ST9801-LR000801 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
92 Job No.: 1520COP03
Paving Northbound Lanes at Sta. 22+00
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: CP080107
Test Date: 08/08/00
Maximum Load, LBS: 65650
Age When Tested, Days: 7
Compressive Strength, PSI: 2320
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks: * Does not meet project specifications.
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
08/01/00
3000 psi @ 28 days
110 of 300
M. Ardito
CP080108 CP080109 CP080110
08/29/00 08/29/00 09/26/00
85250 70150 111630
28 28 56
3020 2480* 3950
2750*
Temperature: Ambient
Time of Sample:
Source of Concrete:
82 o F
10:30 AM
TXI - 8272
Mix 85 o F
Air Content 4.00 %
Pick-Up Charge: Yes
N/A Ticket No.:
Slump 6.00 Inches
2697749
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Unit Weight
Yield
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LE'R'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.
Location: Coppell Road Paving at Sta. 22+00 Specification:
08/01/00
3000 psi @ 28 days
Quantity Represented: 110 of 300
Contractor: Ed Bell Construction
Sampled By: M. Ardito
Reported To: Ed Bell - Gary Pryor
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SO. IN.
By Order Of:
Field Number.
CP080406
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSI:
Average Strength, PSh
Type Break: Conical (U.N.O.)
08/04/00
Post-it® Fax Note 7671 Date
Remarks:
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
82 ° F
11:15 AM
TXI - 8272
Mix 85 ° F Air Content 4.00 % Slump 6.00 Inches
Pick-Up Charge: Yes
N/A Ticket No.:
PCF
Unit Weight
2697749
Yield CF/CY
City of Coppell - Kenneth Griffin
City of Coppell - Larry Davis
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LETTERS ANO REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADORESSED ANO APPLY ONLY TO THE ,SAMPLES TESTED.
TEST RESULTS ARE HOT NECES,~ARILY INDICATIVE OF THE QUALIT/OF APPARENTLY IDENTICAL OR SIMILAR SAMPt, E~.
THIS REPORT SHALL NOT 8E REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH.
bileerie
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
92 Job No.: 1520COP03
Paving Northbound Lanes at Sta. 22+00
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:
08/01/00
3000 psi @ 28 days
110 of 300
M. Ardito
Field Number: CP080107
Test Date: 08/08/00
Maximum Load, LBS: 65650
Age When Tested, Days: 7
Compressive Strength, PSh 2320
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks: * Does not meet project specifications.
CP080108
08/29/00
85250
28
3020
2750*
CP080109
08/29/00
70150
28
2480*
CP080110
09/26100
56
Temperature: Ambient
Time of Sample:
Source of Concrete:
82 ° F
10:30 AM
TXI - 8272
Mix 85 ° F
Air Content 4.00 %
Pick-Up Charge: Yes
N/A Ticket No.:
Slump
2697749
6.00 Inches
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
Unit Weight PCF
Yield CF/CY
City of Coppell - Larry Davis
Si
Page __ of 1
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C
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 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:
91 Job No.: 1520COP03
Paving Northbound Lanes at Sta. 20+00
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: CP080102 CP080103 CP080104
Test Date: 08/08/00 08/29/00 08/29/00
Maximum Load, LBS: 64960 92900 93580
Age When Tested, Days: 7 28 28
Compressive Strength, PSI: 2300 3290 3310
Average Strength, PSh 3300
Type Break: Conical (U.N.O.)
Remarks:
08/01/00
3000 psi @ 28 days
10 of 300
M. Ardito
CP080105
HOLD
HOLD
Temperature: Ambient
Time of Sample:
80 ° F Mix
10:30 AM
90
° F Air Content 4.00 % Slump
Pick-Up Charge: Yes
6.00
Inches
Source of Concrete:
TXI-8272
N/A Ticket No.: 2697718
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Unit Weight PCF
Yield CF/CY
1 Of 1
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C
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'l:r'~eC,Jk Emileme
9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
92 Job No.: 1520COP03
Paving Northbound Lanes at Sta. 22+00
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:
08/01/00
3000 psi @ 28 days
110 of 300
M. Ardito
CP080107 CP080108 CP080109 CP080110
08/08/00 08/29/00 08/29/00 HOLD
65650
7 28 28 HOLD
2320
Temperature: Ambient
Time of Sample:
Source of Concrete:
82 ° F Mix 85 ° F Air Content 4.00 % Slump 6.00 Inches
10:30 AM Pick-Up Charge: Yes
TXI - 8272 N/A Ticket No.: 2697749
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 LE'I'I'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 214/6314372 Fax 214/631-4380
Report No.:
Location:
CONCRETE COMPRESSION TEST REPORT
92A Job No.:
Coppell Road Paving at Sta. 22+00
CP080406
08/04/00
53390
3
1890
Contractor: Ed Bell Construction
Reported To: Ed Bell - Gary Pryor
(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:
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
08/01/00
3000 psi @ 28 days
110 of 300
M. Ardito
Temperature: Ambient 82 ° F Mix 85 ° F Air Content 4.00 % Slump 6.00 Inches
Time of Sample: 11:15 AM Pick-Up Charge: Yes
Source of Concrete: TXI - 8272 N/A Ticket No.: 2697749
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water:.
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Kenneth Griffin
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:
91 Job No.: 1520COP03
Paving Northbound Lanes at Sta. 20+00
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, PSh
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
08/01/00
3000 psi @ 28 days
10 of 300
M. Ardito
CP080102 CP080103 CP080104 CP080105
08/08/00 08/29/00 08/29/00 HOLD
64960
7 28 28 HOLD
2300
Temperature: Ambient
Time of Sample:
Source of Concrete:
80 o F
10:30 AM
TXI - 8272
Mix 90 o F
Air Content 4.00 %
Pick-Up Charge: Yes
N/A Ticket No.:
Slump 6.00 Inches
2697718
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Unit Weight PCF
Yield CF/CY
Page 1 o~
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LE'FFERS 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:
91A Job No.: 1520COP03
Coppell Road Paving at Sta. 20+00
Contractor: Ed Bell Construction
Reported To: Ed Bell - Gary Pryor
(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:
CP080401
08/04/00
64400
3
2280
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
08/01/00
3000 psi @ 28 days
10 of 300
M. Ardito
Temperature: Ambient 80 ° F Mix 90 ° F Air Content 4.00 % Slump 6.00 Inches
Time of Sample: 10:30 AM Pick-Up Charge: Yes
Source of Concrete: TXI - 8272 NIA Ticket No.: 2697718
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water: Yield CF/CY
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Kenneth Griffin
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 InENTICAL 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:
91A Job No.: 1520COP03
Coppell Road Paving at Sta. 20+00
Contractor: Ed Bell Construction
Reported To: Ed Bell - Gary Pryor
(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:
CP080401
08/04/00
64400
3
2280
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
0 8/01/0 0
3000 psi @ 28 days
10 of 300
M. Ardito
Temperature: Ambient 80 o F Mix 90 o F Air Content 4.00 % Slump 6.00 Inches
Time of Sample: 10:30 AM Pick-Up Charge: Yes
Source of Concrete: TXI - 8272 N/A Ticket No.: 2697718
Fine Aggregate:
Coarse Aggregate:
UnitWeight PCF
Water: Yield CF/CY
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Kenneth Griffin
City of Coppell - Larry Davis
f'~gn d~' 1 ~f~
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 REPROOUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH.
blueroe b.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
92A Job No.: 1520COP03
Coppell Road Paving at Sta. 22+00
Contractor: Ed Bell Construction
Reported To: Ed Bell - Gary Pryor
(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:
CP080406
08/04/00
53390
3
1890
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
08/01/00
3000 psi @ 28 days
110 of 300
M. Ardito
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
82 ° F
11:15 AM
TXI - 8272
Mix 85 ° F Air Content 4.00 % Slump 6.00 Inches
Pick-Up Charge: Yes
N/A Ticket No.:
PCF
Unit Weight
2697749
Yield CF/CY
City of Coppell Kenneth Griffin
- .I //
City of Coppell - Larry Davis :/,' ./,,/
Test Methods: ASTM C 31, C 39, C 173, C 192. C 231 and C 1064
our LE'PrERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRE~ED AND APPLY ONLY TO THE SAMPLES 'rESTED.
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OP APPARENTLY IDENTICAL OR SIMILAR SAMPLES.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN PULL 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:
92 Job No.: 1520COP03
Paving Northbound Lanes at Sta. 22+00
Contractor: Ed Bell Construction
Reported To: City of Coppell - Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 26.27 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:
08/01/00
3000 psi @ 28 days
110 of 300
M. Ardito
CP080107 CP080108 CP080109 CP080110
08/08/00 08/29/00 08/29/00 HOLD
65650
7 28 28 HOLD
2320
Temperature: Ambient
Time of Sample:
Source of Concrete:
82 ° F
10:30 AM
TXI - 8272
Mix 85 ° F
Air Content 4.00 %
Pick-Up Charge: Yes
N/A Ticket No.:
Slump 6.00 Inches
2697749
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 1 of~'
~i:Lfl:J'YBC'Z'I blileerinl CI.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
91 Job No.: 1520COP03
Paving Northbound Lanes at Sta. 20+00
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:
08/01/00
3000 psi @ 28 days
10 of 300
M. Ardito
CP080102 CP080103 CP080104 CP080105
08/08/00 08/29/00 08/29/00 HOLD
64960
7 28 28 HOLD
2300
Temperature: Ambient
Time of Sample:
Source of Concrete:
80 ° F
10:30 AM
TXI - 8272
Mix
90
oF
Air Content 4.00 % Slump
Pick-Up Charge: Yes
N/A Ticket No.: 2697718
6.00 Inches
Fine Aggregate:
Unit Weight
PCF
Coarse Aggregate:
Water:
Yield
CF/CY
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
, .<)' /
Page 1 o~
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.