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150 <br />130 <br />U_ <br />U 120 <br />a <br />.N <br />0 110 <br />0 <br />100 <br />M <br />Zero Air Void Curves <br />GS 2.50G5=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 Clayey Gravelly Sand <br />'mum Dry Density, 122 1 pcf Opt. Moisture Content <br />A Limit 28 % Plasticity Index 13 <br />Gravel: 26 % Sand 50 % Silt & Clay (-200) 24 <br />PROCTOR TEST <br />RESULTS <br />Sample No.: 5P <br />11 8 % Procedure ASTM D698 <br />Date: 4/17/2017 <br />% Job No. 17-10686 Tech MA <br />�" dF I <br />Norti uc elan <br />X970) M7W Fac /9'PoI M7991 <br />