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Moisture <br /> Dry Density 1 Content Blow/ sample <br /> 0 lb/ft' Ft. No. I USCS DESCRIPTION <br /> CL Brown Fine Sandy Clay. <br /> 2 IML Brown Fine Sandy Silt. <br /> CL <br /> Brown Fine Sandy Silty Clay. <br /> r E '' i <br /> 6 <br /> 'CL Grades with More Gravel. <br /> F . <br /> 10 <br /> ML Brown Clayey Fine Sandy Silt. <br /> F 12 <br /> IE <br /> 14 <br /> Z <br /> 16 IBORING TEEERI-IiNa= AT 15--OOT DEP=. <br /> M=S: <br /> 1. Boring drilled on 2-22-85. <br /> 2. No free groundwater encountered. <br /> 3. No caving noted. <br /> F. <br /> FJ.H. KLEINFELDER & ASSOCIATES LOG OF BORING NO. P.LATE <br /> CEOTECHNtCAL CONSULTANTS - ,MATERIALS TESTING <br /> zzz <br /> PROJECT NO. S-2568-10 <br /> FJHK A A FORM R-22 <br />