ST9801-LR000724 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
81A Job No.:
Coppell Road Paving at Sta. 10+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:
CP072410
07/27/00
112550
3
3980
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/24~00
4000 psi @ 28 days
103 of 500
S. Adli
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
85 o F Mix 85 ° F Air Content 3.50 % Slump
9:15 AM Pick-Up Charge: Yes
Ed Bell 01MW NIA Ticket No.: N/A
Unit Weight PCF
2.00 Inches
Yield CF/CY
City of Coppell - Kenneth Griffin
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:
82A Job No.:
Coppell Road Paving at Sta. 8+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:
CP072415
07/27/00
99890
3
3530
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/24/00
4000 psi @ 28 days
226.5 of 500
S. Adli
Temperature: Ambient
Time of Sample:
Source of Concrate:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
97 o F Mix 95 o F
11:35 AM
Ed Bell 01 MW
Unit Weight
Air Content 4.00 % Slump
Pick-Up Charge: Yes
N/A Ticket No.: NIA
PCF
3.00 Inches
Yield CF/CY
City of Coppell - Kenneth Gdffin
City of Coppell - Larry Davis
age 0
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:
83A Job No.:
Coppell Road Paving at Sta. 5+68
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:
CP072420
07/27/00
96770
3
3420
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/24/00
4000 psi @ 28 days
312 of 500
S. Adli
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
98 o F Mix 95 o F
1:20 PM
Ed Bell 01MW
Unit Weight
Air Content 5.00 % Slump
Pick-Up Charge: Yes
N/A Ticket No.: N/A
PCF
3.00 Inches
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 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:
84A Job No.:
Coppell Road Paving at Sta. 3+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:
CP072425
07/27/00
93500
3
3310
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/24/00
4000 psi @ 28 days
416.5 of 500
S. Adli
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
97 o F
3:00 PM
Ed Bell 01MVV
Mix 95 ° F Air Content 4.50 % Slump 3.00 Inches
Pick-Up Charge: Yes
N/A Ticket No.: N/A
PCF
Unit Weight
Yield CF/CY
City of Coppell - Kenneth Griffin
City of Coppell - Larry Davis
Z-'~)
g /L~-'~~'~gned Z-- 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.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
80 Job No.:
Coppell Road at Sta. 11+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:
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP072401 CP072402 CP072403
07/31/00 08~1/00 08/21~0
109870 128890 132650
7 28 28
3890 4560 4690
4630
07/24/00
4000 psi @ 28 days
65 of 500
S. Adli
CP072404
HOLD
HOLD
Temperature: Ambient
Time of Sample:
Source of Concrete:
85 o F Mix
8:15 AM
Ed Bell - 01MW
85 o F Air Content 4.00 % Slump 2.50 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
Si
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 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:
81 Job No.:
Coppell Road at Sta. 10+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:
Field Number: CP072406 CP072407 CP072408
Test Date: 07/31/00 08/21/00 08/21/00
Maximum Load, LBS: 130220 142930 147400
Age When Tested, Days: 7 28 28
Compressive Strength, PSI: 4610 5060 5210
Average Strength, PSh 5140
Type Break: Conical (U.N.O.)
Remarks:
07/24/00
4000 psi @ 28 days
103 of 500
S. Adli
CP072409
HOLD
HOLD
Temperature: Ambient
Time of Sample:
Source of Concrete:
85 ° F Mix
9:15 AM
Ed Bell - 01MW
85 o F
Air Content 3.50 % Slump
Pick-Up Charge: Yes
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
Yield CF/CY
Sign Pa
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LE~'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,
'[' I' ! T
9200 King Arthur Drive
Dallas. Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 82 Job No.:
Location: Coppell Road at Sta. 8+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.
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
Field Number: CP072411 CP072412 CP072413
Test Date: 07/31/00 08/21/00 08/21/00
Maximum Load, LBS: 116410 136990 139930
Age When Tested, Days: 7 28 28
Compressive Strength, PSI: 4120 4850 4950
Averag e Strength, PSI: 4900
Type Break: Conical (U.N.O.)
Remarks:
07/24/00
4000 psi @ 28 days
226.5 of 500
S. Adli
CP072414
HOLD
HOLD
Temperature: Ambient
Time of Sample:
Source of Concrete:
95 ° F Mix
11:35 AM
Ed Bell - 01MW
97 ° F
Air Content 4.00 % Slump
Pick-Up Charge: Yes
N/A Ticket No.: N/A
3.00 Inches
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
,,
Si ~~1
106
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 Ddve
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 83 Job No.:
Location: Coppell Road at Sta. 5+68
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:
CP072416 CP072417 CP072418
07/31/00 08~1/00 08~1/00
103100 132180 134470
7 28 28
3650 4680 4760
4720
07/24/00
4000 psi @ 28 days
312 of 500
S. Adli
CP072419
HOLD
HOLD
Temperature: Ambient
Time of Sample:
Source of Concrete:
98 o F Mix
1:20 PM
Ed Bell - 01MW
95 ° F
Air Content 5.00 % Slump
Pick-Up Charge: Yes
N/A Ticket No.: N/A
3.00 Inches
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.
I' l' : T
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631.4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
80A Job No.:
Coppell Road Paving at Sta. 11 +50
Contractor: Ed Bell Construction
Reported To: Ed Bell - Gary Pryor
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN.
1520COP03
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:
CP072405
07/27/00
99480
3
3520
07/24/00
4000 psi @ 28 days
65 of 500
S. Adli
Temperature: Ambient 85 o F Mix 85 o F Air Content 4.00 % Slump 2.50 Inches
Time of Sample: 8:15 AM Pick-Up Charge: Yes
Source of Concrete: Ed Bell 01MW N/A Ticket No.: N/A
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 o 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 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
81A Job No.:
Coppell Road Paving at Sta. 10+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:
CP072410
07/2750
112550
3
3980
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/24/00
4000 psi @ 28 days
103 of 500
S. Adli
Temperature: Ambient
Time of Sample:
Source of Concrate:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
85 o F
9:15 AM
Ed Bell 01MW
Mix 85 ° F Air Content 3.50 % Slump 2.00 Inches
Pick-Up Charge: Yes
N/A Ticket No.: N/A
PCF
Unit Weight
Yield CF/CY
City of Coppell - Kenneth Griffin
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 Ddve
Dallas, Texas 75247-3610
Phone 214/6314372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
82A Job No.:
Coppell Road Paving at Sta. 8+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, PSI:
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
CP072415
07/27/00
99890
3
3530
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/24/00
4000 psi @ 28 days
226.5 of 500
S. Adli
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
97 ° F
11:35 AM
Ed Bell 01MW
Mix 95 ° F Air Content 4.00 % Slump 3.00 Inches
Pick-Up Charge: Yes
N/A Ticket No.: N/A
PCF
Unit Weight
Yield CF/CY
City of Coppell - Kenneth Griffin ,._~j~~
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 IOENTICAL OR SIMILAR SAMPLES.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH.
~ l" T T
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
83A Job No.:
Coppell Road Paving at Sta. 5+68
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, PSI:
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
CP072420
07~7/00
96770
3
3420
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/24/00
4000 psi @ 28 days
312 of 500
S. Adli
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
98 ° F Mix 95 o F
1:20 PM
Ed Bell 01MW
Unit Weight
Air Content 5.00 % . Slump
Pick-Up Charge: Yes
N/A Ticket No.: N/A
PCF
3.00 Inches
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 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/"o31-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
84A Job No.:
Coppell Road Paving at Sta. 3+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:
CP072425
07/27/00
93500
3
3310
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/24/00
4000 psi @ 28 days
416.5 of 500
S. Adli
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
97 ° F Mix 95 o F
3:00 PM
Ed Bell 01MW
Unit Weight
Air Content 4.50 % Slump
Pick-Up Charge: Yes
N/A Ticket No.: N/A
PCF
3.00 Inches
Yield CF/CY
City of Coppell - Kenneth Griffin
City of Coppell - Larry Davis
~i'~gned
age 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,
r m' T t
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone214/631-4372 Fax214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
80A Job No.:
Coppell Road Paving at Sta. 11 +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:
CP072405
07/27/00
99480
3
3520
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/24/00
4000 psi @ 28 days
65 of 500
S. Adli
Temperature: Ambient 85 o F Mix 85 o F Air Content 4.00 % Slump 2.50 Inches
Time of Sample: 8:15 AM Pick-Up Charge: Yes
Source of Concrete: Ed Bell 01MW N/A Ticket No.: N/A
Fine Aggregate:
Coarse Aggregate:
Unit Weight PCF
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 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.
illlllnl'iq h.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/6314372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 84 Job No.:
Location: Coppell Road at Sta. 3+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:
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP072421 CP072422 CP072423
07/31/00 08/21/00 08/21/00
101970 123110 126450
7 28 28
3610 4350 4470
4410
07/24/00
4000 psi @ 28 days
416.5 of 500
S. Adli
CP072424
HOLD
HOLD
Temperature: Ambient 97 ° F Mix 95 o F Air Content 4.50 % Slump 3.00
Inches
Time of Sample: 3:00 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
Pa e of 1
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 W~THOUT THE APPROVAL OF STANTECH.