ST9801-LR000731~'r'wBC, dkf'/Ellillnrill b.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 86 Job No.:
Location: Coppell Road at Sta. 5+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:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSI:
Average Strength, PSI:
Type Break: Conical (U.N.O.)
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07~31/00
4000 psi @ 28 days
100 of 500
M. Ardito
CP073102 CP073103 CP073103 CP073104
08/07/00 08/28~0 08/28/00 09/25/00
82050 112970 104920 129250
7 28 28 56
2900 4000 3710' 4570
3900 *
Remarks: * Does not meet project specifications
Temperature: Ambient 80 o F Mix 85 o F Air Content 4.00 % Slump 3.00
Inches
Time of Sample: 9:45 AM Pick-Up Charge: Yes
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
TXI - 8272
City of Coppell - Larry Davis
N/A Ticket No.: 2696279
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.
· 'b,c./b E,::,,,m:
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 88 Job No,:
Location: Coppell Road at Sta. 8+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:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compresslye Strength, PSh
Average Strength, PSI:
Type Break: Conical (U.N.O.)
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/31/00
4000 psi @ 28 days
170 of 500
M. Ardito
CP073112 CP073113 CP073114 CP073115
08/07~0 08/28/00 08/28/00 09/25~0
84670 113000 109280 117430
7 28 28 56
3000 4000 3870* 4150
3940*
Remarks: * Does not meet project specifications.
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
87 ° F
11:15 AM
TXI - 8272
City of Coppell - Larry Davis
Mix
95 ° F
Unit Weight
Yield CF/CY
Air Content 4.00 % Slump 3.00 Inches
Pick-Up Charge: Yes
N/A Ticket No.: 2696450
....
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.
,tUJ'l r'w 'C'h EIIllnrill
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 89 Job No.:
Location: Coppell Road at Sta. 9+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: CP073117
Test Date: 08/07/00
Maximum Load, LBS: 102520
Age When Tested, Days: 7
Compressive Strength, PSh 3630
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks: * Does not meet project specifications.
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/31/00
4000 psi @ 28 days
290 of 500
M. Ardito
CP073118 CP073119 CP073120
08/2850 08~8/00 09/25/00
111220 112860 123610
28 28 56
3930 * 3990* 4370
3960*
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
85 o F
2:00 PM
TXI - 8272
Mix 80 o F Air Content 3.70 % Slump 2.00 Inches
Pick-Up Charge: Yes
N/A Ticket No.: 2696831
City of Coppell - Larry Davis
Unit Weight PCF ~_ ~ ~ ~1
Test Meth~s: 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,
E.Ilaeerlq b.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 87 Job No.:
Location: Coppell Road at Sta. 7+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:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSI:
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP073107 CP073108 CP073109
08/07/00 08~8/00 08/28/00
102920 136210 128020
7 28 28
3640 4820 4530
4680
07/31/00
4000 psi @ 28 days
140 of 500
M. Ardito
CP073110
HOLD
HOLD
Temperature: Ambient 88 o F Mix 87 o F Air Content 4.70 % Slump 2.00 Inches
Time of Sample: 10:30 AM Pick-Up Charge: Yes
Source of Concrete: TXI - 8272 N/A Ticket No.: 2696362
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Unit Weight PCF ,,,~,~,',~,~
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 Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 88 Job No.:
Location: Coppell Road at Sta. 8+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: CP073112
Test Date: 08/07/00
Maximum Load, LBS: 84670
Age When Tested, Days: 7
Compressive Strength, PSh 3000
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks: * Does not meet project specifications,
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP073113 CP073114
08/28/00 08/28/00
113000 109280
28 28
4000 3870 *
3940 *
07/31/00
4000 psi @ 28 days
170 of 500
M. Ardito
/
CP073115
09/25/00
56
Temperature: Ambient 87 ° F Mix 95 o F Air Content 4.00 % Slump
3.00
Inches
Time of Sample: 11:15 AM Pick-Up Charge: Yes
Source of Concrete: TXI - 8272 N/A Ticket No.: 2696450
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
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.: 89 Job No.:
Location: Coppell Road at Sta. 9+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.
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/31/00
4000 psi@28 days
290 of 500 ..................
M. A~ito
Field Number: CP073117
Test Date: 08/07/00
Maximum Load, LBS: 102520
Age When Tested, Days: 7
Compresslye Strength, PSI: 3630
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks: * Does not meet project specifications.
CP073118 CP073119
08/28/00 08/28/00
111220 112860
28 28
3930 * 3990 *
3960 *
CP073120
09/25/00
56
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
85 o F
2:00 PM
TXI - 8272
Mix 80 ° F
Unit Weight
Yield
City of Coppell - Larry Davis
Air Content 3.70 % Slump 2,00 Inches
Pick-Up Charge: Yes
N/A Ticket No.: 2696831
CF/CY
;i
10
Si
Page __ 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.
9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 90 Job No.:
Location: Coppell Road at Sta. 11+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:
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/31/00
4000 psi @ 28 days
330 of 500
M. Ardito
CP073122 CP073123 CP073124 CP073125
08/07/00 08/28/00 08/28/00 HOLD
80660 125520 133890
7 28 28 HOLD
2850 4440 4740
4590
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
95 ° F Mix 95 ° F Air Content 4.70 % Slump 3.00 Inches
2:45 PM Pick-Up Charge: Yes
TXI - 8272 N/A Ticket No.: 2696885
Yield CF/CY /'?~ .......................
1 Of 1
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
City of Coppell - Larry Davis
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 75247-36t0
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 88 Job No.:
Location: Coppell Road at Sta. 8+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, PSh
Type Break: Conical (U.N.O.)
Remarks:
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/31/00
4000 psi @ 28 days
170 of 500
M. Ardito
CP073112 CP073113 CP073114 CP073115
08/07/00 08/28/00 08/28/00 HOLD
84670
7 28 28 HOLD
3000
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
87 o F
11:15 AM
TXI - 8272
Mix 95 ° F Air Content 4.00 % Slump 3.00 Inches
Pick-Up Charge: Yes
N/A Ticket No.:
PCF
Unit Weight
2696450
Yield CF/CY
City of Coppell - Larry Davis ~.Sr~/
. / /
lg
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.: 89 Job No.:
Location: Coppell Road at Sta. 9+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, PSh
Type Break: Conical (U.N.O.)
Remarks:
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/31/00
4000 psi @ 28 days
290 of 500
M. Ardito
CP073117 CP073118 CP073119 CP073120
08/07/00 08/2850 08/28/00 HOLD
102520
7 28 28 HOLD
3630
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
85 o F
2:00 PM
TXI - 8272
Mix 80 o F Air Content 3.70 % Slump 2.00 Inches
Pick-Up Charge: Yes
N/A Ticket No.:
PCF
Unit Weight
2696831
Yield CF/CY
City of Coppell - Larry Davis ,/// / /" /
n Page 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 Adhur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
90 Job No.:
Coppell Road at Sta. 11 +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: CP073122
Test Date: 08/07/00
Maximum Load, LBS: 80660
Age When Tested, Days: 7
Compressive Strength, PSI: 2850
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/31/00
4000 psi @ 28 days
330 of 500
M. Ardito
CP073123 CP073124 CP073125
08/28/00 08/28/00 HOLD
28 28 HOLD
Temperature: Ambient 95 ° F Mix 95 o F Air Content 4.70 % Slump 3.00 Inches
Time of Sample: 2:45 PM Pick-Up Charge: Yes
Source of Concrete: TXI ~ 8272 N/A Ticket No.: 2696885
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water: Yield CF/CY
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis ~~,. /
PageV--~
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 Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/831-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
86A Job No.:
Coppell Road Paving at Sta. 5+50
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 Lead, LBS:
Age When Tested, Days:
Compressive Strength, PSh
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
CP073101
08/03/00
69070
3
2440
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/31/00
4000 psi @ 28 days
100 of 500
M. Ardito
Temperature: Ambient 80 o F Mix 85 o F Air Content 4.00 % Slump 3.00 Inches
Time of Sample: 9:45 AM Pick-Up Charge': Yes
Source of Concrete: TXI - 8272 N/A Ticket No.: 2696279
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
~J-- ' //. ./ /
Test Methods: ASTM C 31, C 3,9, 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:
87A Job No.:
Coppell Road Paving at Sta. 7+50
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:
CP073106
08/03/00
82470
3
2920
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07~31/00
4000 psi @ 28 days
140 of 500
M. Ardito
Temperature: Ambient 88 ° F Mix 87 o F Air Content 4.70 % Slump 2.00 Inches
Time of Sample: 10:30 AM Pick-Up Charge: Yes
Source of Concrete: TXI - 8272 N/A Ticket No.: 2696362
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water: Yield CF/CY
Cement:
Fly Ash:
Admixture(s)i
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 ANO 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 214/6314380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
88A Job No.:
Coppell Road Paving at Sta. 8+50
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, PSI:
Type Break: Conical (U.N.O.)
Remarks:
CP073111
08/03/00
65320
3
2310
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/31/00
4000 psi @ 28 days
170 of 500
M. Ardito
Temperature: Ambient 87 ° F Mix 95 ° F Air Content 4.00 % Slump 3.00 Inches
Time of Sample: 11:15 AM Pick-Up Charge: Yes
Source of Concrete: TXI - 8272 NIA Ticket No.: 2696450
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water: Yield CF/CY
Cement;
Fly Ash:
Admixture(s):'
Distribution:
City of Coppell - Kenneth Gdffin
City of Coppell - Larry Davis
igne 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 QUALrTY 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:
89A Job No.:
Coppell Road Paving at Sta. 8+50
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:
CP073116
08/03/00
89150
3
3150
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/31/00
4000 psi @ 28 days
290 of 500
M. Ardito
Temperature: Ambient 85 ° F Mix 80 o F Air Content 3.70 % Slump 2.00 Inches
Time of Sample: 2:00 AM Pick-Up Charge: Yes
Source of Concrete: TXI - 8272 N/A Ticket No.: 2696831
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):'
Distribution:
City of Coppell - Kenneth Gdffin
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 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 214/831-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
90A Job No.: 1520COP03
Coppell Road Paving at Sta. 11 +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:
Compresslye Strength, PSh
Average Strength, PSh
Type Break: Conical (U,N.O.)
Remarks:
CP073121
08/03100
68440
3
2420
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/31/00
4000 psi @ 28 days
330 of 500
M. Ardito
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):'
Distribution:
95 o F
2:45 PM
TXI - 8272
Mix 95 ° F Air Content 4.70 % Slump 3.00 Inches
Pick-Up Charge: Yes
N/A Ticket No.:
PCF
Unit Weight
2696885
Yield CF/CY
City of Coppell - Kenneth Griffin
City of Coppell - Larry Davis
ned
1
Test ~ffi~s: ASTM C 31, C 39, C 173, C 192, C 231 and C 10~
OUR LEERS AND RE~RTS ~E FOR THE BCLUSNE USE OF ~E CLI~ TO WHOM ~ AE ADDRESSED AND APPLY ONLY TO THE ~MPLES TESTED.
TEST RESULTS ~ NOT NECE~RILY INDI~TNE OF ~E QUALI~ OF APP~E~LY IDENTI~L OR SIMI~R ~P~S.
~IS RE~RT S~LL NOT BE EPRODUCED BCE~ IN FULL W~O~ ~E APPROVAL OF STAN~CH.
~ozl~'~BcZl !qlaeedq
9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 86 Job No.:
Location: Coppell Road at Sta. 5+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: CP073102
Test Date: 08/07/00
Maximum Load, LBS: 82050
Age When Tested, Days: 7
Compressive Strength, PSh 2900
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/31/00
4000 psi @ 28 days
100 of 500
M. Ardito
CP073103 CP073103 CP073104
08/28/00 08/28/00 HOLD
28 28 HOLD
Temperature: Ambient 80 o F Mix 85 ° F Air Content 4.00 % Slump 3.00 Inches
Time of Sample: 9:45 AM Pick-Up Charge: Yes
Source of Concrete: TXI - 8272 N/A Ticket No.: 2696279
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
Yield CF/CY
City of Coppell - Larry Davis
igned
Page 1
TestMethods:ASTM C 31,C 39, C173, C192, C 231and 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.
Ellaemile ci.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone214/631-4372 Fax214/631-4360
CONCRETE COMPRESSION TEST REPORT
Report No.: 87 Job No.:
Location: Coppell Road at Sta. 7+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:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compresslye Strength, PSh
Ave rag e Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/31/00
4000 psi @ 28 days
140 of 500
M. Ardito
CP073107 CP073108 CP073109 CP073110
08/07/00 08/28/00 08/28/00 HOLD
102920
7 28 28 HOLD
3640
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
88 ° F
10:30 AM
TXI - 8272
Mix 87 o F Air Content 4.70 % Slump 2.00 Inches
Pick-Up Charge: Yes
N/A Ticket No.:
PCF
Unit Weight
2696362
Yield CF/CY
City of Coppell - Larry Davis ~,4,- ,' i/' 7
I ne age
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:
86A Job No.:
Coppell Road Paving at Sta. 5+50
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:
CP073101
08/03/00
69070
3
2440
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/31/00
4000 psi @ 28 days
100 of 500
M. Ardito
Temperature: Ambient 80 o F Mix 85 ° F Air Content 4.00 % Slump 3.00 Inches
Time of Sample: 9:45 AM Pick-Up Charge': Yes
Source of Concrete: TXI - 8272 N/A Ticket No.: 2696279
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water: Yield CF/CY
Cement:
Fly Ash:
Admixture(s):'
Distribution:
City of Coppell - Kenneth Gdffin
City of Coppell - Larry Davis
i ne age ~
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:
87A Job No.:
Coppell Road Paving at Sta. 7+50
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:
CP073106
08/03/00
82470
3
2920
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/31/00
4000 psi @ 28 days
140 of 500
M. Ardito
Temperature: Ambient 88 ° F Mix 87 o F Air Content 4.70 % Slump 2.00
Inches
Time of Sample: 10:30 AM Pick-Up Charge: Yes
Soume of Concrete: TXI - 8272 N/A Ticket No.: 2696362
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water: Yield CF/CY
Cement:
Fly Ash:
Admixture(s):
Distribution:
city of Coppe.- Ke..eth Srif.. A;
City of Coppell - Larry Davis ,/'.." ' /
g;;/S1~ned Page of
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 STANTEC
himme b.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
88A Job No.:
Coppell Road Paving at Sta. 8+50
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, PSI:
Type Break: Conical (U.N.O.)
Remarks:
CP073111
08/0350
65320
3
2310
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/31/00
4000 psi @ 28 days
170 of 500
M. Ardito
Temperature: Ambient 87 ° F Mix 95 ° F Air Content 4.00 % Slump 3.00 Inches
Time of Sample: 11:15 AM Pick-Up Charge: Yes
Source of Concrete: TXI - 8272 N/A Ticket No.: 2696450
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water: Yield CF/CY
Cement:
Fly Ash:
Admixture(s):'
Distribution:
City of Coppell - Kenneth Gdffin
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.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/6314372 Fax 21,1/6314380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
89A Job No.:
Coppell Road Paving at Sta. 8+50
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:
CP073116
08/03/00
89150
3
3150
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/31/00
4000 psi @ 28 days
290 of 500
M. Ardito
Temperature: Ambient 85 ° F Mix 80 ° F Air Content 3.70 % Slump 2.00 Inches
Time of Sample: 2:00 AM Pick-Up Charge: Yes
Source of Concrete: TXI - 8272 N/A Ticket No.: 2696831
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
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 Arlhur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/831-4380
CONCRETE COMPRESSION TEST REPORT
Repod No.:
Location:
90A Job No.: 1520COP03
Coppell Road Paving at Sta. 11 +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:
CP073121
08/03/00
68440
3
2420
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/31/00
4000 psi @ 28 days
330 of 500
M. Ardito
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):'
Distribution:
95 ° F Mix 95 o F Air Content 4.70 % Slump
2:45 PM Pick-Up Charge: Yes
TXI - 8272 N/A Ticket No.: 2696885
Unit Weight PCF
3.00 Inches
Yield CF/CY
City of Coppell - Kenneth Griffin ~~~/~/,_~/_~
City of Coppell - Larry Davis ,'
· ned
1
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LI::11 ~:RS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEf ARE ADDRES,~ED AND APPLY ONLY TO THE &a, MPLES 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.
' Caxrl Eqic,,Tarbl b.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 86 Job No.:
Location: Coppell Road at Sta. 5+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:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSh
Average Strength, PSh
Type Break: Conical (U.N.O.)
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP073102 CP073103 CP073103
08/07/00 08/28/00 08/28/00
82050 112970 104920
7 28 28
2900 4000 3710'
3900*
Remarks: * Does not meet project specifications
07/31/00
4000 psi @ 28 days
100 of 500
M. Ardito
CP073104
09/25/00
56
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
80 o F
9:45 AM
TXI - 8272
Mix 85 o F
Unit Weight
Yield
City of Coppell - Larry Davis
Air Content 4.00 %
Pick-Up Charge: Yes
N/A Ticket No.:
Slump 3.00 Inches
2696279
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 QUALIP( 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.: 87 Job No.:
Location: Coppell Road at Sta. 7+50
Contractor: Ed Bell Construction
Reported To: City of Coppoll - 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:
0 7/31/00
4000 psi @ 28 days
140 of 500
M. Ardito
CP073107 CP073108 CP073109 CP073110
08/07/00 08/28/00 08/28/00 H OLD
102920
7 28 28 HOLD
3640
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s)i
Distribution:
88 o F Mix 87 o F Air Content 4.70 % Slump
10:30 AM Pick-Up Charge: Yes
TXI - 8272 N/A Ticket No.: 2696362
Unit Weight PCF
2.00 Inches
Yield CF/CY
City of - 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.
~'~rfB'G, ZZ illlleeri al CI.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214,/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 86 Job No.:
Location: Coppell Road at Sta. 5+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, PSh
Type Break: Conical (U.N.O.)
Remarks:
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/31/00
4000 psi @ 28 days
100 of 500
M. Ardito
CP073102 CP073103 CP073103 CP073104
08~7/00 08/28/00 08/28/00 HOLD
82050
7 28 28 HOLD
2900
Temperature: Ambient 80 ° F Mix 85 o F Air Content 4.00 % Slump 3.00 Inches
Time of Sample: 9:45 AM Pick-Up Charge: Yes
Source of Concrete: TXI - 8272 N/A Ticket No.: 2696279
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
Yield CF/CY
City of Coppell - Larry Davis
Signed' 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.
~~j-s,~w,C,/,J ElgilBeriBI CI.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
90 Job No.:
Coppell Road at Sta. 11 +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, PSh
Type Break: Conical (U.N.O.)
Remarks:
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/31/00
4000 psi @ 28 days
330 of 500
M. Ardito
CP073122 CP073123 CP073124 CP073125
08/07/00 08/28/00 08/28/00 HOLD
80660
7 28 28 HOLD
2850
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
95 o F
2:45 PM
TXI - 8272
Mix 95 ° F Air Content 4.70 % Slump 3.00 Inches
Pick-Up Charge: Yes
N/A Ticket No.:
PCF
Unit Weight
2696885
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 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.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4,372 Fax 214/6314380
CONCRETE COMPRESSION TEST REPORT
Report No.: 89 Job No.:
Location: Coppell Road at Sta. 9+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:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSI:
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/31/00
4000 psi @ 28 days
290 of 500
M. Ardito
C P073117 CP073118 CP073119 C P073120
08/07/00 08/28/00 08/28/00 HOLD
102520
7 28 28 HOLD
3630
Temperature: Ambient
Time of Sample:
Soume of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
85 ° F Mix 80 o F Air Content 3.70 % Slump
2:00 PM Pick-Up Charge: Yes
T×I - 8272 N/A Ticket No.: 2696831
Unit Weight PCF
2.00 Inches
Yield CF/CY
City of Coppell - Larry Davis /,/S~%~V/ --,/"
_ ~' ,'" i/ /
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.
~/2M'l'~'r'w8G, h ilgileerinl CI.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/6314372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No,: 88 Job No.:
Location: Coppell Road at Sta. 8+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, PSh
Type Break: Conical (U.N.O.)
Remarks:
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/31/00
4000 psi @ 28 days
170 of 500
M. Ardito
CP073112 CP073113 CP073114 CP073115
08/07/00 08/28/00 08/28/00 HOLD
84670
7 28 28 HOLD
3000
Temperature: Ambient 87 o F Mix 95 o F Air Content 4.00 % Slump 3.00 Inches
Time of Sample: 11:15 AM Pick-Up Charge: Yes
Source of Concrete: TXI - 8272 N/A Ticket No.: 2696450
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water: Yield CF/CY
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
'/~d..~ / '~ ,,/ ~///
-- ned
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LETrERS 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.
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