ST9801-LR000626Ellburial
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
61 Job No.: 1520COP03
Coppell Road, Northbound Lane at Sta. 38+55
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:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSh
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
CP062601
07/03/00
90410
7
3200
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP062602
07/24/00
28
CP062603
07/24/00
28
06/26/00
3000 psi @ 28 days
20 of 30
C. Cook
CP062604
HOLD
HOLD
Temperature: Ambient
Time of Sample:
Source of Concrete:
98 ° F
2:10 PM
TXI/8272
Mix 91 ° F
Air Content N/A %
Pick-Up Charge: Yes
N/A Ticket No.:
Slump
2668286
6.00
Inches
Fine Aggregate:
Unit Weight PCF
Coarse Aggregate:
Water:
Yield CF/CY
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis /
i ne 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.
~11/1111 1 'I
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/6314372 Fax 214/831-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
61 Job No.: 1520COP03
Coppell Road, Northbound Lane at Sta. 38+55
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, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
06/26/00
3000 psi @ 28 days
20 of 30
C. Cook
CP062601 CP062602 CP062603 CP062604
0~03/00 07/24/00 07/24/00 DISCARD
90410 121440 120770
7 28 28 DISCARD.
3200 4300 4270
4285
Temperature: Ambient 98 o F Mix 91 o F Air Content NIA % Slump 6.00 Inches
Time of Sample: 2:10 PM Pick-Up Charge: Yes
Source of Concrete: TXI/8272 N/A Ticket No.: 2668286
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water:
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.
~~a~ !mllmmmml
9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/6312,372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
61 Job No.: 1520COP03
Coppell Road, Northbound Lane at Sta. 38+55
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: CP062601
Test Date: 07/03/00
Maximum Load, LBS: 90410
Age When Tested, Days: 7
Compressive Strength, PSh 3200
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
06/26/00
3000 psi @ 28 days
20 of 30
C. Cook
CP062602 CP062603 CP062604
07124/00 07/24/00 DISCARD
121440 120770
28 28 DISCARD.
4300 4270
4285
Temperature: Ambient 98 ° F Mix 91 o F Air Content N/A % Slump 6.00 Inches
Time of Sample: 2:10 PM Pick-Up Charge: Yes
Source of Concrete: TXI/8272 N/A Ticket No.: 2668286
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
age I ~' '
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LETTERS AND REPORTS ARE FOR THE EXCLUSNE 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:
61 Job No.: 1520COP03
Coppell Road, Northbound Lane at Sta. 38+55
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, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
06/26/00
3000 psi @ 28 days
20 of 30
C. Cook
CP062601 CP062602 CP062603 CP062604
07/03/00 07/24/00 07/24/00 HOLD
90410
7 28 28 HOLD
32OO
Temperature: Ambient 98 ° F Mix 91 o F Air Content N/A % Slump 6.00
Inches
Time of Sample: 2:10 PM Pick-Up Charge: Yes
Source of Concrete: TXI/8272 N/A Ticket No.:
2668286
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water: Yield CF/CY
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
-~Signed Page 1 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 WITHOUT THE APPROVAL OF STAN'rECH.
I I' T