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i <br /> Moisture <br /> Dry Density Content Blow/ Sample <br /> 0 lb/(O % Ft. No. USCS DESCRIPTION <br /> t 50/3" ML Brown Sandy . Silt <br /> 5 50/2" <br /> 50/2" SM Red Brown Silty Clayey Fine to <br /> Mediiun Sand <br /> EL 10- 50/3n (Cemented, very dense) <br /> 15- <br /> L 50/3" _ <br /> ML Tan Clayey Silt (Hard) <br /> 20- <br /> 50/211 SM Brown Silty Fine Sand <br /> t 1 25 (Cemented) <br /> 50/21 <br /> I71 <br /> 30 50/3" CL Brown Sandy Silty Clay (Hard) <br /> l 35 <br /> v 50/2" SM Brown Silty Fine to Medium Sand <br /> (Cemented) <br /> 40 48/4" <br /> S <br /> W I <br /> 45- <br /> 47/4 CL Brown Silty Clay (Hard) <br /> 50 <br /> 150Z211 <br /> BORING TERMINATED AT 51 FOOT <br /> I � <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 /> i <br /> J.H. KLEINFELDER & ASSOCIATES <br /> LOG OF BORING NO. 4 P LATE <br /> GEOTECHNICAL CONSULIANIS • MA1191ALS IISIINL; ^ <br />