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II <br /> Moisture <br /> Dry Density Content Blow/ Sample DESCRIPTION i :ti Ft. No. USCS <br /> CL Brown,Gravely Clay. <br /> E <br /> ML Brown Clayey Fine to Coarse Sandy Silt. <br /> l ; CH Black Silty Clay. <br /> i <br /> C Brown Very Silty Clay. <br /> 12- : ML Brawn Clayey Silt. <br /> 3 <br /> 1 � E <br /> I <br /> 1 i BORING TERvUN= AT 16;j-FOOT DEPTH. <br /> NOTES: <br /> : <br /> I 1. Boring drilled on '6--5-85. <br /> 2. No free groundwater encountered. <br /> ! 3. No caving noted. <br /> W. <br /> t <br /> GI ' <br /> Q <br /> {i <br /> i <br /> I <br /> PLATE <br /> J.H. KLEINFELDER & ASSOCIATES ,,BOG OF BORING NO. 3 <br /> CEOTECHF41CAL CONSULTANTS • MAtERIAl5 'ESTIAC <br /> N <br /> PROJECT NO. S-1773-8/12' ' <br />