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SS9402A-LR 951211
Client: ALPHA TESTING, INC. 2209 Wisconsin St. Suite 100 Dallas, Texas 75229 (214) 620-8911 River Valley Enterprises Grapevine Three Project Name: Our Report No.: Soil Classification: 95767-2 TAN SANDY CLAY (CL) Date: 12/11/95 1 Soil I.D. Number: Maximum Dry Unit Weight:. Optimum Moisture Content: Liquid Limit 26 ASTH D-698 Test Method: 116.0 pcf 11.5 % % Plasticity Index 10 SAMPLE LOCATION: Sanitary sewer, Sta. 0+50 (-4'). REPORT )F MOISTURE DENSITY RELATIONSHIP OF SOIL ZERO AIR VOIDS CURVES FOR SPECIFIC GRAVITIES OF 2.80 2.70 2.60 10 15 20 25 MOISTURE CONTENT - % 3O 35