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e01.4 <br />li O.H. KLEINFELOER & ASSOCIATES k" <br />j I CEOIECNNICAL CONSutIANIS 0 MAIIRMAtS ItSIINr <br />1. Boring Drilled on I-11-00. <br />_ _ <br />A. No Free Groundwater LOG O BORING <br />Moisture <br />Ory OensitY <br />Content <br />y <br />Blow/ Sample <br />FL No. <br />USCS <br />DESCRIPTION <br />`Iblftl <br />1 <br />I <br />CL <br />Brown Silty Clay <br />5 <br />52/2°° <br />3l SM <br />Brown Silty Fine Sand <br />(Cemented, very dense) <br />54/2°' <br />10 <br />ICL <br />Brown Fine Sandy Silty Clay <br />15 <br />44/3" <br />(Cemented, very dense) <br />Brown Silty Fine to Medium Sand <br />20 <br />54/2" <br />SM <br />(Cemented) <br />Grey Brown Silty Clay/Clayey Silt <br />35 <br />50/2°` <br />CL <br />with lenses of Gravel <br />ML <br />I <br />50/2°' ' <br />SM <br />Red Brown Clayey Silty Fine to <br />40 <br />Medium Sand <br />i <br />�1CL <br />Grey Fine Sandy Silty Clay <br />45- <br />56/3" <br />I <br />II <br />Red Brown Silty Clayey Fine to <br />o <br />Medium Sand <br />50 <br />50/3" <br />SM <br />(Cemented, very dense) <br />a <br />II <br />55- <br />�-- <br />, I <br />ML <br />Red Brown Clay Fine Sandy Silt <br />60 <br />55/2°` <br />Brown Silty Fine to Medium Sand <br />g® <br />a <br />—SM <br />(Cemented) <br />50/3" i <br />SM <br />Grades with Coarse Sand and Small <br />Gravel <br />85- <br />5 <br />90- <br />90 <br />50/3" <br />A ML <br />Brown Sandy Clayey Silt <br />1 <br />95 <br />` <br />`ISM <br />Red Brown Silty Gravelly Sand <br />50 2" <br />10 0 <br />BORING TERMINATED AT 100-1/2 FOOT <br />I! <br />DEPTH. <br />e01.4 <br />li O.H. KLEINFELOER & ASSOCIATES k" <br />j I CEOIECNNICAL CONSutIANIS 0 MAIIRMAtS ItSIINr <br />1. Boring Drilled on I-11-00. <br />_ _ <br />A. No Free Groundwater LOG O BORING <br />