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M� <br />Cr <br />C3 <br />-4 <br />I-- <br />P <br />z <br />10 <br />UNIFIED SOIL CLASSIFICATION <br />-NOLL; SILT AND CLAY <br />If <br />GRAIN SIZES IN MILLIMETERS <br />Page <br />U.S. STD. PERCENT <br />SAMPLE DESCRIPTION <br />SIEVE <br />SIZE <br />PASSING <br />C. <br />111 <br />MOISTURE <br />CONTENT ( %) <br />100 <br />CL -Lean clay <br />3/411 <br />39 <br />92 <br />1/211 <br />21.3 <br />92 <br />'3/811 <br />92 <br />No. <br />4 <br />89 <br />No. <br />8 <br />86 <br />No. <br />.10 <br />86 <br />No. <br />16 <br />84 <br />No. <br />30 <br />83 <br />No. <br />40 <br />81 <br />No. <br />50 <br />78 <br />No. <br />100 <br />71 <br />m <br />No. <br />200 <br />63 <br />0 <br />SAMPLE DESCRIPTION <br />LOCATION <br />LL <br />PI <br />C. <br />C. <br />MOISTURE <br />CONTENT ( %) <br />LABORATORY <br />NUMBER <br />CL -Lean clay <br />B -8 @ 15.0 -16.5 feet <br />39 <br />22 <br />21.3 <br />1539 <br />