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D <br />70 <br />60 <br />50 <br />X <br />W <br />13 <br />Z 40 <br />} <br />F- <br />5 30 <br />H <br />J 20 <br />d <br />10 <br />7 <br />4 <br />0 <br />i <br />i <br />CH or OH <br />i <br />CL or OL <br />A <br />7�7Z <br />MH or OH <br />CL fv L .� p <br />N",L or OL L - <br />0 10 20 30 40 50 60 70 80 90 100 <br />LIQUID LIMIT M <br />d <br />Refemnce: ASTM 0-4318 <br />SYMBOL <br />BORING <br />NUMBER <br />DEPTH <br />(feet) <br />CLASSIFICATION <br />LL <br />M <br />PL <br />M <br />PI <br />M <br />MOISTURE <br />CONTENT M <br />El <br />BH -2/ <br />18.0 <br />BROWN LEAN CLAY (CL) <br />35 <br />19 <br />16 <br />25.2 <br />ST -4 <br />A <br />BH -2/ <br />38.0 <br />BROWN LEAN CLAY (CL) <br />39 <br />20 <br />19 <br />23.6 <br />S-8 <br />Q <br />BH -2/ <br />48.0 <br />BROWN LEAN CLAY W/SAND <br />41 <br />20 <br />21 <br />,22.6 <br />ST -10 <br />(CL) <br />O <br />BH -2/ <br />75.0 <br />BROWN SILT W/SAND <br />39 <br />29 <br />10 <br />31.9 <br />S-13 <br />+ <br />BH -3/ <br />6.0 <br />BROWN SANDY SILT <br />32 <br />24 <br />8 <br />20.3 <br />S-1 <br />SH -3/ <br />26.0 <br />BROWN SANDY LEAN CLAY <br />37 <br />20 <br />17 <br />20.2 <br />S-5 <br />(CL) <br />X <br />BH -4/ <br />15.0 <br />BROWN LEAN CLAY (CL) <br />35 <br />19 <br />16 <br />21.0 <br />PS -3 <br />4' <br />BH -4/ <br />30.0 <br />BROWN SANDY LEAN CLAY <br />43 <br />22 <br />21 <br />21.9 <br />(CL) <br />m - . Emiror nvml Services <br />DRAWN .;OB NUMBER APPROVED PE Va$EU DATE <br />05561.078.01 05-20-1992 <br />