ST9801-LR000606Eliburial
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
48 Job No.: 1520COP03
Outer Walls from Sta. 4+71 to 3+83
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, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
06/06/00
4000 psi @ 28 days
10 of 30
B. Eberts
CP060601 CP060602 CP060603 CP060604
06/13/00 07/04/00 07/04/00 DISCARD
101520 132100 128020
7 28 28 DISCARD
3590 4670 4530
4600
Temperature: Ambient 86 ° F Mix 90 ° F Air Content N/A % Slump 4.75 Inches
Time of Sample: 02:45 PM Pick-Up Charge: Yes
Source of Concrete: Pioneer N/A Ticket No.: 508853
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Unit Weight PCF
.,.If .......................
.....
74644
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:
48 Job No.: 1520COP03
Outer Walls from Sta. 4+71 to 3+83
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:
CP060601 CP060602 CP060603
06/13/00 07/04~0 07/04/00
101520 132100 128020
7 28 28
3590 4670 4530
4600
06/06/00
4000 psi @ 28 days
10 of 30
B. Eberts
CP060604
DISCARD
DISCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
86 ° F Mix 90 ° F Air Content N/A % Slump
02:45 PM Pick-Up Charge: Yes
Pioneer N/A Ticket No.: 508853
Unit Weight PCF
4.75 Inches
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 IDEN'rlCAL 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:
48 Job No.: 1520COP03
Outer Walls from Sta. 4+71 to 3+83
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: CP060601
Test Date: 06/13/00
Maximum Load, LBS: 101520
Age When Tested, Days: 7
Compressive Strength, PSh 3590
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
06/06/00
4000 psi @ 28 days
10 of 30
B. Eberts
CP060602 CP060603 CP060604
07/04/00 07/04/00 HOLD
28 28 HOLD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
86 o F Mix 90 o F Air Content N/A % Slump
02:45 PM Pick-Up Charge: Yes
Pioneer N/A Ticket No.: 508853
Unit Weight PCF
4.75 Inches
Yield CF/CY
City of Ooppell - Larry Davis
igned Page ~
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.
illburial CI.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
48 Job No.: 1520COP03
Outer Walls from Sta. 4+71 to 3+83
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:
06/06/00
4000 psi @ 28 days
10 of 30
B. Eberts
CP060601 CP060602 CP060603 CP060604
06/13/00 07/04/00 07/04/00 HOLD
101520
7 28 28 HOLD
3590
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
86 ° F Mix
02:45 PM
Pioneer
90 o F Air Content N/A % Slump 4.75 Inches
Pick-Up Charge: Yes
N/A Ticket No.: 508853
PCF
Unit Weight
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.