Securelock-LR040813 GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel Drive, Bldg. 25 Fort Worth, Texas 76118 phone: (817) 284-9363 fax:(817) 284-9430
Client: Prime Construction
Project: Secur-Lock Self Storage
Coppell, Texas
TMI Report No.: FC03-63414-042
Report Date: 08/13/2004
Specifications
Concrete Compression Test Report
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Copperl
(1) City of Coppell
(1) AECC inc.
Test D~ta
Strength 3500 psi @ 28 Days Placement Date
Slump 3 in min 5 in max Sampled By
Air Content 3 % min 6 % max Weather
Concrete Temperature n/a Supplier/Mix
Ambient Temperature n/a Air Content Method
07/13/2004
Patrick Parks
P. cloudy and windy
Southern Star Concrete, Inc./9339
ASTM C-231-B
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
287753 Time Batched: 11:35
4.5 in Air Content: 4.8 %
90° F Ambient Temperature: n/a
Paving North and South driveway Approaches off of Hwy. 121 Access Road
4' East of Access Rd. and 5' North Curb on Driveway Approach.
Time Sampled: 12:30
Unit Weight: n/a
Yardage (c.y.): 40
Age Max Load Area Strength
Set # Cyl~der Test Date (days) (lbs. force) (sq.in.) (psi}
1 SLC07130401 07/20/2004 7 85727 28.27 3030
1 SLC07130402 08/10/2004 28 111712 28.27 3950
1 SLC07130403 08/10/2004 28 103752 28.27 3670
1 SLC07130404 07/13/2004 28.27
28 day average 3810
Fmc~re
Ty~
Nomnal cylinder size: 6" x 12"
Field and laboratopJ tests by TMI are per applicable ASTM Standards: C31, C39, C138. C143, C172, C1064, and C617 or C1231.
TERRA-MAR, INC.
Construction Division Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this repod, or any part therein, is strictly prohibited without the express written consent of TMI.
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