SS9901-LR040728Client:
Project:
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGViEW
11050 Ables Ln., Da#as, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
City of Coppell
DeForest Rd. Lift Station imp.
Force Main Line "D"
Moisture-Density Relationship
Report Distribution: (1) City of Coppell
TMI Report No.:
Report Date:
Material Origin:
Sample Location:
Material Description:
Material Use:
74792-001
07/28/2004 Project Information
StockpileOn'site (,~ ~'~ ~ SampleTested By: Matthew Moody
/y/~.~/~' {h ' Date: 07/19/2004
Gray Clay w~races of Asphalt, Shale, & Gravel
Backfill
Moisture-Denslty Relationship - Cu~e No, 780
~ r ~ l()% .< atura aon
'x
119
Density
111
103
Moisture Content (%)
Material Properties and Test Information - Curve No. 780
Maximum Dry Density: 109.0 Liquid Limit: 41
Optimum Moisture Percent: 15.5 Plastic Limit: 17
Plasticity Index: 24
Test Method(s): ASTM D-698-A, ASTM D-4318-B, ASTM D-1140
Rammer Description: MechanicaJ Preparation Procedure:
Passing No. 200:
USCS:
Moist
42.4
TERRA-MAR, INC.
,F'<~,~' Gary Dry, SET
Construction Division 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 wdtten consent of TMI.
06MLM Page ! of 1