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Cr <br />100 <br />90 <br />so <br />Cr v TG <br />rAQI^ <br />Z <br />> x <br />i2 <br />Z <br />A 4( <br />wr. <br />N <br />21 <br />K <br />A' I, <br />m <br />UNIFIED SOIL CLASSIFICATION <br />CtxieLE3 GRAVEL SAND I <br />SILT AND CLAY JI <br />US. STANDARD SIEVE SIZES <br />♦ 10 20 40 6o 140 200 <br />70 <br />t 1 1 1 1 1 t I 1 I I 1 1 1 1 1 I I 1100 <br />)O .p0 f0 l0 y fp ZO i0 O.• 02 AI DO! Oof OOi 0.007 0002 000 <br />l III I I l I l I l t l l I l l 1 I III I I I 1 I 1 11 1 1 1 1 1 I I 11 I A 1 1 1 I I <br />GRAIN SIZES IN MILLIMETERS <br />SAMPLE DESCRIPTION <br />U.S. <br />STD. <br />PERCENT <br />C„ <br />SIEVE <br />SIZE <br />PASSING <br />CL -Lean clay <br />111 <br />39 <br />100 <br />> <br />3/411 <br />21.3 <br />92 <br />1/211 <br />92 <br />O <br />3/811 <br />92 <br />No. <br />4 <br />89 <br />to <br />No. <br />8 <br />86 <br />No. <br />10 <br />86 <br />'O <br />No. <br />16 <br />84 <br />No. <br />30 <br />83 <br />,o <br />No. <br />4o <br />81 <br />so m <br />No. <br />50 <br />78 <br />> <br />No. <br />100 <br />71 <br />so m <br />0 <br />No. <br />200 <br />63 <br />70 <br />t 1 1 1 1 1 t I 1 I I 1 1 1 1 1 I I 1100 <br />)O .p0 f0 l0 y fp ZO i0 O.• 02 AI DO! Oof OOi 0.007 0002 000 <br />l III I I l I l I l t l l I l l 1 I III I I I 1 I 1 11 1 1 1 1 1 I I 11 I A 1 1 1 I I <br />GRAIN SIZES IN MILLIMETERS <br />SAMPLE DESCRIPTION <br />LOCATION <br />LL <br />PI <br />C„ <br />Cc <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 />