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Moisture <br /> Dry Density Content Blow/ Sample <br /> WHO % Ft. No. USCS DESCRIPTION <br /> CL Brown Silty Clay <br /> 5 52/211 SM Brown Silty Fine Sand <br /> (Cemented, very dense) <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„ S (Cemented) <br /> 35 50/2'° C Grey Brown Silty Clay/Clayey Silt <br /> with lenses of Gravel <br /> ML <br /> 40 50/2" � SM Red Brown Clayey Silty Fine to <br /> Medium Sand <br /> ICL Grey Fine Sandy Silty Clay <br /> 45 56/3" <br /> W.� � I Red Brown Silty Clayey Fine to <br /> Medium Sand <br /> a <br /> 50- 50/3" S (Cemented, very dense) <br /> 55 <br /> 60 55/2" L Red Brown Clay Fine Sandy Silt <br /> Brown Silty Fine to Medium Sand <br /> 80 "SM (Cemented) <br /> 50/3" JISM Grades with Coarse Sand and Small <br /> Gravel <br /> 85- <br /> 90- 50/3" Al ML Brown Sandy Clayey Silt <br /> 95 I (I S Red Brown Silty Gravelly Sand <br /> II <br /> 100- 5012 <br /> BORING TERMINATED AT 100-1/2 FOOT <br /> I ! DEPTH. <br /> NOTES - <br /> 1. Boring Drilled on 7-17-86. <br /> No Free Groundwater Encountered. <br /> LOG OF BORING NO. 1 PLATE <br /> J.H. KLEINFELDER & ASSOCIATES A-45 <br /> GEOTECHNICAL CONSULTANtS • MAttRIALS tIVINC <br /> PROJECT NO. S-1008-38 <br />