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We <br />M/ <br />130 <br />Zero Air Void Curves <br />Gs=2.50Gs=2.601;;=2 70 <br />100 <br />0 5 10 15 20 25 30 <br />Moisture Content - % <br />Job Name Collom Haul Road & Pipline <br />Sample Location On -Site @ Sta 8+00 <br />Soil Description_ Very Sandy Clay <br />'mum Dry Density 109 1 pcf Opt. Moisture Content - <br />d Limit 28 % Plasticity Index" 16 <br />Gravel: 2 % Sand 36 % Silt & Clay (-200) 62 <br />PROCTOR TEST <br />RESULTS <br />Sample No. 3P <br />136 % Procedure ASTM D698 <br />Date 4/14/2017 <br />% Job No. 17-10686 Tech. MN <br />Norti tc C *I* r o JoAly Its an lac. <br />.....r-tvt,�._..t...-.. r...,... o <br />Wil) £.7"78M Fm t'77CI SA-TFI <br />