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150 <br />'f <br />130 <br />U- <br />0 <br />120 <br />.N <br />0 110 <br />0 <br />100 <br />.E <br />:8 <br />Zero Air Void Curves <br />GS=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 Slightly Sandy Clay <br />'mum Dry Density 105 0 pcf Opt. Moisture Content: <br />d Limit: 37 % Plasticity Index. 22 <br />Gravel: 0 % Sand 7 % Silt & Clay {-200} 93 <br />PROCTOR TEST <br />RESULTS <br />Sample No. 4P <br />17 0 % Procedure ASTM D698 <br />Date. 4/18/2017 <br />Job No 17-10686 Tech. MA <br />artA est C *,]I* fs rasegnt�i Com, <br />nsocap+rr RedK o�.. <br />s,�»wasr„�y, rowdw sxe^ <br />