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150 <br />iEIIIO, <br />130 <br />U. <br />a 120 <br />N <br />C <br />0 110 <br />Effleff <br />full <br />We <br />Zero Air Void Curves <br />G,=2 50G,=2 603,=2.70 <br />0 5 10 15 20 25 30 <br />Moisture Content - % <br />Job Name: Collom Haul Road & Pipline <br />Sample Location Import - Lyster Pit <br />Soil Description CDOT Class 6 Aggregate Base Course <br />num Dry Density* 141 7 pcf Opt. Moisture Content. <br />d Limit NV % Plasticity Index: NP <br />Gravel: 42 % Sand 48 % Silt & Clay (-200) 10 <br />PROCTOR TEST <br />RESULTS <br />Sample No.: 6P <br />5 0 % Procedure. ASTM D1557 <br />Date 4/19/2017 <br />% Job No 17-10686Tech. MN <br />i•roi asap• r•. �+m� t»nvi <br />tt. Dro <br />StemboM Sf^'+8� C04s•A) f1K� <br />