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<br />i <br /> <br />Summary of L E <br />a a <br />b rt <br />or h E <br />ato n <br />ry g <br />C in <br />l eering Consultants, Inc. <br />assification/ Moisture-Density Relationship <br /> <br />145 <br /> <br /> <br /> <br />140 <br />$ <br /> <br /> <br /> ? A A <br /> <br />135 <br /> <br /> <br /> <br /> <br />130 <br /> <br /> <br />0 <br />LL <br />125 <br />a <br />0 <br />V <br /> <br />CL 120 <br />I <br />N <br />1 <br />A <br />N <br />'O <br />C <br />7 <br />0 <br />115 <br /> <br />. <br />y <br /> <br />c 110 <br /> <br />0 <br /> <br /> <br />105 <br /> <br /> <br /> <br /> <br />100 <br /> <br /> <br /> <br /> <br />95 <br /> <br /> <br /> <br />90 <br />0 5 10 15 20 25 30 35 <br />Percent Moisture <br />Project: Turnpike Reservoir <br />Erie, Colorado <br />Project No: 1082030 <br />Date Apr-08 <br /> Material Designation: 1082030.A <br /> Sample Location: Stockpile-Overburden Material <br /> Description: Lean Clay with Sand - CL <br /> <br /> <br /> <br /> Atterberg Limits (ASTM D-4318) <br /> Liquid Limit: 32 <br /> <br /> Plastic Limit: 16 <br /> Index: 17 <br />Plasticit <br /> y <br /> <br /> Percent Passing No. 200 Sieve (ASTM C-117): 79.4% <br /> <br /> Standard Proctor (ASTM D-698) <br /> 0 pcf <br />107 <br />i <br /> . <br />Maximum Dry Dens <br />ty: <br /> Optimum Moisture content: 16.5% <br /> <br /> <br /> <br /> <br /> Curves for 100% Saturation <br /> For Specific Gravity Equal to: <br /> <br /> <br /> 2.80 <br /> 2.70 <br /> 2 <br />60 <br /> . <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />E E