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r <br /> Moisture <br /> Dry Density Content Blow/ Sample <br /> ® <br /> Ib/ft' % Ft. No. USCS DESCRIPTION <br /> 13 ' n ML Brown Sandy Silt <br /> 50/3" � <br /> 5 01F- <br /> 50/3" SM Red Brown Silty Clayey Fine to <br /> °° Medium Sand <br /> 1 50/2 (Cemented, very dense) <br /> 1 � I <br /> 50/2 <br /> � I <br /> 2Q- <br /> 48/31' <br /> 25- <br /> 50/2" ML Brown Fine Sandy Clayey Silt(IfArdi. <br /> 3 <br /> 50/2'° ! SM Brown Silty Medium to Coarse San <br /> 7_ (:Cemented) <br /> 0 3 50/3" ± SM Brown Silty Fine Sand <br /> I <br /> (.Cemented) <br /> 40- <br /> 50/2" j <br /> 45- <br /> 50/3" ML Brown Sandy Silt (Hardt <br /> 5 I <br /> 50 2" <br /> BORING TERMINATED AT 51 FOOT <br /> DEPTH. <br /> I I NOTES : <br /> 1. Boring Drilled on 7-16-86. <br /> 2. No Free Groundwater Encountefed. <br /> i 3. No Caving Noted. <br /> • I <br /> LOG <br /> i <br /> I � I <br /> F BORING . s <br /> PLACE <br /> J.H. KLEINFELDER & ASSOCIATES A-49 <br /> CEOUCHNICAL CONSULIANIS • MAIIRIAI, IISIING <br /> PRO'ECT NO. S-1008-38 <br />