Securelock-LR040706TERRA-MAR - U.S. LABS
Consulting Engineers
Geotechnical Environmental Construction Materials Testing
DALLAS FORT WORTH HOUSTON
2400 Gravel Dru Fort Worth. Texas 76118 Phone 817/284-9363
LIME TREATED SOIL THICKNESS DETERMINATIONS
Client: Prime Construction Distribution:
Project: SecurLock Self Storage ~
Test Date:
Report #:
July 6, 2004
FC03-63414-039
Houghton Capital
Prime Construction Company
City of Coppell
City of Coppell
AECC Inc.
1 Fire Lane; 20' S°uth °f N°rth Entrance ~'/8'00" / ~6'0"!
2 Fire Lane; 100' South of North Entrance / 7.25" 6.0"
3 Fire Lane, 150' South of North Entrance 7.50" 6.0"
,,,1 - L v
Test results comply with project specifications unless othe~vise indicated. Field & lab tests by TMI are per applicable ASTM
Standards. 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 report, or any part therein, is strictly prohibited without the expressed
written consent of TMI.
Ryan Barton
Reviewed By:
Technician:
/K~vin T. Wells
Construction Division Manager