Securelock-LR040316· FF. RR~IIi~II~ 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
Soil Moisture/Density Tests by Nuclear Method
Client: ,~_~or~C_a~_.l. I Report Distribution: (1)Houghton Capital
(1) Prime Construction Company
Project~re~,COx~e~l~i ~~,~ (1) City of Coppell
(1) City of Coppell
TM I Re p~o ~3414-009
Report Date: 03/16/2004
Specifications Test Data
Percent Compaction: +95% min Date Tested: 03/09/2004
Moisture Content: opt +0% or above Technician: Jody Holt
Material Reference Curve Data
Optimum Maximum Dry
Curve No. Test Method Materia~ Description Moisture % Density pcf
6743 ASTM D-698-A Dark Gray Clay
24.0 96.0
In-Place Test Results
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf) (pcf) Density
Building Pad Subgrade
36.0 1st Lift Building K, North End 6743
37.0 1st Lift Building K, South End 6743
38.0 1st Lift Building J, North End 6743
39.0 1st Lift Building J, South End 6743
40.0 1st Lift Office Apartment Pad Center 6743
Test results on this report meet project specification.
Test Method(s): ASTM D-2922, ASTM D-3017
6" 25~1 116.7 93.3 ~' 97.2
6" 26.0 118.7 94.2 J 98.1
6" 25.5 116.2 92.6 I ~i~96.5
6" 25.9 118,3 94.0 97.9
6" 26.3 119.4 94.5 ~k 98.4
Gauge: Troxler GaugeSN: 33587 Std. Density Count: 27~4 /~. {/ n/~
/
TERRA-MAR, INC] / ' - R. Gad'Lee, 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 report, or any part therein, is strictly prohibited without the express wdtten consent of TMI.
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