ST0004-LR010820 (2) ~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Able$ 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.: DC01-066-046
Report Date: 08/20/2001
Specifications Test Data
Percent Compaction'. +95% min Date Tested: 0~i"~5/2~)1
Moisture Content: opt -2% to +4% Technician: John Restau
Optimum Maximum Dry
Curve No. Test Method Material Description Moisture % Density pcf
8145 ASTM D-698-A Dk Brn Heavy Cl - Lime Treated 32.0 85.0
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf) (pcf) Density
Freeport Pkwy. -
1.0 Sub-Grad Repair areas #16 & #17 8145 6" 28.1' 111,8 87.3 102.7
2.0 Sub-Grad Retest, repair areas #16 & #17 8145 6" 29.7* 114.8 88.5 104.1
3.0 Sub-Grad Retest, repair area's #16 & #17 8145 6" 32.5 114.3 86,3 101.5
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Test Method(s): ASTM D-2922, ASTM D-3017
TERRA-MAR, INC.
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 repod, or any part therein, Js strictly prohibited without the express written consent of TMI.
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