ST9801-LR000608hillemil b.
9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/6314372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
49 Job No.: 1520COP03
Box Culvert Walls from Sta. 4+71.78 to 3+83
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: CP060801
Test Date: 06/15/00
Maximum Load, LBS: 123900
Age When Tested, Days: 7
Compressive Strength, PSh 4380
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
06/08~00
4000 psi @ 28 days
10 of 30
B. Eberts
CP060802 CP060803 CP060804
07/06/00 07/06/00 HOLD
28 28 HOLD
Temperature: Ambient 85 o F Mix 80 o F Air Content N/A % Slump 5.00
Inches
Time of Sample: 04:30 PM Pick-Up Charge: Yes
Source of Concrete: Pioneer N/A Ticket No.: 610790
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water: Yield CF/CY
Cement:
Fly Ash:
Admixture(s):
Distribution:
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 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
49 Job No.: 1520COP03
Box Culvert Walls from Sta. 4+71.78 to 3+83
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: CP060801
Test Date: 06/15/00
Maximum Load, LBS: 123900
Age When Tested, Days: 7
Compresslye Strength, PSI: 4380
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP060802 CP060803
07/06/00 07/06/00
145710 145680
28 28
5150 5150
5150
06/08/00
4000 psi @ 28 days
10 of 30
B. Eberts
CP060804
DISCARD
DISCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
85 ° F Mix
04:30 PM
Pioneer
80 o F Air Content N/A % Slump 5.00 Inches
Pick-Up Charge: Yes
N/A Ticket No.: 610790
PCF
Unit Weight
City of Coppell - Larry Davis
Yield ... _.~.~.
,r..,..- ................~.. ,
.
~;~. 74644 ~
,.......
Test Me~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.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
49 Job No.: 1520COP03
Box Culvert Walls from Sta. 4+71.78 to 3+83
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: CP060801
Test Date: 06/15/00
Maximum Load, LBS: 123900
Age When Tested, Days: 7
Compressive Strength, PSI: 4380
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
06/08/00
4000 psi @ 28 days
10 of 30
B. Eberts
CP060802 CP060803 CP060804
07/06/00 07/06/00 HOLD
28 28 HOLD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
85 o F Mix
04:30 PM
Pioneer
80 o F Air Content N/A % Slump 5.00 Inches
Pick-Up Charge: Yes
N/A Ticket No.:
PCF
Unit Weight
610790
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.
Ellaerial
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
49 Job No.: 1520COP03
Box Culvert Walls from Sta. 4+71.78 to 3+83
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: CP060801
Test Date: 06/15/00
Maximum Load, LBS: 123900
Age When Tested, Days: 7
Compressive Strength, PSI: 4380
Ave rag e Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP060802 CP060803
07/06/00 07/06/00
145710 145680
28 28
5150 5150
5150
06/08/00
4000 psi @ 28 days
10 of 30
B. Eberts
CP060804
DISCARD
DISCARD
Temperature: Ambient 85 o F Mix 80 o F Air Content N/A % Slump
5.00
Inches
Time of Sample: 04:30 PM Pick-Up Charge: Yes
Source of Concrete: Pioneer N/A Ticket No.: 610790
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Yield
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,