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70 <br />60 <br />0 <br />Z� so <br />x <br />W <br />0 <br />Z 40 <br />F- <br />�)- 30 <br />P <br />0 <br />_j 20 <br />a- <br />10 <br />7 <br />4 <br />0 <br />CH or OH <br />.L L o r OL <br />AD <br />L FA MH or OH <br />WIL or OL I <br />0 10 20 30 40 so 60 70 80 90 100 <br />LIQUID LIMIT M <br />Reference: ASTM D-4318 <br />SYMBOL <br />BORING <br />NUMBER <br />DEPTH <br />(feet) <br />CLASSIFICATION <br />LL <br />M <br />PL <br />-PI <br />MOISTURE <br />M <br />M <br />CONTENT (%) <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 />O <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 />27.8 <br />PB -14 <br />(SC) <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 />(NU <br />BH -2/ <br />8.0 <br />BROWN SILT W/SAND <br />30 <br />23 <br />7 <br />22.7 <br />(ML) <br />Harding Lawson Associates Plasticity Chart <br />EngirmmmV and <br />IT Ermronmental Servoces <br />DRAWN jOBNuk4BER APPROVED E;ATE REv;SEU DATE <br />05561.078.01 0:4 05-20-1992 <br />