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cr <br />a <br />d <br />A <br />UNIFIED SOIL CLASSIFICATION <br />TEST HOLE NO. <br />MOIBLES <br />I <br />SILT AND CLAY <br />co��scGRAVEL rlMl co.Rsc wcoww�D „Mc <br />TEST HOLE NO. <br />3�1 14, 1" R, X, 4 <br />US. <br />10 <br />STANDARD SIEVE SIZES <br />20 40 60 140 200 <br />SPECIFIC GRAVITY <br />100 <br />LABORATORY NUMBER <br />S-20 <br />25-30 ft. <br />45 <br />24 <br />22.3 <br />2113 <br />CLASSIFICATION Sandy lean clay (CL) <br />90 <br />e0 <br />70 <br />A <br />Z <br />4 <br />D <br />S0 <br />2 <br />40 <br />30- <br />20 <br />10 <br />!O S <br />200 to o III1 1 1 Tit, 1Ip <br />0 <br />i1 1 1 <br />LO O's 02 0.1 oOS o o i o.oi o.oOS 0 002 O.o( <br />1 1 11 111 11 I111ll1 1 l I111 1II 1 I <br />GRAIN <br />SIZES IN MILLIMETERS <br />TEST HOLE NO. <br />DEPTH <br />(FEET) <br />LL <br />PI <br />SPECIFIC GRAVITY <br />MOISTURE CONTENT (%') <br />LABORATORY NUMBER <br />S-20 <br />25-30 ft. <br />45 <br />24 <br />22.3 <br />2113 <br />CLASSIFICATION Sandy lean clay (CL) <br />0 <br />10 <br />W <br />30 <br />rn <br />z <br />fl <br />40 Z <br />.i <br />SO m <br />D <br />60 m <br />v <br />70 <br />80 <br />