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150 <br />140 <br />130 <br />U <br />120 <br />N <br />110 <br />100 <br />90 <br />80 <br />1§§ <br />P HI <br />0 <br />Zero Air Void Curves <br />G 2.50G 2.60G =2.70 <br />5 10 15 20 <br />Moisture Content - % <br />25 <br />30 <br />Job Name: Western Gravel E & P Disposal Facility <br />Sample Location: Test Pit 2 ® 0 — 2' <br />Soil Description: Claystone (CL) <br />Maximum Dry Density: 111.1 pcf <br />Opt. Moisture Content: 17.5 % <br />Liquid Limit: 32 <br />Plasticity Index: 19 <br />Gravel: 0 % <br />Sand: 16 % silt & clay ( -200): 84 % <br />PROCTOR TEST <br />RESULTS <br />Sample No. 2P <br />Procedure: ASTM D698 <br />Date: 8/10/10 <br />Job. No. 08 -8718 <br />Tech: JE <br />Geotechnical / Environmental Engineering Materials Testing <br />(970)8797888• Fax (970)879-7891 <br />2580 Copper Ridge Dave <br />Steamboat Springs, Colorado 80487 <br />