ST9801-LR000804imllmeeriml
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Contractor:
Reported To:
94 Job No.: 1520COP03
Paving at Eastwick and Coppell Rd. at Grand
Cottonwood Creek
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:
08/04/00
4500 psi @ 28 days
20 of 150
M. Yahezedah
CP080401 CP080402 CP080403 CP080404
08/11/00 09/01/00 09/01/00 H OLD
140510
7 28 28 HOLD
4970
Temperature: Ambient
Time of Sample:
Source of Concrete:
105 ° F
9:00 AM
TXI - 8274
Mix 95 ° F
Air Content 4.00 %
Pick-Up Charge: Yes
N/A Ticket No.:
Slump 2.00 Inches
2700897
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
Unit Weight PCF
City of Coppell - Larry Davis
Yield CF/CY
// /
~ ne 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.
~~:ZJ~J=Yl~1~ EI!IBBBPI]i ~.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
95 Job No.: 1520COP03
Paving at Coppell Rd. and Minyard Rd.
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:
08/04/00
4500 psi @ 28 days
110 of 150
M. Yahezedah
CP080405 CP080406 CP080407 CP080408
08/11/00 09/01/00 09/01/00 H OLD
102170
7 28 28 HOLD
3610
Temperature: Ambient
Time of Sample:
Source of Concrete:
105 o F
12:50 PM
TXI - 8274
Mix 100 o F Air Content 4.80 % Slump 4.00 Inches
Pick-Up Charge: Yes
N/A Ticket No.:
2701407
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
Unit Weight PCF
Yield CF/CY
City of Coppell - Larry Davis /r~-//~~
~'gned 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.
billgrill
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Contractor:
Reported To:
94 Job No.: 1520COP03
Paving at Eastwick and Coppell Rd. at Grand
Cottonwood Creek
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:
Compressire Strength, PSI:
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
CP080401
08/11/00
140510
7
4970
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
08/04/00
4500 psi @ 28 days
20 of 150
M. Yahezedah
CP080402 CP080403 CP080404
09/01/00 09/01/00 DISCARD
167210 165140
28 28 DISCARD
5910 5840
5880
Temperature: Ambient
Time of Sample:
Source of Concrete:
105 o F
9:00 AM
TXI - 8274
Mix 95 o F
Air Content 4.00 %
Pick-Up Charge: Yes
N/A Ticket No.:
Slump 2.00 Inches
2700897
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Unit Weight PCF
Yield CF/CY
Si.
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
,t/Za rBC'JrZ iqllnrbl h.
9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
95 Job No.: 1520COP03
Paving at Coppell Rd~ and Minyard Rd.
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:
Compresslye Strength, PSh
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
08/04/00
4500 psi @ 28 days
110 of 150
M. Yahezedah
CP080405 CP080406 CP080407 CP080408
08/11/00 09/01/00 09/01/00 DIS CA R D
102170 130280 131640
7 28 28 DISCARD
3610 4610 4660
4640
Temperature: Ambient
Time of Sample:
Source of Concrete:
105 o F
12:50 PM
TXI - 8274
Mix 100 o F Air Content 4.80 % Slump 4.00 Inches
Pick-Up Charge: Yes
N/A Ticket No.:
2701407
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell- Larry Davis
Unit Weight PCF
Sign
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:
96 Job No.: 1520COP03
Inlet between Eastwick & Minyard at Coppell Rd
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.
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
08/04/00
4000 psi @ 28 days
5 of 5
M. Yahezedah
Field Number: CP080409 CP080410 CP080411 CP080412
Test Date: 08/11/00 09/01/00 09/01/00 DISCARD
Maximum Load, LBS: 90660 136110 136050
Age When Tested, Days: 7 28 28 DISCARD
Compressive Strength, PSI: 3210 4810 4810
Average Strength, PSI: 4810
Type Break: Conical (U.N.O.)
Remarks:
Temperature: Ambient
Time of Sample:
Source of Concrete:
105 o F
2:00 PM
TXI - 8205
Mix 98 ° F
Air Content N/A %
Pick-Up Charge: Yes
N/A Ticket No.:
Slump 3.00 Inches
2701340
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Unit Weight PCF
Yield CF/CY
P
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 WITHOUT THE APPROVAL OF STANTECH.
,fOn EC.J b.anm.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
96 Job No.: 1520COP03
Inlet between Eastwick & Minyard at Coppell Rd
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:
Ave rag e Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
08/04/00
4000 psi @ 28 days
5 of 5
M. Yahezedah
CP080409 CP080410 CP080411 CP080412
08/11/00 09/01/00 09/01/00 HOLD
90660
7 28 28 HOLD
3210
Temperature: Ambient
Time of Sample:
Source of Concrete:
105 o F
2:00 PM
TXI - 8205
Mix 98 o F Air Content N/A % Slump 3.00 Inches
Pick-Up Charge: Yes
N/A Ticket No.:
2701340
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
Unit Weight PCF
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'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 INDICATE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECHo
~~J, fl~f'wBC'Z'J blileerlll Ci.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
96 Job No.: 1520COP03
Inlet between Eastwick & Minyard at Coppell Rd
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:
08/04/00
4000 psi @ 28 days
5 of 5
M. Yahezedah
CP080409 CP080410 CP080411 CP080412
08/11/00 09/01/00 09/01/00 HOLD
90660
7 28 28 HOLD
3210
Temperature: Ambient
Time of Sample:
Source of Concrete:
105 o F Mix 98 o F Air Content N/A % Slump
2:00 PM Pick-Up Charge: Yes
TXI - 8205 N/A Ticket No.: 2701340
3.00 Inches
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
Unit Weight PCF
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.
~lzl'l~f'~Bc'Z'l bgaeerlng Ca.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone214/631-4372 Fax214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No,:
Location:
95 Job No.: 1520COP03
Paving at Coppell Rd. and Minyard Rd.
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:
08/04/00
4500 psi @ 28 days
110 of 150
M. Yahezedah
CP080405 CP080406 CP080407 CP080408
o8/11/00 09/01/00 o9/01/00 HOLD
102170
7 28 28 HOLD
3610
Temperature: Ambient
Time of Sample:
Source of Concrete:
105 o F Mix 100 o F Air Content 4.80 % Slump
12:50 PM Pick-Up Charge: Yes
TXI - 8274 N/A Ticket No.: 2701407
4.00 Inches
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
Unit Weight PCF
Yield CF/CY
City of Coppell - Larry Davis :~e,~d~~~/
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.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Contractor:
Reported To:
94 Job No.: 1520COP03
Paving at Eastwick and Coppell Rd. at Grand
Cottonwood Creek
Ed Bell Construction
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:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
08/04/00
4500 psi @ 28 days
20 of 150
M. Yahezedah
CP080401 CP080402 CP080403 CP080404
08/11/00 09/01/00 09/01/00 HOLD
140510
7 28 28 HOLD
4970
Temperature: Ambient
Time of Sample:
Source of Concrete:
105 ° F
9:00 AM
TXI - 8274
Mix 95 ° F
Air Content 4.00 %
Pick-Up Charge: Yes
N/A Ticket No,:
Slump 2.00 Inches
2700897
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
Unit Weight PCF
City of Coppell - Larry Davis
Yield CF/CY
Page
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 WITHOUT THE APPROVAL OF STANTECH.