ST9801-LR000622 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/6314372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
60 Job No.: 1520COP03
Inlets 1 and 2 at Southwest side of Coppell 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:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
06~22/00
4000 psi @ 28 days
5 of 10
C. Newton
CP062201 CP062202 CP062203 CP062204
06~29~00 07/20/00 07~20~00 DISCARD
116740 145170 142890
7 28 28 DISCARD
4130 5140 5050
5100
Temperature: Ambient 83 o F Mix 79 o F Air Content 3.70 % Slump 4.50 Inches
Time of Sample: 12:53 PM Pick-Up Charge: Yes
Source of Concrete: TXI/8205 N/A Ticket No.: 2665738
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Yield CF/CY ,,e~l,,f:""""""~'~.-~.~|t
""...::,,,
',?~2 74644 ~ ~,~
Signed ~-"~ Page 1 of
Test Me~ods: ASTM C 31, C 39, C 173, C 192, C 231 and C 10~
OUR LEERS 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 214/831-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
60 Job No.: 1520COP03
Inlets I and 2 at Southwest side of Coppell 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: CP062201
Test Date: 06/29/00
Maximum Load, LBS: 116740
Age When Tested, Days: 7
Compressive Strength, PSh 4130
Average Strength, PSi:
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
06/22/00
4000 psi @ 28 days
5of 10
C. Newton
CP062202 CP062203 CP062204
07/20100 07~20/00 HOLD
28 28 HOLD
Temperature: Ambient 83 ° F
Time of Sample: 12:53 PM
Source of Concrete: TXI/8205
Mix 79 ° F
Air Content 3.70 %
Pick-Up Charge: Yes
N/A Ticket No.:
Slump
2665738
4.50
Inches
Fine Aggregate:
Coarse Aggregate:
Water:
Unit Weight
Yield
PCF
CF/CY
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
_ ,, :gned Page I of~
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.
~J"wBC'h blare'ill ;L
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
60 Job No.: 1520COP03
Inlets I and 2 at Southwest side of Coppell Rd.
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:
CP062201
06/29/00
116740
7
4130
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP062202
07/20/00
28
CP062203
07/20/00
28
06/22/00
4000 psi @ 28 days
5of10
C. Newton
CP062204
HOLD
HOLD
Temperature: Ambient
Time of Sample:
Source of Concrete:
83 o F
12:53 PM
TXI/8205
Mix 79 °F
Air Content 3.70 %
Pick-Up Charge: Yes
N/A Ticket No.:
Slump
2665738
4.50
Inches
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.
'! I' "
bileme
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
60 Job No.: 1520COP03
Inlets 1 and 2 at Southwest side of Coppell Rd.
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
Averag e Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
06/22/00
4000 psi @ 28 days
5of 10
C. Newton
CP062201 CP062202 CP062203 CP062204
06/29/00 07/20/00 07/20/00 DISCARD
116740 145170 142890
7 28 28 DISCARD
4130 5140 5050
5100
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
83 ° F
12:53 PM
TXI/8205
Mix 79 o F Air Content 3.70 % Slump 4.50
Pick-Up Charge: Yes
N/A Ticket No.: 2665738
Inches
Unit Weight PCF
City of Coppell - Larry Davis
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.