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150 <br />.m <br />130 <br />LL <br />a 120 <br />0 110 <br />Zero Air Void Curves <br />G,=2 50G5=2 6GG5=2 70 <br />LIi <br />.e <br />:I <br />0 5 10 15 20 25 30 <br />Moisture Content - % <br />Job Name: Collom Haul Road & Pipline PROCTOR TEST <br />Sample Location On-site Wilson Storage Pond RESULTS <br />Soil Description Very Clayey Sand Sample No.- 8P <br />Maximum Dry Density. 117.5 pcf Opt. Moisture Content 12 5 % Procedure ASTM D698 <br />id Limit. 22 % Plasticity Index 11 Date 5/11/2017 <br />_.ave1: 1 % Sand 59 % Silt & Clay (-200) 40 % I Job No 17-10686 Tech. MN <br />I. ���i�r <br />Nort ut olvndv once anu.Inc <br />�a1G) SN -1888 ts� �970r HRi�1 <br />'Jb7 (opc Wye Iknc <br /><trmh.rm ip�ies C.ixd., HR1ii <br />