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SAMPLE LOCATION <br />NATURAL <br />MOISTURE <br />CONTENT <br />( %) <br />NATURAL <br />DRY <br />DENSITY <br />(pcf) <br />ATTERBERG LIMITS <br />GRADATION <br />PERCENT <br />PASSING <br />No. 200 <br />SIEVE <br />UNCONFINED <br />COMPRESSIVE <br />STRENGTH <br />(Psf) <br />PERMEABILITY <br />(cM /sEc.) <br />SOIL or BEDROCK <br />DESCRIPTION <br />UNIFIED <br />SOIL <br />CLASS. <br />TEST <br />PIT <br />DEPTH <br />(feet) <br />LIQUID <br />LIMIT <br />( %) <br />PLASTICITY <br />INDEX <br />( %) <br />GRAVEL <br />( %) <br />SAND <br />( %) <br />1 <br />1 — 3 <br />17.1* <br />105.4* <br />34 <br />16 <br />0 <br />7 <br />93 <br />Slightly Sandy Clay <br />CL <br />1 <br />1 — 3 <br />14.5 ** <br />104.3 ** <br />99 PERCENT COMPACTION <br />6.8 x 10 -8 <br />2 <br />0 — 2 <br />17.5* <br />111.1* <br />36 <br />21 <br />0 <br />12 <br />88 <br />Claystone <br />CL <br />2 <br />0 — 2 <br />14.8 ** <br />107.7 ** <br />97 PERCENT COMPACTION <br />4.0 x 10 <br />2 <br />1 1/2 <br />10.3 <br />32 <br />19 <br />0 <br />16 <br />84 <br />Claystone <br />CL <br />2 <br />2 1/2 <br />5.9 <br />np <br />1 <br />75 <br />24 <br />Sandstone <br />SM <br />2 <br />4 <br />2.0 <br />np <br />0 <br />84 <br />16 <br />Sandstone <br />SM <br />NWCC, Inc. <br />TABLE 1 <br />SUMMARY OF LABORATORY TEST RESULTS <br />* Indicates Optimum Moisture Content and Maximum Dry Density determined in accordance with ASTM D698. <br />** Indicates Moisture Content and Dry Density of remolded samples. <br />JOB NUMBER: 10 -8718 <br />