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HOLE <br />DEPTH <br />(FEET) <br />NATURAL <br />MOISTURE <br />NO <br />NATURAIORY.ATTERBERG <br />DENSITY <br />mr) <br />LIMITS <br />UNCONFINED <br />STRENGTH <br />(PSF) <br />TRIAXIAL SHEAR TESTS <br />SOIL TYPE <br />LIOUlls <br />LIMIT <br />(%) <br />PLAStICITYCOMPRESSIVE <br />INDEX <br />( " /.) <br />DEVIATOR <br />: STRESS <br />(PSF) <br />CONFINING <br />PRESSURE <br />(PSF) <br />P -2 <br />4 <br />4.4 <br />— <br />GRAVEL,SL.CLAYEY(GC) <br />P-2 <br />9 <br />7.6 <br />124 <br />IIIIIIIIIIIIIIIIIMNIIIIII <br />SAND,CLAYEY,GRAVELLY <br />0 -2 <br />111191111111111111111 <br />14 <br />8.4 <br />140 <br />11111.111111111111111111 <br />SAND,SL.GRAVELLY(SC) <br />9.0 <br />117 <br />11111.11.1111011111111111 <br />SAND,CLAYEY,GRAVELLY 1 <br />TRENCH <br />0 -7 <br />10 <br />CLAY, VERY SANDY(CL) <br />TRENCH <br />7 -10 <br />1111111111111111111111111111111111111111111111111.1111111111 <br />GRAVEL,SANDY(GP) <br />TAILING <br />— <br />22.5 <br />— <br />26 <br />f SILT,SL.CLAYEY(ML —CL)' <br />IIIIIIIIIIIIIIII <br />TABLE <br />SUMMARY OF LABORATORY TEST RESULTS <br />SC) <br />