Northpoint Dr-LR020521CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021061.0032
Service Date: April 22, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report Date: May21,2002
Project: Northpoint Drive &
Associated Utilities
Coppell, Texas
Project Number: 94021061
8901 Carpenter Fnt~y., Suite #100
Dallas, Texas 75247
(214) 630-1010
Material Information
Specified Strength: 3000 psi (~ 28 Days
Batch Time: N/A Plant: N/A
Supplier:. LMC
Truck No: N/A
Mix I.D. No.: 38
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laborator~ Test Data
Result
N/A
N/A
N/A
Ticket No: N/A
Sample Information
Sample Time: N/A Date Cast:April 22, 2002
Technician: Contractor Made
Weather Conditions: N/A
Accumulative Yards: N/A
Placement Method: N/A
Sample Locations: See placement location
Placement Location: Headwall- S side retention
Specification
Test Method
N/A ASTM C-143
N/A
ASTM C1064
ASTM C-1064
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
I 1 6.00 28.27 04/29/2002
I 2 6.00 28.27 04/29/2002
I 3 6:00 28.27 - 05/20/2002
I 4 6.00 28.27 05/20/2002
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 80,390 2,840
7 91,490 3,240
Average 3,040
28 114,860 4,060
28 118,700 4,200
Average 4,130
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples,
Technician: Contractor Made
Report Distn.'bution:
(1) Transwestem Commercial Services
(1) Glenn Thurman Inc
(1) Halff Associates
(1) City of Col3pell - Engineering
(1) City of Coppell - Bldg Insp
(1)'State Farm Insurance
(1) Moss Construction
Reviewed by:
HBC Eng~
Eugone Harbour
Pr~dml
The tnsts were performed in general accordance with apprmable ASTM, AASHTO, or DOT tnst mathods. This report is e~a=~-~ for the use of the ctte~
indicated above and shall n~ be reproduced excel~ in full without the vwitton approval of Tea"econ. Test results transmitted herein are only apl0iicatfle
to the actual sarnpies tested at ~he location(s) referenced and are not necessarily indicative of the properties of oiher apparently sim~r or identical
materials.
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