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PA9601-LR 970430 (3)
( ~ 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.: 97-058-3 Service Date: 04~10-97 Project No.: 97-058 Report No.: 97-058-103 Moisture/Density Relationship of Soil Sample #3 Material Description: Brown White Limestone Optimum Dry Density: 135.6 pounds per cubic feet Optimum Moisture Content: 7.4 percent Liquid Limit: 18 Plastic Limit: 9 Plasticity Index: 9 es M. Perdue ~als Testing Manager