ST9801-LR000620 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
58 Job No.: 1520COP03
Inlet at GTE Entrance at Coppell Road
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:
Compresslye Strength, PSI:
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP062001 CP062002 CP062003
06/27/00 07/18/00 07/18/00
110050 140070 141970
7 28 28
3890 4950 5020
4990
06/20/00
4000 psi @ 28 days
30 of 50
B.Eberts
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
90 o F
3:40 PM
TXI/8274
Mix 90 ° F Air Content 4.80 % Slump 3.00 Inches
Pick-Up Charge: Yes
N/A Ticket No.:
Unit Weight PCF
2663668
Yield CF/CY /...' ........'-...
.... oo
74644
/
Test Meffi~s: ASTM C 31, C 39, C 173, C 192, C 231 and C 10~
City of Coppell - Larry Davis
OUR LE'FI'ERS 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:
59 Job No.: 1520COP03
Inlets at Bend 1 Northside/1 Southside at
Mansions
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, PSI:
Ave rag e Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
06/20/00
4000 psi @ 28 days
40 of 50
B.Eberts
CP062004 CP062005 CP062006 CP06207
06/27/00 07/18/00 07/18/00 DISCARD
103000 142410 140770
7 28 28 DISCARD
3640 5040 4980
5010
Temperature: Ambient 90 ° F Mix 90 o F Air Content 4.80 % Slump 3.25
Inches
Time of Sample: 3:40 PM Pick-Up Charge: Yes
Source of Concrete: TXI/8274 N/A Ticket No.: 2663724
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
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.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
58 Job No.: 1 520COP03
Inlet at GTE Entrance at Coppell Road
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.
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSI:
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
CP062001 CP062002 CP062003
06~7/00 07/18/00 07/18/00
110050 140070 141970
7 28 28
3890 4950 5020
4990
06/20/00
4000 psi @ 28 days
30 of 50
B.Eberts
Temperature: Ambient 90 ° F Mix 90 ° F Air Content 4.80 % Slump 3.00 Inches
Time of Sample: 3:40 PM Pick-Up Charge: Yes
Source of Concrete: TXI/8274 N/A Ticket No.: 2663668
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Unit Weight PCF
Yield CF/CYi .,.~to.~-"',~. ' ....
.......
tt.~'_.. 74644 ..'~7
Page 1 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.
tailleering b.
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:
59 Job No.: 1520COP03
Inlets at Bend I Northside/1 Southside at
Mansions
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, PSI:
Averag e Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
06/20/00
4000 psi @ 28 days
40 of 50
B.Eberts
CP062004 CP062005 CP062006 CP06207
06/27/00 07/18/00 07/18/00 DISCARD
103000 142410 140770
7 28 28 DISCARD
3640 5040 4980
5010
Temperature: Ambient 90 o F Mix 90 ° F Air Content 4.80 % Slump 3.25 Inches
Time of Sample: 3:40 PM Pick-Up Charge: Yes
Source of Concrete: TXI/6274 N/A Ticket No.: 2663724
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Unit Weight PCF
Yield CF/CY ,~,,/ ................,,,,,
...... ....
. ,,,,,...:....,..._.,
igl;~f( " age 1 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.
r ecZ'l fapeerlel ca.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-.4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
58 Job No.: 1520COP03
Inlet at GTE Entrance at Coppell Road
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.
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:
CP062001 CP062002 CP062003
06/2W00 0~18~0 07/18/00
110050
7 28 28
3890
06/20/00
4000 psi @ 28 days
30 of 50
B.Eberts
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
90 o F
3:40 PM
TXI/8274
Mix 90 ° F Air Content 4.80 % Slump 3.00 Inches
Pick-Up Charge: Yes
N/A Ticket No.:
PCF
Unit Weight
2663668
Yield CF/CY
City of Coppell - Larry Davis ~,/'~ign~
_ ' Page 1
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1084
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 STANTECN,
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone214/631-4372 Fax214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
58 Job No.: 1520COP03
Inlet at GTE Entrance at Coppell Road
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, PSI:
Type Break: Conical (U.N.Oo)
Remarks:
CP062001
06~7/00
110050
7
3890
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP062002
07/18/00
28
CP062003
07/18/00
28
06/20/00
4000 psi @ 28 days
30 of 50
B.Eberts
Temperature: Ambient
Time of Sample:
Source of Concrete:
90 ° F
3:40 PM
TXI/8274
Mix
90
oF
Air Content 4.80 %
Pick-Up Charge: Yes
N/A Ticket No.:
Slump 3.00 Inches
2663668
Fine Aggregate:
Unit Weight
PCF
Coarse Aggregate:
Water:
Yield
CF/CY
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
ign~~e~//~
Page 1 0~/
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LE'FI'ERS 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:
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SO. IN.
59 Job No.: 1520COP03
Inlets at Bend 1 Northside/1 Southside at
Mansions
Ed Bell Construction
City of Coppell - Kenneth Griffin, P.E.
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:
CP062004 CP062005 CP062006
06/27/00 07/18/00 07/18/00
103000
7 28 28
3640
06/20/00
4000 psi @ 28 days
40 of 50
B.Eberts
CP06207
HOLD
Temperature: Ambient
Time of Sample:
Source of Concrete:
90 ° F
3:40 PM
TXI/8274
Mix
90
oF
Air Content 4.80 % Slump
Pick-Up Charge: Yes
N/A Ticket No.: 2663724
3.25
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.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/6314380
Report No.:
Location:
Contractor:
Reported To:
(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:
CONCRETE COMPRESSION TEST REPORT
59 Job No.: 1520COP03
Inlets at Bend I Northside/1 Southside at
Mansions
Ed Bell Construction
City of Coppell - Kenneth Griffin, P.E.
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP062004 CP062005 CP062006
06~7/00 0~18/00 07/18/00
103000
7 28 28
3640
06/20~00
4000 psi @ 28 days
40 of 50
B .Eberts
CP06207
HOLD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
90 ° F
3:40 PM
TXI/8274
Mix 90 ° F
Unit Weight
Air Content 4.80 % Slump
Pick-Up Charge: Yes
N/A Ticket No.: 2663724
PCF
3.25
Inches
Yield
CF/CY
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.