ST9801-LR000810 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:
99 Job No.: 1520COP03
Inlet at Southbound Lane of Coppell Rd. at
Parkway
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:
08/10/00
4000 psi @ 28 days
6 of 6
A. Hayes
Field Number: CP081001 CP081002 CP081003 CP081004
Test Date: 08/17/00 09/07/00 09/07/00 DISCARD
Maximum Load, LBS: 110330 156000 158730
Age When Tested, Days: 7 28 28 DISCARD
Compressive Strength, PSI: 3900 5520 5610
Average Strength, PSI: 5570
Type Break: Conical (U.N.O.)
Remarks:
Temperature: Ambient
Time of Sample:
Source of Concrete:
N/A ° F
N/A
TXI - 8205
Mix N/A o F
Air Content N/A %
Pick-Up Charge: Yes
N/A Ticket No.:
Slump N/A Inches
2706779
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell- Larry Davis
Unit Weight PCF
Yield CF/CY
Si Page 1__ of 1
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:
Contractor:
Reported To:
99 Job No.: 1520COP03
Inlet at Southbound Lane of Coppell Rd. at
Parkway
Ed Bell Construction
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:
Compresslye Strength, PSh
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
CP081001
08/17/00
110330
7
3900
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP081002
09/07/00
28
CP081003
09/07/00
28
08/10/00
4000 psi @ 28 days
6 of 6
A. Hayes
CP081004
HOLD
HOLD
Temperature: Ambient
Time of Sample:
Source of Concrete:
N/A o F
N/A
TXI - 8205
Mix N/A o F
Air Content N/A % Slump
Pick-Up Charge: Yes
N/A Ticket No.: 2706779
N/A Inches
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.
~,OJ~J"fB'C',,/'I illlllee~lil CI.
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:
99 Job No.: 1520COP03
Inlet at Southbound Lane of Coppell Rd. at
Parkway
Ed Bell Construction
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, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
08/10/00
4000 psi @ 28 days
6 of 6
A. Hayes
CP081001 CP081002 CP081003 CP081004
08/17/00 09/07/00 09/07/00 HOLD
110330
7 28 28 HOLD
3900
Temperature: Ambient
Time of Sample:
Source of Concrate:
N/A o F
N/A
TXI - 8205
Mix N/A o F
Air Content N/A %
Pick-Up Charge: Yes
N/A Ticket No.:
Slump N/A Inches
2706779
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.
Page I o~~'
~~PwBCZ'I Eagiaeerine Ce.
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:
99 Job No.: 1520COP03
Inlet at Southbound Lane of Coppell Rd. at
Parkway
Ed Bell Construction
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:
08/10/00
4000 psi @ 28 days
6 of 6
A. Hayes
CP081001 CP081002 C P081003 CP081004
08/17/00 09/07/00 09/07/00 HOLD
110330
7 28 28 HOLD
3900
Temperature: Ambient
Time of Sample:
Source of Concrete:
N/A o F
N/A
TXI - 8205
Mix N/A o F
Air Content N/A % Slump
Pick-Up Charge: Yes
N/A Ticket No.: 2706779
N/A
Fine Aggregate:
Unit Weight PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Yield CF/CY
Page 1
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,
Inches