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<br /> <br /> <br />Summary of L E <br />a a <br />b rt <br />or h E <br />ato n <br />ry g <br />C ineering Consultants, Inc. <br />lassification/ Moisture-Density Relationship <br /> <br />145 <br /> <br /> <br /> <br />140 <br /> <br /> <br /> <br /> <br />135 <br /> <br /> <br /> <br /> <br />130 <br /> <br />w <br />0 <br />0 <br />125 <br />v <br />.n <br /> <br />U <br /> <br />CL 120 <br />H <br />9 <br />C <br /> <br />0 115 <br /> <br />. <br />y <br />C <br /> <br />0 110 <br /> <br />G <br /> <br /> <br />105 <br /> <br /> <br /> <br /> <br />100 <br /> <br /> IN X I I \ <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: 1082030.8 <br /> Sample Location: Stockpile -Overburden Material <br /> Description: Sandy Lean Clay - CL <br /> <br /> <br /> <br /> Atterbera Limits (ASTM D-4318) <br /> Liquid Limit: 35 <br /> <br /> Plastic Limit: 15 <br /> Index: 19 <br />Plasticit <br /> y <br /> <br /> Percent Passing No. 200 Sieve (ASTM C-117): 62.0% <br /> <br /> Standard Proctor (ASTM D-6981 <br /> 101 <br />0 pcf <br /> . <br />Maximum Dry Density: <br /> Optimum Moisture Content:: 20.5% <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 />