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Moisture <br /> Dry Density Content Blow/ Sample <br /> 0 Ib/ft' % Ft. No. USCS DESCRIPTION <br /> 61 SM Tan Brown Silty Fine Sand <br /> 5 50/2'1 <br /> 73 SM Red Brown Clayey Silty Fine to <br /> 10 II Medium Sand r 50/3°° (Cemented, very dense) <br /> 20 i r <br /> 50/2°° <br /> LML Brown Sandy Clayey Silt (Hard) <br /> 25- <br /> 50/3" SM. Red Brown Silty Fine to Medium Said <br /> i ` (Cemented) <br /> 30 50/2" LSM Brown Clayey Silty Fine Sand <br /> (Cemented) <br /> 35 50/2'° CL Brown Silty Clay (Hard) <br /> .. <br /> 40- <br /> 50/2 <br /> d <br /> c I i <br /> 45 50/3'° SM Red Brown Silty Clayey Fine Sand <br /> a <br /> � (Cemented) <br /> 60 50/3" I 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 ; (Cemented) <br /> ! I <br /> 80 50/210 CL Brown Silty Clay (Hard) <br /> r <br /> 85- <br /> 100- 1 <br /> 5 100 50 2" ML Brown Sandy Silt/Clay (Hard) <br /> ' BORING TERMINATED AT 100 FOOT DEP H. <br /> I li NOTES: <br /> I. t3ortng OftTled Un 7-16-86. <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 CONSU►TANIS • MAIERIAIS ItSIINC. k" <br /> PROJECT NO. <br />