DR0001-LR030609TERRA-NM GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORTWORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Dallas, Texas 75229 phone: f972) 488 -8800 fax: (972) 488 -8080
-- In -Place Soil Moisture /Density Tests by Nuclear Method
Client: City of Coppell Report Distribution: (1) City of Coppell
Project: MacArthur Samuel
Drainage Project
TMI Report No.: 45429 -022
Report Date: 06/09/2003
peci ica tons Test Data
Percent Compaction: +95% min Date Tested: 06/04/2003
Moisture Content: opt -2% to +4% Technician: John Restau
Curve No. Test Method Material Description Moisture % Density I
9734 ASTM D -698 -A Brownish Gray Sandy Clay w/ Concrete Fragments 13.5 112.0
In•Placei,Test Results ��� -�e,`a n a x f
Test Elevation Ref.
No or Lift Location Curve
NlacArthur, South bound lane
21.0 Final outside lane, approximately 20' North of 9734
intersection of MacArthur & Cribbs
Probe Percent Wet Density Dry Density Percent
Depth Moisture (pcf) (pcf) Density
6' 12.3 122.1 108.7 97.1
Test results on this report meet project specification.
Test Method(s): ASTM D -2922, ASTM D -3017
Gauge: Troxler Gauge SN: 33109 Std. Density Count: 2666 Std. Moisture Count: 697
TERRA -MAR, INC. Mike 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 written consent of TMI.
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