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70 <br />60 <br />50 <br />X <br />W <br />0 <br />Z 40 <br />I— <br />ii 30 <br />t -- <br />Q <br />J 20 <br />CL <br />10 <br />7 <br />4 <br />0 <br />a; OH <br />z. . <br />%CL or OL <br />I - <br />P�9 N or {3 N <br />A.", VL � fir�C.. \ <br />L or OL <br />0 10 20 30 40 50 60 70 80 90 100 <br />LIQUID LIMIT M <br />Re f erence: ASTM U-4;,yc '— <br />SYMBOL <br />BORING <br />NUMBER <br />DEPTH <br />(feet) <br />CLASSIFICATION <br />LL <br />(%) <br />PL <br />4'96) <br />PI <br />MOISTURE <br />ACONTENT (li,. <br />17 <br />BH -1/ <br />5.0 <br />BROWN LEAN CLAY W/SAND <br />31 <br />22 <br />9 <br />21.7 <br />S-1 <br />(CL) <br />A <br />BH -1/ <br />13.0 <br />BROWN LEAN CLAY W/SAND <br />43 <br />22 <br />21 <br />25.6 <br />S-3 <br />(CL) <br />V <br />BH -1/ <br />33.0 <br />BROWN SILTY SAND <br />30 <br />24 <br />6 <br />27.9 <br />ST -7 <br />(SM) <br />1.., <br />Q <br />BH -1/ <br />50.0 <br />BROWN CLAYEY SAND <br />36 <br />21 <br />15 <br />22.9 <br />ST -10 <br />(SC) <br />+ <br />BH -1/ <br />62.0 <br />BROWN CLAYEY SAND <br />NP <br />NP <br />NP <br />PB -12 <br />(SC) <br />O <br />BH -1/ <br />76.0 <br />BROWN CLAYEY SAND <br />45 <br />24 <br />21 <br />27.9 <br />PB -14 <br />(SC) <br />i <br />X <br />BH -1/ <br />92.0 <br />BROWN SILT W/SAND <br />33 <br />24 <br />9 <br />30.6 <br />S-16 <br />(HO <br />0 <br />BH -2/ <br />8.0 <br />BROWN SILT W/SAND <br />30 <br />23 <br />7 <br />22.7 <br />_ <br />I <br />I NO <br />Harding Lawson Associates Plasticity Chart <br />Engineenng znd <br />aC <br />£rnirv.,w (al Se,v ce5 <br />DRAWN JOB NUMBER APPROVED .ATE AEV:SEU DA•`. <br />05561.078.01v 05-20-1992 <br />