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Material <br />Natural <br />Moisture <br />( %) <br />Natural <br />Dry <br />Density <br />(PCF) <br />Optimum <br />Moisture <br />( %) <br />Maximum <br />Dry <br />Density <br />(PCF) <br />Atterberg Limits <br />Slake <br />Durability <br />( %) <br />Peak <br />Cohesion <br />(PSF) <br />Residual <br />Cohesion <br />(PSF) <br />Peak <br />Angle of <br />Friction <br />Residual <br />Angle of <br />Friction <br />Soil Type <br />Liquid <br />Limit <br />( %) <br />Plasticity <br />Index <br />( %) <br />#2 Bin Pad <br />51 <br />87 <br />9.0 <br />121 <br />24 <br />6 <br />99 <br />700 <br />36 <br />Gravel, Silty to Clayey (GM —GC) <br />#3Road <br />3, 7 <br />108 <br />55 <br />131 <br />NL <br />NP <br />99 <br />720 <br />550 <br />48 <br />44 <br />Gravel, Sandy, Silty (GP) <br />(Relative) <br />#4 Road <br />3. 4 <br />90 <br />a1 <br />110 <br />24 <br />7 <br />97 <br />290 <br />0 <br />51 <br />51 <br />Gravel, Silty to Clayey (GM —GC) <br />#5 Road <br />14.2 <br />108 <br />5 0 <br />130 <br />25 <br />10 <br />97 <br />1000 <br />730 <br />40 <br />34 <br />Gravel, Clayey, Sandy (GC) <br />TABLE I <br />SUMMARY OF LABORATORY TEST RESULTS <br />JOB NO. 21,006 <br />PAGE 1 OF 1 <br />