PA9601-LR 970430 (4)~_ OILTECH ENGINEERING AND TESTING INC.
7415 White Hall. Suite #109
Fax 817-595-0708
April 30, 1997
Pavement Construction and Maintenance
3324 Roy Orr BIvd., #200
Grand Prairie, Texas 757050
Project: Copperstone Trail
Proctor No.: 97-058-2
Service Date: 04-10-97
Project No.: 97-058
Report No.: 97-058-102
Moisture/Density Relationship of Soil
Sample #2
Material Description: Brown and Dark Brown Clay-Ch with Sand
Optimum Dry Density: 110.5 pounds per cubic feet
Optimum Moisture Content: 15.4 percent
Liquid Limit: 35
Plastic Limit: 14
Plasticity Index: 21
erdue
~ng Manager