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Earth Engineering Consultants, LLC <br /> ' Summary of Laboratory Classification/ Moisture-Density Relationship <br /> 145 Material Designation SSF-1-C <br /> ' Sample Location SSF Stockpile <br /> Description Silty Clayey Gravel <br /> 140 <br /> Atterberq Limits(ASTM D-4318) <br /> ' Liquid Limit 25 <br /> 135 Plastic Limit: 21 <br /> Plasticity Index. 4 <br /> Percent Passing No.200 Sieve(ASTM C-117) 14.9 <br /> 130 Modified Proctor(D1557) <br /> Maximum Dry Density: 125.5 pcf <br /> °o Optimum Moisture Content: 9.5% <br /> a 125 <br /> a <br /> Ci Curves for 100%Saturation <br /> a 120 For Specific Gravity Equal to <br /> s <br /> � 280 <br /> a° 115 270 <br /> 260 <br /> N <br /> 0 110 <br /> 0 <br /> 105 <br /> 100 <br /> 95 <br /> 90 <br /> ' 0 5 10 15 20 25 30 35 <br /> Percent Moisture <br /> 1 <br /> Project CC&V Concentrator <br /> Location Victor,Colorado <br /> ' Project No. 2174030 <br /> Date. July 2017 <br />