Securelock-LR040427 GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel Drive, Bldg 25 FOR Worth, Texas 76118 phone: (817) 284 9363 fax:(817) 284-9430
In-Place Soil Moisture/Density Tests by Nuclear Method
Client:
Project:
Prime Construction
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.: FC03-63414-023
Report Date: 04/27/2004
Speciticabons
Percent Compaction: +95% rain
Moisture Content: opt -2% to +3%
Test Data
Date Tested: 04/16/2004
Technician: Juan Gonzalez
Material Reference Curve Data
Optimum Maximum Dry
Moisture % Density pcf
Curve No. Test Method
Material Description
6737 ASTM D-698-A Reddish Brown Clayey Silty Sand 12.5 117.5
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 Pad for Bldg. "A"
155.0 Final 30' SW of NE Corner 6737 6" 12.4 134.4 119.6 / 101.8
156.0 Final Center of Pad 6737 6" 124 137.6 122.4 ~. 104.2
157.0 Final 40' SE of NW Corner 6737 6" 11.9 133.6 119.4 '~1.6
Test results on this report meet project specification.
Test Method(s): ASTM D-2922, ASTM D-30 t 7
Gauge; Troxler
GaugeSN: 10746
Std. Density Count: 2358
TERRA-MAR, INC.
Std. M~ 505
~astle, S.E.T.
Materials Testing 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 repo~, or any part therein, is strictly prohibited without the express written consent of TMI.
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