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Moisture <br /> Dry Density Content Blow/ Sample <br /> Ib/N3 % Ft. No. USCS DESCRIPTION <br /> CL Brown Silty Clay <br /> 5 52/2" 30 SM Brown Silty Fine Sand <br /> (Cemented, very dense) <br /> i <br /> 10 54/2'° - <br /> CL Brown Fine Sandy Silty Clay <br /> 15 44/3" (Cemented, very 'dense) <br /> Brown Silty Fine to Medium Sand <br /> 20 54/2" 1 LSM (Cemented) <br /> Grey Brown Silty Clay/Clayey Silt <br /> 35 50/2" CL with lenses of Gravel <br /> � I <br /> ° Red Brown Clayey Silty Fine to <br /> 40 50/2 SM Medium Sand <br /> i i ! CL Grey Fine Sandy Silty Clay <br /> 45 56/3mm <br /> Red Brown Silty Clayey Fine to <br /> Medium Sand <br /> a <br /> 50- 50/3" <br /> ISM (Cemented, very dense) <br /> t <br /> 55-- <br /> L <br /> 5 L 60 55/2" i ML Red Brown Clay Fine Sandy Silt <br /> Brown Silty Fine to Medium Sand <br /> 80 `SM (Cemented) - <br /> 50/3,° i SM Grades with Coarse Sand and Small <br /> Gravel <br /> 85 I j <br /> L j <br /> 90 50/3" I ML Brown Sandy Clayey Silt <br /> r ! <br /> I <br /> ! i i <br /> 95 ' ISM- Red Brown Silty Gravelly Sand <br /> � f I <br /> 100 <br /> 50/2" j i <br /> BORING TERMINATED AT 100-1/2 FOOT <br /> i DEPTH. <br /> 1. Boring Drilled on 7-17-86 . <br /> No Free Groundwater Encountered. <br /> LOG OF BORING NO. 1 PLATE <br /> !l <br /> J.H. KLEINFELDER & ASSOCIATES A-45 <br /> GEOTECHNICAL CONSULTANTS • MAItRIAIS IISIIM; <br /> 1 <br /> el <br /> �e IAno_10 <br />