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I <br /> <br /> <br />Summary of L E <br />a a <br />b rt <br />or h E <br />ato n <br />ry g i <br />Cl neering Consultants, Inc. <br />assification/ Moisture-Density Relationship <br /> <br />145 <br /> <br /> <br />1 <br />40 <br /> <br /> <br /> <br />135 <br /> <br /> <br /> <br /> <br /> <br />130 <br /> <br />w <br />° N I NJ 1\ 15.0% <br />o <br />LL <br />125 <br />v <br />a <br /> <br />V <br /> <br />CL 120 <br />N <br /> <br />c <br />1 <br />15 <br />0 <br /> <br />.y <br />C <br />0 <br />110 <br /> <br />0 <br /> <br /> <br />105 <br /> <br /> <br /> <br /> <br />100 <br /> <br /> <br /> <br /> <br />95 <br /> <br /> <br /> <br /> <br />90 <br />0 <br />5 <br />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 <br />.D <br /> Sample Location: Boring No. 9 - 1.0' - 9.0' (Bedrock) <br /> Description: Claystone/Siltstone Bedrock (Classified as LEAN <br /> CLAY <br /> ) <br /> <br /> Atterberg Limits (ASTM D-4318) <br /> Liquid Limit: 37 <br /> <br /> Plastic Limit: 15 <br /> Index: 22 <br />Plasticit <br /> y <br /> <br /> Percent Passing No. 200 Sieve (ASTM C-117): 98.2% <br /> <br /> Standard Proctor (ASTM D-698) <br /> 114 <br />0 <br />f <br /> . <br />pc <br />Maximum Dry Density: <br /> Optimum <br />Moisture Content:: <br /> <br /> <br /> <br /> <br /> Curves for 100% Saturation <br /> For S <br />ecific Gravit <br />E <br />ual to: <br /> p <br />y <br />q <br /> <br /> 2.80 <br /> 2 <br />70 <br /> . <br /> 2.60 <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 />EEC'