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150 <br />140 <br />130 <br />L <br />0 <br />120 <br />(7 <br />C <br />110 <br />100 <br />90 <br />80 <br />Zero Air Void Curves <br />G 2.50G= 2.60G =2 70 <br />0 <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 1 ® 1 — 3' <br />Soil Description: Slightly Sandy Clay (CL) <br />Maximum Dry Density: 105.4 pcf <br />Opt. Moisture Content: 17.1 % <br />Liquid Limit: 34 <br />Plasticity Index: 16 <br />Gravel: 0 % <br />Sand: 7 % Silt de Clay ( -200): 93 % <br />PROCTOR TEST <br />RESULTS <br />Sample No. 1P <br />Procedure: ASTM D698 <br />Date: 8/9/10 <br />Job. No. 10 -8718 !Tech: JJ <br />Geot C S I 1 / E 4 e l I E gl e I g Mated 1, T 11 g <br />(970)879 -7888• Fax (970)879 -7891 <br />2580 Copper Ridge One <br />Steamboat Spnngs, Colorado 80487 <br />