ST9801-LR000907 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Project:
Contractor:
Reported To:
112 Job No.: 1520COP03
Coppell Road Pavement, S.B. Lanes 150't0
200' South of Waterchase Entrance
Coppell Road Paving and Drainage
Improvements
Ed Bell Construction
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:
Compressire Strength, PSh
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
09/07/00
3500 psi @ 28 days
10 of 20
M. Ardito
CP090702 CP090703 CP090704 CP090705
09/14/00 10/05/00 10/05/00 HOLD
87200
7 28 28 HOLD
3080
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
98 ° F
1:30 PM
Lattimore - 42
Mix 90 ° F
Unit Weight
Air Content 6.0 %
Pick-Up Charge: Yes
N/A Ticket No.:
PCF
Slump 6.0 Inches
7092329
Yield CF/CY
City of Coppell - Larry Davis
Si~~page I
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.
of 1
cI,fl rBch iqilnrlll GL
9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 21 4/631 4,,',',',',',',',',~
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Project:
Contractor:
Reported To:
113 Job No.: 1520COP03
Coppell Road Wingwalls at Drainage Channel
East Side @ Sta. 27+50 to 28+00
Coppell Road Paving and Drainage
Improvements
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:
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSh
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
09/07/00
3500 psi @ 28 days
10 of 20
M. Ardito
CP090706 CP090707 CP090708 CP090709
09/14/00 10/05/00 10/05/00 HOLD
90060
7 28 28 HOLD
3180
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
98 ° F
2:45 PM
Pioneer - 9339
Mix 93 ° F
Unit Weight
Air Content % Slump
Pick-Up Charge: Yes
N/A Ticket No.: 687033
PCF
6.5 Inches
Yield CF/CY
City of Coppell - Larry Davis
Si
Page I of I
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.
J'YBC,, illilndll GL
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Project:
Contractor:
Reported To:
112A Job No.: 1520COP03
Coppell Road Pavement, S.B. Lanes 150' to
200' South of Waterchase Entrance
Coppell Road Paving and Drainage
Improvements
Ed Bell Construction
Ed Bell - Gary Pryor
(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:
CP090701
09/11~0
85380
4
3020
09/07/00
3500 psi @ 28 days
10 of 20
M. Ardito
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
98 o F Mix 90 ° F Air Content 6.0 % Slump
1:30 PM Pick-Up Charge: Yes
Lattimore - 42 N/A Ticket No.: 7092329
Unit Weight PCF
6.0 Inches
Yield CF/CY
City of Coppell - Larry Davis
S'
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 QUALIT'/OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH.
' ,taT,fl : UC, II bliab"lq
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 112 Job No.: 1520COP03 Date Cast:
Location: Coppell Road Pavement, S.B. Lanes 150' to Specification:
Project:
200' South of Waterchase Entrance
Coppell Road Paving and Drainage
Improvements
Ed Bell Construction
City of Coppell - Kenneth Griffin, P.E.
Quantity Represented:
Contractor: Sampled By:
Reported To: By Order Of:
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN.
Field Number: CP090702 CP090703 CP090704
Test Date: 09/14/00 10/05/00 10/05/00
Maximum Load, LBS: 87200 107930 107780
Age When Tested, Days: 7 28 28
Com pressive Strength, PSh 3080 3820 3810
Average Strength, PSI: 3820
Type Break: Conical (U.N.O.)
Remarks:
09/07/00
3500 psi @ 28 days
10 of 20
M. Ardito
CP090705
DISCARD
DISCARD
Temperature: Ambient 98 o F Mix 90 ° F Air Content 6.0 % Slump 6.0 Inches
Time of Sample: 1:30 PM Pick-Up Charge: Yes
Source of Concrete: Lattimore - 42 N/A Ticket No.: 7092329
Fine Aggregate: Unit Weight PCF f~e~~E
Coarse Aggregate: /- ·
Water: Yield cF/c v
.....
Cement: ~,,o.;~/,e3;j/'~~'~,~''
Fly Ash: ~~~.~rO'
Admixture(s):
Distribution: City of Coppell - Larry Davis ~ ~~
Page 1 of I
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:
Project:
Contractor:
Reported To:
113 Job No.: 1520COP03
Coppell Road Wingwalls at Drainage Channel
East Side @ Sta. 27+50 to 28+00
Coppell Road Paving and Drainage
Improvements
Ed Bell Construction
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:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP090706 CP090707 CP090708
09/14/00 10/05/00 10/05/00
90060 118060 124440
7 28 28
3180 4180 4400
09/07/00
3500 psi @ 28 days
10 of 20
M. Ardito
CP090709
DISCARD
DISCARD
Temperature: Ambient
Time of Sample:
Sourca of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
98 o F
2:45 PM
Pioneer - 9339
Mix 93 ° F Air Content
% Slump
6.5 Inches
Pick-Up Charge: Yes
N/A TiCket No.: 687033
City of Coppell - Larry Davis
Unit Weight PCF
Test Methods: ASTM C 31, C 39, C 173, C :92, 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.