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Moisture <br /> to Dry Density Content Blow/ Sample <br /> O Wit' % Ft. No. USCS DESCRIPTION <br /> 61 ' SM Tan Brown Silty Fine Sand <br /> 50/2" <br /> 5- 73 <br /> SM Red Brown Clayey Silty Fine to <br /> ( I Medium Sand <br /> 10 50/3'° (Cemented, very dense) <br /> I . <br /> 20 — <br /> 50/2" <br /> LML Brown Sandy Clayey Silt (Hard) <br /> 25 50/3'° SM Red Brown Silty Fine to Medium Sa d <br /> L ('Cemented) <br /> 30 <br /> 50/2'° SM Brown Clayey Silty Fine Sand <br /> II _ (Cemented) <br /> 35- <br /> 50/2" N CL Brown Silty Clay (Hard) <br /> 40- <br /> 50/2 <br /> v <br /> all <br /> s 45 <br /> CL 50/3" 31 SM Red Brown Silty Clayey Fine Sand <br /> ® (Cemented) <br /> 60 50/3" ( CL Brown Silty Clay (Hard) <br /> 65 <br /> I . <br /> 70 50/2" I SM Brown Very Fine to Fine Silty <br /> i Sand <br /> 75 I i (Cemented) <br /> r <br /> it <br /> 80- <br /> 50/2" i CL Brown Silty Clay (Hard) <br /> 85- <br /> i <br /> i <br /> 100 50 2" � Brown Sandy Silt/Clay (Hard) <br /> i 1I BORING TERMINATED AT 100 FOOT DEP H. <br /> r II NOTES : <br /> 1. boring urtiled on 7-16-66 .I <br /> 2 . No Free Groundwater Encoutered. <br /> _ 3 . No Caving Noted. <br /> LOG OF BORING N ®. 6 PLATE <br /> J.H. KLEINFELDER & ASSOCIATES A-50 <br /> GEOTECHNICAL CONSUITANIS • MAIENIALS IESTINC. k" <br />