Securelock-LR040311 GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel DriVer Bldg 25 Fort Worth, Texas 76118 phone: (817) 284-9363 fax.'(817) 284-9430
Client:
Project:
Houghton Capital
SecurLock Self Storage
Coppell, TX
Moisture-Density Relationship
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
TMI Report No.:
Report Date:
Material Origin:
Sample Location:
Material Description:
Material Use:
FC03-63414-010
03/11/2004 Project Information
Off Site (Borrow)
Stockpilel
Reddish Brown Clayey Sand w/Iron Ore Fragments
Select Fill
Moisture-Density Relationship - Curve No. 6887
Tested By: Debera Cox
Sample Date: 03~09~2004
Maximum Dry Density:
Optimum Moisture Percent:
Test Method(s):
Rammer Description:
Density
(pcf)
Moisture Content (%)
Material Properties and Test Information - Curve No. 6887
117.0 Liquid Limit: 30
13.0 Plastic Limit: 14
Plasticity Index: 16
Test results on this report meet project specifications.
ASTM D-698-A, ASTM D-4318-B
Mechanical Preparation Procedure: Moist
Rema~s:
Specifications;
Liquid Limit; 34 Max
Plasticity Index; 5-16
TERRA-MAR, INC.
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 express written consent of TMI.
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