489
Fine Aggregate:
Unit Weight PCF
Coarse Aggregate:
Water:
Yield CF/CY
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
/af',g~ned:~' pag~~~l
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
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Contractor:
Reported To:
64A Job No.: 1520COP03
Coppell Road, Inlet at 21" Storm Sewer at
Sta. 21 +78
Ed Bell Construction
City of Coppell - Kenneth Gdffin, P.E.
(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:
07/17/00
4000 psi @ 28 days
5of5
M. Kashem
CP071701 CP071702 CP071703 CP071704
07/24/00 08/14/00 08/14/00 HOLD
99020
7 28 28 HOLD
3500
Temperature: Ambient 94
Time of Sample: 1:40
o F Mix
PM
94
° F Air Content N/A % Slump
Pick-Up Charge: Yes
5.00
Inches
Source of Concrete:
TXI/8205
N/A Ticket No.: 2684489
Fine Aggregate:
Unit Weight PCF
Coarse Aggregate:
Water:
Yield CF/CY
Cement:
Fly Ash:
Admixture(s):
Distribution:
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.
9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
65 Job No.: 1520COP03
Coppell Road, Concrete RipRap 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: CP071801
Test Date: 07/25/00
Maximum Load, LBS: 82470
Age When Tested, Days: 7
Compressive Strength, PSi: 2920
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast: 07/18/00
Specification: 3500 psi @ 28 days
Quantity Represented: 10 of 10
Sampled By: C. Kalu
By Order Of:
CP071802 CP071803 CP071804
08/15/00 08/15/00 DISCARD
108070 106340
28 28 DISCARD
3820 3760
3790
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
103 o F
2:30 PM
Pioneer/9339
City of Coppell - Larry Davis
Mix 99 o F Air Content 5.00 % Slump 2.50 Inches
Pick-Up Charge: Yes
N/A Ticket No.: 613519
PCF
Unit Weight
Yield
/ ...........
.....
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.
~a,a;'r'wB'C',if'/bllmeeriag CL
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214t631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Contractor:
Reported To:
64A Job No.: 1520COP03
Coppell Road, Inlet at 21" Storm Sewer at
Sta. 21 +78
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, PSh
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
CP071701 CP071702 CP071703
07/24/00 08/14~0 08/14/00
99020 134320 129410
7 28 28
3500 4750 4580
4670
07/17/00
4000 psi @ 28 days
5of5
M. Kashem
CP071704
DISCARD
DISCARD
Temperature: Ambient 94 o F Mix 94 o F Air Content N/A % Slump 5.00 Inches
Time of Sample: 1:40 PM Pick-Up Charge: Yes
Source of Concrete: TXI/8205 N/A Ticket No.: 2684489
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Unit Weight PCF
~ /
T~st M~thO~S: ASTM G 3~. G 3~, G ~73, G ~2, G 23~ an~ G ~0~
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.