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150 <br />140 <br />130 <br />U. <br />a 120 <br />,r <br />0 110 <br />0 <br />100 <br />.E <br />w <br />Zero Air Void Curves <br />Gy=2 50G,=2 6035=2.70 <br />0 5 10 15 20 25 30 <br />Moisture Content - % <br />Job Name Collom Haul Road & Pipline <br />Sample Location- On -Site Temporary Facilities Pond <br />Soil Description: Sandy Clay <br />'mum Dry Density 111 0 pcf Opt. Moisture Content <br />A Limit 27 % Plasticity Index 14 <br />Gravel: 0 % Sand. 15 % Silt & Clay (-200) 85 <br />PROCTOR TEST <br />RESULTS <br />Sample No. 2P <br />15 0 % Procedure ASTM D698 <br />Date 4/14/2017 <br />% Job No 17-10686 Tech RE <br />Nert • t alar ow a au INC <br />�Vlq) <br />:5eo fu19N11fN-TNI <br />wc Cww ," a,.< <br />SaamE.� Sp�^6� Co d� Rf118� <br />