ST9801-LR000721 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
74 Job No.: 1520COP03
Coppell Road at Parkway, 65' from Centerline
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.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP072101 CP072102 CP072103
07~8/00 08/18/00 08/18/00
112530 128920 133130
7 28 28
3980 4560 4710
4640
07/21/00
4000 psi @ 28 days
9.5 of 500
S. Adli
CP072104
HOLD
HOLD
Temperature: Ambient
Time of Sample:
Source of Concrete:
85 o F Mix 95 ° F Air Content 2.00 % Slump
8:30 AM Pick-Up Charge: Yes
Ed Bell - 01MW N/A Ticket No.: N/A
2.00 Inches
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Unit Weight PCF
~t'~ % '"~1~""'1""""' 1'{
S'
Test Methods: ASTM C 31, C 39, C 173, C 192. C 231 and C 1
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 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:
75 Job No.:
Coppell Road at Sta. 20+72
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:
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/21/00
4000 psi @ 28 days
109.5 of 500
S. Adli
CP072105 CP072106 CP072107 CP072108
07/28/00 08/18/00 08/18/00 HOLD
110920 128250 125860
7 28 28 HOLD
3920 4540 4450
4500
Temperature: Ambient
Time of Sample:
Source of Concrete:
90 o F Mix
10:30 AM
Ed Bell - 01MW
95 ° F Air Content 2.50 % Slump 2.00 Inches
Pick-Up Charge: Yes
N/A Ticket No.: N/A
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Unit Weight PCF
1
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C
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.
'f I ~ ]
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631.4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
76 Job No.:
Coppell Road at Sta. 18+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, PSI:
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP072109 CP072110 CP072111
07/28/00 08/18/00 08/18/00
111640 121650 126970
7 28 28
3950 4300 4490
4400
07/21/00
4000 psi @ 28 days
218 of 500
S. Adli
CP072112
HOLD
HOLD
Temperature: Ambient
Time of Sample:
Source of Concrete:
95 ° F Mix
12:00 PM
Ed Bell - 01MW
95 ° F Air Content 3.00 % Slump 2.75 Inches
Pick-Up Charge: Yes
N/A Ticket No.: N/A
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Unit Weight PCF
Yield CF/CY
in
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1{:)64
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.
I I' ? T
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
77 Job No.: 1520COP03
Coppell Road at Minyard at Sta. 16+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:
CP072113 CP072114 CP072115
07/28/00 08/18/00 08/18/00
93510 123870 113820
7 28 28
3310 4380 4030
4210
07/21/00
4000 psi @ 28 days
341.5 of 500
S. Adli
CP072116
HOLD
HOLD
Temperature: Ambient 97 ° F Mix 95 o F Air Content 3.50 % Slump 2.50 Inches
Time of Sample: 1:25 PM Pick-Up Charge: Yes
Source of Concrete: Ed Bell - 01MW N/A Ticket No.: N/A
Fine Aggregate:
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'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 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 78 Job No.:
Location: Coppell Road at Sta. 15+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:
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP072121 CP072122 CP072123
07~8/00 08/18/00 08/18/00
89970 119930 118840
7 28 28
3t80 4240 4200
4220
07/21/00
4000 psi @ 28 days
417.5 of 500
S. Adli
CP072124
HOLD
HOLD
Temperature: Ambient 97 ° F Mix 95 o F Air Content 3.00 % Slump 2.00
Inches
Time of Sample: 2:35 PM Pick-Up Charge: Yes
Source of Concrete: Ed Bell - 01MW N/A Ticket No.: N/A
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 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
GF, bl mde b.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
Report No.: 79 Job No.:
Location: Box Culvert at Sta. 3+41.97
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, PSh
Type Break: Conical (U.N.O.)
Remarks:
CONCRETE COMPRESSION TEST REPORT
1520COP03 Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP072126 CP072127 CP072128
07~8/00 08/18/00 08/18/00
96780 133750 133940
7 28 28
3420 4730 4740
4740
07/21/00
4000 psi @ 28 days
10 of 50
S. Adli
CP072129
HOLD
HOLD
Temperature: Ambient
Time of Sample:
Source of Concrete:
95 ° F
11:45 AM
Pioneer - 9363
Mix 90 ° F
Air Content 3.50 % Slump
Pick-Up Charge: Yes
N/A Ticket No.: 674951
4.50 Inches
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
Unit Weight
Yield
City of Coppell - Larry Davis
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and
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.