ST0004-LR010711 (2) l~*Jl~'~'~l~ GEOTEC~NICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS DALI_, FORT WORTH HOUSTON AUSTIN LONd~'-W
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax.'(9?2) 488-8080
---- '- - Moisture-Densitv
Relationship
Client: The City of Coppell ~ Report Distribution: (1) The City of Coppell
Project:
TMI Report No.: DC01-066-007
Report Date: 07/11/2001
Project Information
Material Origin: Onsite Tested By: Walter Phillips
Sample Location: .......... Sample Date: 06/21/2001
Material Description: ~'
Material Use: Paving Subgrade
Moisture-Density Relationship - Curve No. 8091
891 I I I I \ I I 1 (~o% S4atura~ion
28 30 32 34 36 .t8 40
Moisture Content (%)
Material Properties and Test Information - Curve No. 8091
Ma×imum Dry Density: 85.$ Liquid Limit: 49
Optimum Moisture Percent: 32.$ Plastic Limit: 43
Plasticity Index: ~
Test Method(s): ASTM D-698-A
Rammer Description: Mechanical Preparation Procedure: Moistj
'rE,PA-MARl, ,NC. ~ ~'c~J!v~rVi?~Ppreottsii~enPt. E. /
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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