ST0004-LR011002 (3)~ GEOTECHNICAL, 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: The City of Coppell Report Distribution: (1) The City of Coppell
Project: Freeport Parkway Pavement
Repair
TMI Report No.: DC01-066-056
Report Date: 10/02/2001
Specifications Test Data
Percent Compaction: +95% min Date Tested: 09/27/2001
Moisture Content: opt -2% to +4% Technician: Mohammed A. Kashem
Optimum Maximum Dry
Curve No. Test Method Material Description Moisture % Density pcf
7968 ASTM D-698-B Meridian 5/8" Crushed Granite Base (4 1/2% Cement Added) 8.5 129.5
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf) (pcf) Density
Freeport Parkway -
1.0 Grade Hole #23 at South bound lane 7968 6" 7.4 133.3 124.1 95.8
2.0 Grade Hole #20 at South bound lane 7968 6" 6.6 140,5 131.8 101.8
Test results on this report meet project specification.
Test Method(s): ASTM D-2922, ASTM D-3017
Gauge: T roxler G a~Jge SN: 5429TE,RA.MAR,Std. Density Count:,NC.2484.~~~
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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