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".0 <br /> 41 <br /> CPT <br /> % s r �r <br /> FiC' bbeso ' 90� ; r ' <br /> Non-Normalized Classification Chart <br /> 1000 <br /> 1 <br /> ca <br /> 100 <br /> rn <br /> c <br /> m <br /> c <br /> Q10 <br /> 1 <br /> 7 8 <br /> Friction Ratio (%), Rf <br /> Zone Qt/`N Soil Behaviour Type <br /> :;�1, �� 2 . �.sensitive fine grained <br /> 2 1 organic rnaterlal. <br /> 3 t 1 Olay <br /> silty clay[to Clay;; <br /> slit io,silty clay <br /> 6 6 sandy, ilt to clayey s+lt <br /> 7 S < ii tyrsand. .!` <br /> sans�y selth ' <br /> 4 ; santl to silty saris! <br /> ! 10 6 grevelly santl to santl <br /> 11 1 VW :stiff flne`gra,ned " <br /> 12 2 sand to clayey sand <br /> *,overconsolidated o[,cemen1:6 <br /> i ` <br /> "EGG Geotechnical and Environmental In Situ Testing Contractors <br /> Los Angeles • San Francisco - Houston - Aiken <br /> Vancouver - Edmonton Salt Lake City • New Jersey <br /> i Tel:(925)393-5800 Fax:(925)313-0302 Email.gregg@ecis.com <br /> I <br /> f <br /> h <br />