PA9601-LR 970430 (5)OILTECH ENGINEERING AND TESTING INC.
7415 White Hall, Suite #109
Fort Worth, Texas 76118
Fax 817-595-0708
817-595-0064
April 30, 1997
Pavement Construction and Maintenance
3324 Roy Orr Blvd., #200
Grand Prairie, Texas 757050
Project: Copperstone Trail
Proctor No.: 97-058-1
Service Date: 04-10-97
Project No.: 97-058
Report No.: 97-058-101
Moisture/Density Relationship of Soil
Sample #1
Material Description: Brown Sandy Clay w/gravel
Optimum Dry Density: 123.8 pounds per cubic feet
Optimum Moisture Content: 10.7 percent
Liquid Limit: 37
Plastic' Limit: 15
Plasticity Index: 22
SOl ,T~H EN~//EER~A~STING, INC.
es M. Perdue
~ng Manager