Securelock-LR040318 GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel Dnve, Bldg 25 Fort Worth, Texas 76118 phone. (817) 284 9363 fax:(817) 284 9430
In-Place Soil Moisture/Density Tests by Nuclear Method
Client: Houghton Capital
Project:~SecurLock Self Storage
~Coppell, TX
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
TMI Report No.: FC03-63414-013
Report Date: 03/18/2004
Specifications
Percent Compaction: +95% rain
Moisture Content: opt -2% to +3%
Test Data J
Date Tested: 03/11/2004
Technician: Rick Campbell
Material Reference Curve Data
Optimum Maximum Dry
Curve No. Test Method Material Description Moisture % Density pcf
6894 ASTM D-698-A Tan & Dark Brown Sandy Silty Calcareous w/Sandstone and Gravel 12.5 117.5
6887 ASTM D-698-A Reddish Brown Clayey Sand w/Iron Ore Fragments 13.0 117.0
In-Place Test Results
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf) (pcf) Density
Select Fill - Bldg. Pads J & K
45.0 Final 100' S, 10' E. of NW Corner 6887 6" 150 131.0 113.9
46.0 Final 30' S, 15' E. of NW Corner 6887 6" 13.4 126.4 111.5
47.0 Final 30' N, 15' E. of SW Corner 6887 6" 15.2 128.1 111.2
Test results on this report meet project specification
Test Method(s): ASTM D-2922, ASTM D-3017
Gauge: Humboldt
Gauge SN: 2074
Materials Testin
Std. Density Count: 3847
TERRA-MAR, INC. /
The results presented in this report pertain only to the specific items tested. This report was produced for the
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
O7
~ E.'~.
Manager
exclusive use of the client. Any reproduction of
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