ST9801-LR000515 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
40 Job No.: 1520COP03
North Coppell Road at East side of Road
Contractor: Ed Bell Construction
Reported To: City of Coppell - Kenneth Gdffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN.
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
05/15/00
4000 psi @ 28 days
30 of 400
C. Newton
Field Number:
Test Date:
Maximum Load, LBS:
Age VVhen Tested, Days:
Compressire Strength, PSI:
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
CP051501 CP051252 CP051503
05/22/00 06/12/00 06/12/00
110080 122590 122240
7 28 28
3890 4440 4320
4340
CP051504
HOLD
DISCARD
74 ° F
9:00 AM
Mix
81
o F Air Content 2.5 %
Pick-Up Charge: Yes
Slump Inches
Ed Bell
N/A Ticket No.: 112045
Unit Weight PCF
City of Coppell- Larry Davis
Yield
Page I of 1 ~
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 W1THOUT THE APPROVAL OF STANTECH.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/6314380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
41 Job No.: 1520COP03
North Coppell Road at East side of 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, PSh
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
CP051505 CP051206 CP051507
05/22/00 06/12/00 06/12/00
145190 145550 146870
7 28 28
5140 5150 5190
5170
05/15/00
4000 psi @ 28 days
80 of 400
C. Newton
C P051508
HOLD
DISCARD
Temperature: Ambient 72 ° F Mix
Time of Sample: 12:20 PM
Source of Concrete: Ed Bell
80 ° F
Air Content 3.2 % Slump
Pick-Up Charge: Yes
N/A Ticket No.: 112043
3.5 Inches
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Unit Weight PCF
Yield
. . ,. . . . . . . . .
74644
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LE']'rERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO VYr4OM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAIVlPLES.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL W1THOUT 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:
41 Job No.: 1520COP03
North Coppell Road at East side of 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.
Field Number: CP051505
Test Date: 05/22/00
Maximum Load, LBS: 145190
Age When Tested, Days: 7
Compressive Strength, PSh 5140
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP051206 CP051507
06/12/00 0611 2/00
145550 146870
28 28
5150 5190
5170
05/15/00
4000 psi @ 28 days
80 of 400
C. Newton
CP051508
HOLD
DISCARD
Temperature: Ambient 72 ° F Mix 80 ° F Air Content 3.2 % Slump
3.5
Inches
Time of Sample: 12:20 PM Pick-Up Charge: Yes
Source of Concrete: Ed Bell NIA Ticket No.: 112043
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Unit Weight
Yield
PCF
,-~-' ........ "~ t
74644
age
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 Arlhur Drive
Dallas, Texas 75247-3610
Pho~e21~631-4372 Fax214/6314380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
40 Job No.: 1520COP03
North Coppell Road at East side of 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:
Compresslye Strength, PSI:
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
CP051501 CP051252 CP051503
05/22/00 06/12/00 06/12/00
110080 122590 122240
7 28 28
3890 ~. ~. ~. 0 4320
4340
05/15/00
4000 psi @ 28 days
30 of 400
C. Newton
CP051504
HOLD
DISCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
74 ° F Mix 81 ° F Air Content 2.5 %
9:00 AM Pick-Up Charge: Yes
Ed Bell N/A Ticket No.:
Unit Weight
Yield
Slump 2.0 Inches
City of Coppell - Larry Davis
112045
PCF
CF/CY,- .....
Page 1 of 1 ~
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LETI'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.
[" I' ] T
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/6314372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
41 Job No.: 1520COP03
North Coppell Road at East side of Road
Contractor: Ed Bell Construction
Reported To: City of Coppell - Kenneth Griffin, P.E.
(8 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ, IN.
Field Number: CP051505
Test Date: 05/22/00
Maximum Load, LBS: 145190
Age When Tested, Days: 7
Compresslye Strength, PSI: 5140
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
05/15/00
4000 psi @ 28 days
80 of 400
C. Newton
CP051206 CP051507 CP051508
06/12/0O 06/12/00 HOLD
28 28 HOLD
Temperature: Ambient
Time of Sample:
Source of Concrate:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
72 ° F Mix 80 o F
12:20 PM
Ed Bell
Unit Weight
Air Content 3.2 % Slump
Pick-Up Charge: Yes
N/A Ticket No.: 112043
PCF
3.5 Inches
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.
9200 King Arthur Drive
Dallas, Texas 75247-3610 ·
Phone214/631-4372 Fax214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
40 Job No.: 1520COP03
North Coppell Road at East side of 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: CP051501
Test Date: 05/22/00
Maximum Load, LBS: 110080
Age When Tested, Days: 7
Compressive Strength, PSI: 3890
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
05/15/00
4000 psi @ 28 days
30 of 400
C. Newton
CP051252 CP051503 CP051504
06/12/00 06/12/00 HOLD
28 28 HOLD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
74 o F Mix 81 ° F Air Content 2.5 % Slump
9:00 AM Pick-Up Charge: Yes
Ed Bell N/A Ticket No.: 112045
Unit Weight PCF
2.0 Inches
Yield CF/CY
City of Coppell - Larry Davis
, -to'°°
-/"-Jigned ' Page 1 off~
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LET'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 WITHOUT THE APPROVAL OF STANTECH.
9200 King Arthur Drive
Dales, Texas 75247-3610
Phone 214/631.4372 Fex 214/e31-,k180
Report No.:
Location:
CONCRETE COMPRESSION TEST REPORT
40 Job No.: 1520COP03
North Coppell Road at East side of Road
Ed Bell Construction
City of Coppell - Kenneth Griffin, P.E.
Contractor:
Reported To:
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN.
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressire Strength, PSi:
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
05/15/00
4000 psi @ 28 days
30 of 400
C. Newton
CP051501 CP051252 CP051503 CP051504
05/22/00 06112/00 06/12/00 HOLD
110080
7 28 28 HOLD
3890
Temperature: Ambient 74 ° F Mix 81 o F Air Content 2.5 % Slump
2.0
Inches
Time of Sample: 9:00 AM Pick-Up Charge: Yes
Source of Concrete: Ed Bell N/A Ticket No.: 112045
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water: Yield CF/CY
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
' igned ' Page 1 of~_~
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR I J= s (~:RS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPt. Y ONLY TO THE SAMPLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDEIITICAL OR SIMILAR SAMPLES.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FUlL WITHOUT THE APPROVAL OF STANTECH.