Northpoint Dr-LR020327CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021061.0014
Service Date: March 26, 2002
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
89Ol Carpenter Frwy., Suite #100
Dallas, Texas 75247
14) 630-1010
Rep_~i~l~,..e: '"M~mh_2~, 2_002 ~
Project.Number: 94021061
Material Information
Specified Strength:
Batch Time: N/A
Supplier: N/A
Truck No: N/A
Mix I.D. No.: N/A
Plant: N/A
Ticket No: N/A
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Sample Information
Sample Time: N/A Date Cast: March 11, 2002
Technician: Contractor Made
Weather Conditions: N/A
Placement Method:
Sample Locations: MH Sta. 5+00 Line C
Placement Location: Sanitary Sewer
Field Test Data
Test Result Specification Test Method
N/A N/A ASTM C-143
N/A
N/A ASTM C1064
N/A ASTM C-1064
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
1 1 6.00 28.27 03/27/2002 16 126,760 4,480
1 2 6.00 28.27 03/27/2002 16 126,310 4,470
Average 4,480
1 3 04108/2002 28
1 4 04/08/2002 28
Services - Pick up test cylinders cast by others and return them to the laboratory for curing and testing.
Technician: Brad Rengstorff
Report Distribution:
(1) Transwestern Commercial Services
(1) Glenn Thurman ~nc
(1) Halff Associates
(1) City of Coppell - Engineering
HBC Engining
(1) City of Coppell - Bldg Insp
(1) State Farm Insurance Reviewed by:
(1) Moss Construction Eugene Harbour
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in furl without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the Iocabon(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021061.0013
Service Date: March 26, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report Date: March 28, 2002
Project: Northpoint Drive &
Associated Utilities
Coppel[, Texas
Project. Number; 94021061
8901 Carpenter Frwy., Suite #100
Dal[as, Texas 75247
(214) 630-1010
Material Information
Specified Strength:
Batch Time: N/A
Supplier: N/A
Truck No: N/A
Mix I.D. No.: N/A
Plant: N/A
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: N/A
Sample Information
Sample Time: N/A Date Cast: March 8, 2002
Technician: Contractor Made
Weather Conditions: N/A
Accumulative Yards: N/A
Placement Method: N/A
Sample Locations: MH Sta. 0+00, Line C
Placement Location: Sanitary Sewer
Result Specification Test Method
N/A N/A ASTM C-143
N/A N/A
N/A ASTM C1064
N/A ASTM C-1064
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. iD (inches) (sq. inches) Tested (days) (tbs) (psi)
1 I 6.00 28.27 03/27/2002 19 125,710 4,450
1 2 6.00 28.27 03/27/2002 19 126,160 4,460
Average 4,460
1 3 04/05/2002 28
1 4 04/05/2002 28
Services - Pick up test cylinders cast by others and return them to the laboratory for curing and testing.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
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