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150 <br />140 <br />130 <br />Zero Air Void Curves <br />G,=2 50G5=2 6035=2 70 <br />•e <br />0 <br />0 5 10 15 20 25 30 <br />Moisture Content - % <br />Job Name Collom Haul Road & Pipline <br />Sample Location On-site SW end of Office Site <br />Soil Description Sand and Silt <br />num Dry Density- 114 8 pcf Opt. Moisture Content: <br />d Limit. 27 % Plasticity Index 4 <br />Gravel: 2 % Sand 46 % Silt & Clay (-200) 52 <br />PROCTOR TEST <br />RESULTS <br />Sample No. 7P _ <br />13.5 % Procedure. ASTM D698 <br />Date 4/18/2017 <br />yo Job No 17-10686 Tech. JS <br />Nerd Dst aEa ride aesult nts at. <br />�JYriY9.i9D1 Fa1197018)4-]Dol <br />