SS9901-LR040908 GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
1050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
In-Place Soil Moisture/Density Tests by Nuclear Method
Client:
Project:
City of Coppell
DeForest Rd. Lift Station Imp.
Force Main Line "D"
Report Distribution: (1) City of Coppell
TMI Report No.: 74792-005
Report Date: 09/08/2004
Specifications
Moisture Content: opt -3% to +3%
Test Data
Percent Compaction: +95% rain +100% max
Date Tested: 08/26~2004
Technician: Adam Cervantes
Curve No. Test Method
Material Description
Optimum Maximum Dry
Moisture % Density pcf
780 ASTM D-698-A
Gray Clay w/Traces of Asphalt, Shale, & Gravel
in'Place test ~es~
15.5 109.0
Test Elevation
No or Lift
Ref. Probe
Location Curve Depth
Force Main Linc D
7.0 1st lift Deforest Road at Station 15+50
8.0 2nd lift Deforest Road at Station 15+50
9.0 3rd lift Deforest Road at Station 15+50
10.0 4th lift Deforest Road at Station 15+50
Test results on this report meet project specification.
Test Method(s): ASTM D-2922, ASTM D~3017
780 8"
780 6"
780 6"
780 6"
Percent Wet Density Dry Density Percent
Moisture (pcf) (pcf) Density
16.1 123.9 106,7 97.9
17.5 122.6 104,3 95.7
15.8 122.5 105.8 97.1
16.3 121.0 104.0 95.4
Gauge: Troxler
Gauge SN: 5429
Std. Density Count: 2316
TERRA-MAR, INC.
Std. Moisture Count: 733
[ - / ~like Fuller
Project 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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