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60 <br />SU <br />F <br />L <br />S 40 <br />T <br />I <br />C <br />• <br />T 3Q <br />Y <br />D 20 <br />B <br />x <br />1fl <br />0 z I <br />C J <br />CL-MI. <br />?A <br />40 60 80 100 <br />LIQEIID LIMIT <br />Sample Identification • Sample Depth <br />LL <br />PL <br />PI <br />Fines <br />Classification <br />*I <br />TB -10 <br />49.0 <br />39 <br />22 <br />17 <br />84.8 <br />LEAN CLAY with SAND(CL) <br />Cc <br />TB -11 <br />29 <br />18 <br />11 <br />91.2 <br />LEAN CLAY(CL) <br />4 <br />TB-11 <br />_4.0 <br />29.0 <br />NV <br />NV <br />NP <br />17.1 <br />SILTY SAND with GRAVEL(SM) <br />* <br />12-13 <br />4.0 <br />33 <br />16 <br />17 <br />76 <br />LE AN CLAY with SAND(CL) <br />0 <br />TB-13 <br />9.0 <br />23 <br />16 <br />7 <br />37.9 <br />SILTY, CLAYEY SAND(SC -SM) <br />0 <br />TB-13 <br />24.0 <br />NV <br />NV <br />NP <br />2.7 <br />POORLY GRADED SAND with GRAVEL(SP) <br />0 <br />TX13 <br />34.0 <br />48 <br />19 <br />1 29 <br />94.9 <br />LEAN CLAY(CL) <br />Al <br />TB-6 <br />4.0 <br />27 <br />20 <br />7 <br />82.1 <br />SILTY CLAY with SAND(CI.dd1L) <br />• <br />TB-7 <br />14.0 <br />NV <br />NV <br />NP <br />10.1 <br />POORLY GRADED SAND with SILT Find GRA <br />® <br />TB -9 <br />9.0 <br />30 <br />14 <br />16 <br />73.7 <br />LEAN CLAY with SAND(CL) <br />UAW EN"EFMNG <br />CONSULTANTS. We. <br />ATTERBERG LIMITS` RESULTS <br />Ownar: Colorado Deaf <br />Project: Fresh Water Reservoir <br />Location: <br />110121 ". MAIM <br />