ST9801-LR000809~12Jl~r'~BC',~ Eallnedal I:..
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone214/631*4372 Fax214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
98 Job No.: 1520COP03
Inlet Between Parkway & Minyard at Copell Rd.
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:
08/09/00
4000 psi @ 28 days
5of5
M. Yahezedah
CP080901 CP080902 CP080293 CP080904
08/16/00 09/06/00 09/06/00 HOLD
108440
7 28 28 HOLD
3840
Temperature: Ambient
Time of Sample:
Source of Concrete:
105 ° F
1:50 PM
TXI - 8205
Mix 95 ° F Air Content 3.00 % Slump 3.00 Inches
Pick-Up Charge: Yes
N/A Ticket No.:
2705448
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water: Yield CF/CY 2/~
Cement: /
Fly Ash:
Admixture(s): 2/ ) /
Distribution: City of Coppell - Larry Davis _---~ / ,,,'
Page I of 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.
Elllleedq b.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
98 Job No.: 1520COP03
Inlet Between Parkway & Minyard at Copell Rd.
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: CP080901
Test Date: 08/16/00
Maximum Load, LBS: 108440
Age When Tested, Days: 7
Compressive Strength, PSI: 3840
Average Strength, PSh
Type Break: Conical (U.NO.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
08/09/00
4000 psi @ 28 days
5 of 5
M. Yahezedah
CP080902 CP080293 CP080904
09/06/00 09/06/00 D I S C A R D
150580 154310
28 28 DISCARD
5330 5460
5400
Temperature: Ambient
Time of Sample:
Source of Concrete:
105 ° F
1:50 PM
TXI - 8205
Mix 95 ° F
Air Content 3.00 %
Pick-Up Charge: Yes
N/A Ticket No.:
Slump 3.00 Inches
2705448
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell- Larry Davis
Unit Weight PCF
Yield CF/CY
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:
98 Job No.: 1520COP03
Inlet Between Parkway & Minyard at Copell Rd.
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:
CP080901
08/16/00
108440
7
3840
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP080902
09/06/00
28
CP080293
09/06/00
28
08/09/00
4000 psi@28 days
5 of 5
M. Yahezedah
CP080904
HOLD
HOLD
Temperature: Ambient
Time of Sample:
Source of Concrete:
105 ° F
1:50 PM
TXI - 8205
Mix 95 °F
Air Content 3.00 %
Pick-Up Charge: Yes
N/A Ticket No.:
Slump
2705448
3.00 Inches
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Unit Weight PCF
Yield
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LE'I'rERS 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 WlTHOUT THE APPROVAL OF STANTECH.
~l~'l~wBCZl bgi~eerinl C].
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
98 Job No.: 1520COP03
Inlet Between Parkway & Minyard at Copell Rd.
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, PSI:
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
08~09~00
4000 psi @ 28 days
5of5
M. Yahezedah
CP080901 CP080902 CP080293 CP080904
08/16/00 09/06/00 09/06/00 HOLD
108440
7 28 28 HOLD
3840
Temperature: Ambient
Time of Sample:
Source of Concrete:
105 ° F Mix 95 ° F Air Content 3.00 % Slump 3.00 Inches
1:50 PM Pick-Up Charge: Yes
TXI - 8205 N/A Ticket No.: 2705448
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
Unit Weight PCF
City of Coppell - Larry Davis
Yield CF/CY Z/~
/
/81''n/'d'~~ 1
" Page : Of.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.