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DR9101-LR 910719
Hooper En ineering Laborato c. . 2870 Walnut Hill Lane Dallas , Texas 7522g (214) $51.6~9~ ' Client: M-S Utilities Date: 19 July 1991 Project: Oak Trail Storm Sewer Line, Coppell, TX Job No: 8oil Deacription: Maximum Denaity : Optimum Moiature: On-Site Fill Tan Sand & Gravel 115.0 pcf 10.0% Liquid Limit : Plasticity Index : Non-Plastic Dietribution: (2) M-S Utilities, Route 5, Box 91, Rockwall, TX 75087 (1) City of Coppell, Larry Davis MOISTURE- DENSITY RELATIONSHIP ASTM D698 130 120 110 100 9O 5 15 25 Moisture Content percent