DR0001-LR030726TERRA- GEOTECNNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Dallas, Texas 75229 phone: ( 972) 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 -026
Report Date: 07/26/2003
Specifications Test Data
Percent Compaction: +95% min Date Tested: 07/22/2003
Moisture Content: opt -2% to +4% Technician: Mohammed A. Kashem
Curve No. Test Method Material Description
9680 ASTM D -698 -A Reddish Brown Sandy Clay wl Traces Gravel
sture % Density 1
18.0 104.0
Test
Elevation
Ref.
No
or Lift
Location
Curve
22.0
Grade
Alley between Phillips Dr. & Gribbs Dr. at
9680
13' West from MacArthur Blvd.
Probe Percent Wet Density Dry Density Percent
Depth Moisture (pcf) (pcf) Density
6" 18.5 121.9 102.9 98.9
Test results on this report meet project specification.
Test Method(s): ASTM D -2922, ASTM D -3017
Gauge: Troxler Gauge SN: 10903 Std. Density Count: 2043 Std. Moisture Count: 580 Z—ZZ—
TERRA -MAR, INC. ike 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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