Northpoint Dr-LR020513CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021061.0030
Service Date: May 2, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report~a~ay 13, 2002
Projec'- I~lr~rfhnniqt Drive &
Associated ut,roes
Coppell, Texas
Project Number: 94021061
ENC~N~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 10:58am
Supplier: Potter
Truck No: 107
Mix I.D. No.: 7752
Plant: 16
Ticket No: 613578'
Sample Information
Sample Time: 11:50am Date Cast: May 2, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Canal W side
Placement Location: Canal
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result Specification Test Method
5.00 3 - 5" ASTM C-143
5.4 4 - 6% ASTM C-231
85 950 ASTM C 1064
73 ASTM C:1064
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
I I 6.00 28.27 05/09/2002 /~7 139,920 J 4,950
1 2 6.00 28.27 05/09/2002~ 137,180 / 4,850w
Average
1 3 05/30/2002 28
I 4 05/30/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Marvin Arandia
Report Distribution:
(1) Transwestem Commemial Services
(1) Glenn Thurman Inc
(1) Halff Associates
(1) City of Coppell - Engineering
(1) Cityof Coppell- Bldg Insp
(1) State Farm Insurance Reviewed by:
(1) Moss Construction
HBC En~
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 full without the wdtten approval of Tenacon. Test resuIts bansmitted 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 sireilar or identical
materials.
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