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Moisture <br />Dry Density <br />Content <br />slow/ <br />Sample <br />Wit' <br />% <br />Ft. <br />No. <br />USCS <br />DESCRIPTION <br />LV <br />. <br />CL <br />Brown Silty Clay <br />S <br />52/2°° <br />SM <br />Brown Silty Fine Sand <br />(Cemented, very dense) <br />10 <br />54/2" <br />li-CL <br />Brown Fine Sandy Silty_Clay <br />very dense) <br />15 <br />44/3°'(Cemented, <br />ISMBrown <br />Silty Fine to Medium Sand <br />20 <br />54/2°e <br />(Cemented) <br />35 <br />50/2" <br />CL <br />Grey Brown Silty Clay/Clayey Silt <br />with lenses of Gravel <br />ML <br />II <br />40 <br />50/2" <br />' SM <br />Red Brown Clayey Silty Fine to <br />Medium Sand <br />1ICL <br />Grey Fine Sandy Silty Clay <br />45 <br />56/3°° <br />I <br />Red Brown Silty Clayey Fine to <br />C <br />Medium Sand <br />.E 50 <br />50/3" <br />(Cemented, very dense) <br />ISM <br />55- <br />5 <br />60- <br />60 <br />55/21' <br />! ML <br />Red Brown Clay Fine Sandy Silt <br />Brown Silty Fine to Medium Sand <br />80 <br />SSM <br />(Cemented) <br />50/3°° <br />I SM <br />Grades with Coarse Sand and Small <br />Gravel <br />85- <br />90- <br />I <br />50/3" <br />ML <br />Brown Sandy Clayey Silt <br />95 <br />I <br />; <br />I i!SM <br />Red Brown Silty Gravelly Sand <br />100 <br />50Z2" <br />I <br />BORING TERMINATED AT 100-1/2 FOOT <br />I <br />I <br />DEPTH. <br />1. Boring Drilled on 7-17-86. <br />`. No Free Groundwater Encountered. <br />rMirial; Noted <br />' <br />LOG OF BORING 1 <br />PLATE <br />j. <br />J.H. KLEINFELDER & ASSOCIATES <br />k" <br />, <br />A-45 <br />GEOTECHNICAL CONSULIANIS • AAAI1RIAtS 11%IIW; <br />PROJECT NO. S-1008-38 <br />