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I <br /> <br />Summary of L E <br />a a <br />b rt <br />or h E <br />ato n <br />ry g in <br />Cl eering Consultants, Inc. <br />assification/ Moisture-Density Relationship <br />4 <br />1 <br />5 Sample Location: Boring No. 2 - 1.0'- 4.0'Overburden <br /> <br /> <br /> <br />140 <br /> <br /> <br /> <br /> <br />135 <br /> <br /> <br /> <br /> <br />130 <br /> 109 <br />cf <br />5 <br />:. <br />. <br />p <br />Maximum Dry Density: <br />0 <br />0 <br />L <br />125 <br />L- <br />v <br />Z <br /> <br />U <br /> <br />L 120 <br />N <br /> <br />e <br />° <br />a <br />115 <br /> <br />. <br />y <br />C <br />0 <br />110 <br />I <br />I <br />I <br />- <br />_4 <br />L <br />Z <br />0 <br /> <br /> <br />105 <br /> <br /> - <br /> N 1 <br />E <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.C <br /> <br /> Description: Sandy Lean Clay - CL <br /> <br /> <br /> <br /> Atterbero Limits (ASTM D-4318) <br /> Liquid Limit: 34 <br /> <br /> Plastic Limit: 15 <br /> Index: 19 <br />Plasticit <br /> y <br /> <br /> Percent Passing No. 200 Sieve (ASTM C-117): 59.8% <br /> <br /> Standard Proctor (ASTM D-698) <br /> <br /> <br /> Optimum Moisture Content:: 14.5°k <br /> <br /> <br /> <br /> <br /> Curves for 100% Saturation <br /> For Specific Gravity Equal to: <br /> <br /> <br /> 2.80 <br /> 2 <br />70 <br /> . <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 />SEC