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70 <br />60 <br />50 <br />X <br />W <br />0 <br />Z 40 <br />} <br />F-- <br />() 30 <br />F- <br />J 20 <br />CL <br />10 <br />7 <br />4 <br />0 <br />0 <br />10 20 30 40 50 60 70 uu Td %j 4m0 <br />LIQUID LIMIT (°!o) <br />Reference: <br />M 0-4318 <br />LL <br />PL <br />PI <br />OISTURE <br />:CO <br />BORING <br />DEPTH <br />CLASSIFICATION <br />M <br />(yl,) <br />(%) <br />NTENT (X) <br />SYMBOL <br />NUMBER <br />(feet) <br />(CL) <br />35 <br />19 <br />16 <br />25.2 <br />El <br />gF}-2/ <br />18.0 <br />BROWN <br />LEAN CLAY <br />A <br />ST -4 <br />BH -2/ <br />38.0 <br />BROWN <br />= <br />LEAN CLAY (CL) <br />39 <br />20 <br />19 <br />23.6 <br />V <br />S-8 <br />BH -2/ <br />48.0 <br />BROW <br />LEAN CLAY W/SAND <br />41 <br />20 <br />21 <br />22.6 <br />ST -10 <br />BH -2/ <br />75.0 <br />BROWN <br />SILT W/SAND <br />39 <br />29 <br />10 <br />31.9 <br />+ <br />S-13 <br />BH -3/ <br />6.0 <br />BROWN <br />SANDY SILT <br />32 <br />24 <br />8 <br />20.3 <br />O <br />S -i <br />BH -3/ <br />26.0 <br />BROWN <br />SANDY LEAN CLAY <br />37 <br />20 <br />17 <br />20.2 <br />X <br />S-5 <br />BH -4/ <br />15.0 <br />BROWN <br />LEAN CLAY (CL) <br />35 <br />19 <br />16 <br />21.0 <br />0 <br />PB -3 <br />BH -4/ <br />30.0 <br />BROWN <br />SANDY LEAN CLAY <br />43 <br />22 <br />21 <br />21.9 <br />=_ r <br />_ <br />Plasticity Chart <br />Harding Lawson Associates <br />= <br />ErwttOnnEt�al $etvic25 <br />I <br />APPROVED <br />- -acV;SEU <br />DATE <br />JOB NUMBER <br />DRAWN <br />05561.078.01 <br />05-2200-1992 <br />