Securelock-LR040402 GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel Drive, Bldg. 25 Fort 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.: FC03-63414-018
Report Date: 04/02/2004
Specifications
Percent Compaction: +95% min
Moisture Content: opt -2% to +3%
Test Data
Date Tested: 03/22/2004
Technician: Jody Holt
Materiel Reference Curve Data
Optimum Maximum Dry
Curve No. Test Method Material Description Moisture % Density pcf
6737 ASTM D-698-A Reddish Brown Crayey Silty Sand 12.5 117.5
6903 ASTM D-698-A Brown Clayey Sand w/Trace Iron Ore 12.5 118.5
I In-Place Test Results I
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
NO or Lift Location Curve Depth Moisture (pcf) (pcf) Density
Select Fill for Building Pad
100.0 4th Lift Building 'G' - North End of Pad 6903 6" 12.3 130.9 116.6
101,0 4th Lift Building 'G' - Center of Pad 6903 6" 12.8 132.7 117.6
102.0 4th Lift Building 'G' - South End of Pad 6903 6" 13.5 131.5 115.9
103.0 4th Lift Building 'F' - North End of Pad 6737 6" 13.2 127.9 113.0
104,0 4th Lift Building 'F' - Center of Pad 6737 6" 13.0 127.2 112.6
105.0 4th Lift Building 'F' - South End of Pad 6737 6" 11.9 131.3 117.3
106.0 2nd Lift Building 'E' - North End Pad 6737 6" 13.2 130.9 115.6
107.0 2nd Lift Building 'E' - Center of Pad 6737 6" 13.4 128.6 113.4
108.0 2nd Lift Building 'E' - South End of Pad 6737 6" 12.7 126.2 112.0
109.0 2nd Lift Building 'D' - North End of Pad 6903 6" 12.9 134.7 119.3
110.0 2nd Lift Building 'D' - Center of Pad 6903 6" 12.1 132.5 118.2
111.0 2nd Lift Building 'D' - South End of Pad 6903 6" 13.4 132.8 117.1
Test results on this report meet project specification.
Test Method(s): ASTM D-2922, ASTM D-3017
98.4
99.2
97.8
96.2
95.8
99.8
98.4
96.5
95.3
100.7
99.7
98.8
Gauge: Troxler
Gauge SN: 33587
Std. Density Count: 2012
TERRA-MAR, INC.
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 report, or any part therein, is strictly prohibited without the express written consent of TMI.
07 Page I ofl