Securelock-LR040715Client:
ProJect:
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel Ddve, Bldg. 25 Fort Worth, Texas 76118 phone: (817) 284-9363 fax:(817) 284-9430
In-Place Soil Moisture/Density Tests by Nuclear Method
Prime Construction
SecurLock Self Storage
Coppell, TX
TMI Report No.: FC03-63414-038
Report Date: 07/15/2004
Specifications
Percent Compaction: +95% rain
Moisture Content: opt -2% to +4%
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppall
(1) City of Coppel[
(1) AECC Inc.
Test Data
Date Tested: 07/06/2004
Technician: Ryan Barton
Optimum Maximum Dry
Curve No. Test Method Mateda{ Description Moisture % Density pcf
7049 ASTM D-698-A Lime Treated Gray Sandy Clay 26.0 88.5
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf) (pcf) ~
Fire Lane 6"
17o.o Final 20' South of North Entrance 7049 29.1 117.0 90.6
171.0 Final 100' South of North Entrance 7049 6" 29.9 119.1 91.7
172.0 Final 150' Sout of North Entrance 7049 6" 28.6 118.6 92.2
Test results on this report meet project specification.
Test Method(s): ASTM D-2922, ASTM D-3017
Gauge: Humboldt
Gauge SN: 965
Std. Density Count: 2930
Std. Moisture Count: 523
TERRA-MAR, INC. Kevin T. Wells
Construction DMeion Manager
The results presonted in this report pa~ain only to the spacific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, o~ any pad therein, is strictly pmhibitod without the express written consent of TMI.
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