ST9801-LR000613 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/6314372 Fax 214/6314380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
50 Job No.: 1520COP03
Eastbound Coppell Road at Sta. 51 +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, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP061301 CP061302 CP061303
06/20~0 07/11/00 07/11/00
108140 144870 141860
7 28 28
3820 5120 5020
5070
06/13/00
4000 psi @ 28 days
10 of 650
D. Bell
CP061304
DISCARD
DISCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
85 ° F
11:00 AM
TXI/8272
Mix 95 ° F Air Content 4.50 % Slump 2.50 Inches
Pick-Up Charge: Yes
N/A Ticket No.:
2659205
Unit Weight PCF
City of Coppell - Larry Davis
Yield
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.
~,tO, g~l'~i'i'Z'X !alraeerlal b.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
53 Job No.: 1520COP03
Eastbound Coppell Road at Sta. 44+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.
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
Field Number: CP061313
Test Date: 06/20/00
Maximum Load, LBS: 84520
Age When Tested, Days: 7
Compressive Strength, PSh 2990
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks: *28-day strength is below Project Specifications.
06/13/00
4000 psi @ 28 days
330 of 650
D. Bell
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
92 o F
4:20 PM
TXI/8272
CP061314 CP061315 CP061316
07/11/00 07/11/00 08/01/00
110080 108190 114790
28 28 56
3890* 3830* 4060
3860*
Unit Weight
2659435
Mix 89 o F Air Content 5.00 % Slump 2.00 Inches
Pick-Up Charge: Yes
N/A Ticket No.:
PCF
.............
CiW of Coppell - Lar~ Davis t ~~iST~~' ,
Page I of ~
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 10~
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:
51 Job No.: 1520COP03
Eastbound Coppell Road at Sta. 48+50
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: CP061305
Test Date: 06/20/00
Maximum Load, LBS: 113190
Age When Tested, Days: 7
Compressive Strength, PSh 4000
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP061306 CP061307
07/11/00 07/11/00
146570 140940
28 28
5180 4990
5090
06/13/00
4000 psi @ 28 days
180 of 650
D. Bell
CP061308
DISCARD
DISCARD
Temperature: Ambient 87 ° F
Time of Sample: 1:20 PM
Source of Concrete: TXI/8272
Mix 92 o F
Air Content 4.50 % Slump
Pick-Up Charge: Yes
N/A Ticket No.: 2659205
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 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 WffHOUT THE APPROVAL OF STANTECH.
2.00 Inches
Page I of 1~)
~~"~BC'Z'~ ialleerial b.
9200 King Adhur Drive
Dallas, Texas 75247-3610
Phone 214t631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
53 Job No.: 1520COP03
Eastbound Coppell Road at Sta. 44+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.
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
06/13/00
4000 psi @ 28 days
330 of 650
D. Bell
Field Number: CP061313
Test Date: 06/20/00
Maximum Load, LBS: 84520
Age When Tested, Days: 7
Compressive Strength, PSh 2990
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks: *28-day strength is below Project Specifications.
CP061314 CP061315
07/11/00 07/11/00
110080 108190
28 28
3890* 3830*
3860*
CP061316
08/01/00
56
Temperature: Ambient 92 ° F Mix 89 o F Air Content 5.00 % Slump 2.00
Inches
Time of Sample: 4:20 PM Pick-Up Charge: Yes
Source of Concrete: TXI/8272 N/A Ticket No.: 2659435
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Yield
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
Pa e o
OUR LE'FrERS 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:
50 Job No.: 1520COP03
Eastbound Coppell Road at Sta. 51 +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: CP061301
Test Date: 06/20/00
Maximum Load, LBS: 108140
Age When Tested, Days: 7
Compressive Strength, PSh 3820
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
06/13/00
4000 psi @ 28 days
10 of 650
D. Bell
CP061302 CP061303 CP061304
07/11/00 07/11/00 HOLD
28 28 HOLD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
85 o F Mix 85 o F Air Content 4.50 % Slump
11:00 AM Pick-Up Charge: Yes
TXI/8272 N/A Ticket No.: 2659010
Unit Weight PCF
2.50 Inches
Yield CF/CY
City of Coppell - Larry Davis
Page ~
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 214/6314372 Fax 214/631 ~
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
52 Job No.: 1520COP03
Eastbound Coppell Road at Sta. 45+50
Contractor: Ed Bell Construction
Reported To: City of Coppel l - Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area -28.27 SO. IN.
Field Number: CP061309
Test Date: 06120/00
Maximum Load, LBS: 98500
Age When Tested, Days: 7
Compressive Strength, PSh 3480
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP061310 CP061311
07/11/00 07/11/00
140120 137220
28 28
4960 4850
4910
06/13/00
4000 psi @ 28 days
280 of 650
D. Bell
CP061312
DISCARD
DISCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
93 ° F
3:25 PM
TXI/8272
Mix 85 o F
Unit Weight
Air Content 4.75 %
Pick-Up Charge: Yes
N/A Ticket No.:
PCF
Slump 2.50 Inches
2659417
City of Coppell - Larry Davis
Yield
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 Ddve
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
53 Job No.: 1520COP03
Eastbound Coppell Road at Sta. 44+00
Contractor: Ed Bell Construction
Reported To: City of Coppell - Kenneth Gdffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SO. IN.
Field Number: CP061313
Test Date: 06/20/00
Maximum Load, LBS: 84520
Age When Tested, Days: 7
Compressive Strength, PSh 2990
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks: *28-day strength is below Project Specffications.
Temperature:
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
Ambient 92 o F Mix 89
4:20 PM
TXI/8272
City of Coppell - Larry Davis
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
Unit Weight
06/13/00
4000 psi @ 28 days
330 of 650
D. Bell
CP061314 CP061315
07/11/00 07/11/00
110080 108190
28 28
3890* 3830*
3860*
CP061316
08/01/00
56
° F Air Content 5.00 % Slump 2.00 Inches
Pick-Up Charge: Yes
N/A Ticket No.:
PCF
2659435
, ............................. :--. ,~ %*'*..o ........... .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.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631 ..4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
51 Job No.: 1520COP03
Eastbound Coppell Road at Sta. 48+50
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, PSI:
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
06/13/00
4000 psi @ 28 days
180 of 650
D. Bell
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
87 o F
1:20 PM
TXI/8272
CP061305 CP061306 CP061307 CP061308
06~0/00 07/11/00 07/11~0 HOLD
113190
7 28 28 HOLD
4000
Mix 92 o F
Air Content 4.50 %
Pick-Up Charge: Yes
N/A Ticket No.:
PCF
Unit Weight
Slump 2.00 Inches
2659205
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 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.
9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
52 Job No.: 1520COP03
Eastbound Coppell Road at Sta. 45+50
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
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
06/13/00
4000 psi @ 28 days
280 of 650
D. Bell
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly ASh:
Admixture(s):
Distribution:
93 ° F
3:25 PM
TXI/8272
CP061309 CP061310 CP061311 CP061312
06/20/00 07/11/00 07/11/00 HOLD
98500
7 28 28 HOLD
3480
Unit Weight
Mix 85 ° F Air Content 4.75 % Slump 2.50 Inches
Pick-Up Charge: Yes
N/A Ticket No.:
PCF
2659417
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.
im!lmemri.m c,.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
"3 T
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
53 Job No.: 1520COP03
Eastbound Coppell Road at Sta. 44+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:
Compressive Strength, PSI:
Averag e Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
06/13/00
4000 psi @ 28 days
330 of 650
D. Bell
CP061313 CP061314 CP061315 CP061316
06/20/00 07/11/00 07/11/00 HOLD
84520
7 28 28 HOLD
2990
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
92 o F
4:20 PM
TXI/8272
City of Coppell - Larry Davis
Mix 89 o F
Unit Weight
Yield
Air Content 5.00 % Slump
Pick-Up Charge: Yes
N/A Ticket No.: 2659435
PCF
CF/CY
2.00 Inches
/
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.
.h x soch mmmmm
9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
50 Job No.: 1520COP03
Eastbound Coppell Road at Sta. 51 +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:
Compressive Strength, PSh
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
06/13/00
4000 psi @ 28 days
10 of 650
D. Bell
C P061301 CP061302 CP061303 CP061304
06/20/00 07/11/00 07/11/00 HOLD
108140
7 28 28 HOLD
3820
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
85 o F
11:00 AM
TXI/8272
Mix 85 ° F Air Content 4.50 % Slump 2.50 Inches
Pick-Up Charge: Yes
N/A Ticket No.:
PCF
Unit Weight
2659010
Yield CF/CY
City of Coppell - Larry Davis ~ "'
/ Page ~
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:
51 Job No.: 1520COP03
Eastbound Coppell Road at Sta. 48+50
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, PSI:
Type Break: Conical (U.N.O.)
Remarks:
06/13/00
4000 psi @ 28 days
180 of 650
D. Bell
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
87 o F
1:20 PM
TXI/8272
CP061305 CP061306 CP061307 CP061308
06/20/00 07/11/00 07/11/00 HOLD
113190
7 28 28 HOLD
4000
Unit Weight
Mix 92 o F Air Content 4.50 % Slump 2.00 Inches
Pick-Up Charge: Yes
N/A Ticket No.:
PCF
Yield CF/CY
2659205
City of Coppell - Larry Davis
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.
lb immlmmmm'lml b.
9200 King An'hur Ddve
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
52 Job No.: 1520COP03
Eastbound Coppell Road at Sta. 45+50
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
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
06/13/00
4000 psi @ 28 days
280 of 650
D. Bell
CP061309 CP061310 CP061311 CP061312
06/20/00 07/11/00 07/11~0 HOLD
98500
7 28 28 HOLD
3480
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
93 o F
3:25 PM
TXI/8272
Mix 85 o F
Unit Weight
Air Content 4.75 %
Pick-Up Charge: Yes
N/A Ticket No.:
PCF
Slump 2.50 Inches
2659417
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'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:
53 Job No.: 1520COP03
Eastbound Coppell Road at Sta. 44+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.
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:
06/13/00
4000 psi @ 28 days
330 of 650
D. Bell
CP061313 CP061314 CP061315 CP061316
06/20/00 07/11/00 07/11/00 HOLD
84520
7 28 28 HOLD
2990
Temperature: Ambient 92 ° F Mix 89 o F Air Content 5.00 % Slump 2.00 Inches
Time of Sample: 4:20 PM Pick-Up Charge: Yes
Source of Concrete: TXI/8272 N/A Ticket No.: 2659435
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water:
Cement:
Fly ASh:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Yield CF/CY
igne;:l': " '
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.
zzll BCZl hal:mini h.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
50 Job No.: 1520COP03
Eastbound Coppell Road at Sta. 51 +00
Contractor: Ed Bell Construction
Reported To: City of Coppell - Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQo 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:
CP061301 CP061302 CP061303
06~20/00 07/11/00 07/11/00
108140 144870 141860
7 28 28
3820 5120 5020
5070
06/13/00
4000 psi @ 28 days
10 of 650
D. Bell
CP061304
DISCARD
DISCARD
Temperature: Ambient 85 ° F Mix 95 o F Air Content 4.50 % Slump
2.50 Inches
Time of Sample: 11:00 AM Pick-Up Charge: Yes
Source of Concrete: TXI/8272 N/A Ticket No.: 2659205
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Yield
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LEFFERS 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:
51 Job No.: 1520COP03
Eastbound Coppell Road at Sta. 48+50
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: CP061305
Test Date: 06/20/00
Maximum Load, LBS: 113190
Age When Tested, Days: 7
Compressive Strength, PSI: 4000
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP061306 CP061307
07/11/00 07/11/00
146570 140940
28 28
5180 4990
5090
06/13/00
4000 psi @ 28 days
180 of 650
D. Bell
CP061308
DISCARD
DISCARD
Temperature: Ambient 87 o F Mix 92 o F Air Content 4.50 % Slump 2.00 Inches
Time of Sample: 1:20 PM Pick-Up Charge: Yes
Source of Concrete: TXI/8272 N/A Ticket No.: 2659205
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
....
"'i:; ........... ..... 7::';'
~ ........
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 10~
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.
~,~f'fBC, J~ lalileedll CI.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
52 Job No.: 1520COP03
Eastbound Coppell Road at Sta. 45+50
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, PSI:
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
CP061309 CP061310 CP061311
06/20/00 07/11/00 07/11~0
98500 140120 137220
7 28 28
3480 4960 4850
4910
06/13/00
4000 psi @ 28 days
280 of 650
D. Bell
CP061312
DISCARD
DISCARD
Temperature: Ambient 93 o F Mix 85 o F Air Content 4.75 % Slump 2.50
Inches
Time of Sample: 3:25 PM Pick-Up Charge: Yes
Source of Concrete: TXI/8272 N/A Ticket No.: 2659417
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
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.
~,Gr,,g~'rJ'BC',~r'~ Elgileerlllg
9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
53 Job No.: 1520COP03
Eastbound Coppell Road at Sta. 44+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:
Compressive Strength, PSI:
Average Strength, PSi:
Type Break: Conical (U.N.O.)
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
06/13/00
4000 psi @ 28 days
330 of 650
D. Bell
CP061313 CP061314 CP061315 CP061316
06~0/00 0~11/00 07/11/00 08/01~0
84520 110080 108190 114790
7 28 28 56
2990 3890* 3830* 4060
3860*
Remarks: *28-day strength is below Project Specifications.
Temperature: Ambient 92 ° F Mix 89 ° F Air Content 5.00 % Slump 2.00 Inches
Time of Sample: 4:20 PM Pick-Up Charge: Yes
Source of Concrete: TXI/8272 N/A Ticket No.: 2659435
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s)i
Distribution:
City of Coppell - Larry Davis
Yield C ,;,,~.~.,1. ~..O,.F..T..~.,~..~,~ii ~J
F/CY~,;t./ '~ ':.t:!lt ro("Z'~
..... ..... . ,
,:,...: ....... .. ..
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.