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Moisture <br /> " Dry Density Content Blow/ Sample <br /> 0 Ib/k, % Ft. No. USCS DESCRIPTION <br /> 50/3" ML Brown Sandy Silt <br /> 5- 50/2" <br /> 50/2" SM Red Brown Silty Clayey Fine to <br /> Mediium Sand <br /> 10- (Cemented, very dense) <br /> IL 50/3" <br /> 15- <br /> 50/3 <br /> ML Tan Clayey Silt (Hard) <br /> 20- <br /> 50/2" SM Brown Silty Fine Sand <br /> 25 II (Cemented) <br /> 50/2" <br /> J <br /> 30- <br /> 50/3" CL Brown Sandy Silty Clay (Hard) <br /> 35- <br /> 50/2-1 SM Brown Silty Fine to Medium Sand <br /> ! ) (Cemented) <br /> s <br /> 4U- <br /> 48/4 <br /> 45 47/. 4'° CL Brown Silty Clay (Hard) <br /> 64 50 <br /> 150/211 <br /> BORING TERMINATED AT 51 FOOT <br /> DEPTH. <br /> NOTES : ' <br /> 1. Boring Drilled on 7-16-86. <br /> 2. No Free Groundwater Encounter d. <br /> 3. No Caving Noted. <br /> r <br /> I � <br /> II - <br /> LOG OF BORING NO. 4 PLATE <br /> �Jjj J.H. KLEINFELDER & ASSOCIATES H-48 <br /> GEOTECHNICAL CONSULIANTS • MATERIAL) ItSlING k" <br /> ra PDnICrT IV(1 — t nnn nn <br />