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i <br /> Moisture <br /> Dry Density Content Blow/ Sample <br /> tWO % Ft. No. USC, DESCRIPTION <br /> 0 <br /> _ <br /> 61 ' SM Tan Brown Silty Fine Sand <br /> 5 50/211 . <br /> 73 SM Red Brown Clayey Silty Fine to <br /> IIMedium Sand <br /> 10 50/3" (Cemented, very dense) <br /> 20- <br /> 50/2 <br /> IIML Brown Sandy Clayey Silt (Hard) <br /> 25 50/311 !31LSM Red Brown Silty Fine to Medium Sa -id <br /> (Cemented) <br /> 30- 1... <br /> 50/2" SM Brown Clayey Silty Fine Sand <br /> ( I — (Cemented) <br /> 35 50/2" CL Brown Silty Clay (Hard) <br /> 40 <br /> 50/2" <br /> 45 50/3" SM Red Brown Silty Clayey Fine Sand <br /> o (Cemented) <br /> 60- <br /> 50/3" I CL Brown Silty Clay (Hard) <br /> 65- <br /> 70- <br /> 50/2-- <br /> 5 70 50/2" I SM Brown Very Fine to Fine Silty <br /> Sand <br /> i <br /> II (Cemented) <br /> 75 <br /> j <br /> 80 50/2" i CL Brown Silty Clay (Hard) <br /> 85 i <br /> 100 50 2" � Brown Sandy Silt/Clay (Hard) <br /> BORING TERMINATED AT 100 FOOT DEP H. <br /> II NOTES : <br /> boring Drilled on 1-16-36 . <br /> 2 . No Free Groundwater Encoutered. <br /> 3 . No Caving Noted. <br /> LOG OF BORING NO. 6 PLATE <br /> J.H. KLEINFELDER & ASSOCIATES A-50 <br /> GEOTECHNICAL CONSWANIS • MAIIRIAIS IWINC, lk" <br />