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Moisture <br /> Dry Density Content Blow/ Sample DESCRIPTION <br /> ►b/W % Ft. No. USCS <br /> CL Brown Silty Clay <br /> • I <br /> 5 52/2" 3j SM Brown Silty Fine Sand <br /> (Cemented, very dense) <br /> 10 54/2" <br /> CL Brown Fine Sandy SiltyClay <br /> 15 44/3'° (Cemented, very 'dense) <br /> Brown Silty Fine to MediuSand <br /> 20 54/2" SM (Cemented) m <br /> i <br /> Grey Brown Silty Clay/Clayey Silt <br /> 35 50/211X CL with lenses of Gravel <br /> : i ML <br /> 40 II 50/2" SM Red Brown Clayey Silty Fine to <br /> 1l Medium Sand <br /> ! CL Grey Fine Sandy Silty Clay <br /> a 45 56/3" <br /> iI Red Brown Silty Clayey Fine to <br /> Medium Sand <br /> 50 50/3" SM (Cemented, very dense) <br /> o <br /> 55. i— <br /> 6 0 55/2" <br /> ML Red Brown Clay Fine Sandy Silt <br /> Brown Silty Fine to Medium Sand <br /> 80 � SSM (Cemented) <br /> 50/310 i SM Grades with Coarse Sand and Small <br /> Gravel <br /> 85- <br /> 90- <br /> 5 90 50/3" I ML Brown Sandy Clayey Silt <br /> 95 ; SM- Red Brown Silty Gravelly Sand <br /> I <br /> 100 <br /> ii BORING TERMINATED AT 100-1/2 FOOT <br /> I ! DEPTH. <br /> 1. Boring Drilled on 7-17-86 . <br /> No Free Groundwater Encountered. <br /> PLATE <br /> J.H. KLEINFELDER & ASSOCIATES LOG OF BORING NO. 1 A-45 <br /> GEOTECHNICAL CONSULTANTS 0 MATERIALS ITSTING K" <br />