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CPT Interpretations <br /> Figure 1 <br /> Non-Normalized Behavior Type Classification Chart <br /> 1000 4, <br /> d 4`n <br /> 10 y rZone 4t N Soil Behavior T e <br /> YP <br /> i ® 2 sensrtrve fine grained <br /> 2 ".W 1 organic material <br /> Cr `clay <br /> F 4 ® <br /> A.5 silty clay to clay - <br /> 100 -„tom f $ ':.® 2 clayey sdtto siltq,clay <br /> 6 M 2 5 : sandy silt to-clayey, <br /> 3 silty sand,to`ran dy'silt <br /> - ». 8 4sand to silty sand <br /> sand <br /> N 10 8 , grarielly sand to sand <br /> a] 11 1 very stiff fine grained=* , <br /> = 10 - 12 2 sand to clayey sand,' <br /> O <br /> U •overconsol�dated,or cemented <br /> 1 - <br /> 0 1 2 3 4 5 6 7 8 <br /> Friction Ratio (%), Rf <br /> Figure 2 <br /> Normalized Behavior Type Classification Chart <br /> 1000 <br /> M 7 � tsx”"L <br /> oZone .Normalized Soil Behay�orType <br /> x "F g 1 ® sensitive,fit grained <br /> 2IN. organic mate <br /> arial <br /> 3. ® Gayto:siltyclay. <br /> 4 ® clayey silt to. <br /> silty.clay <br /> 100 5 silty sand to sandy silt <br /> clean sands,to silty sands <br /> w apt 3 ' s ?� 7 gravelly sand.to Sand <br /> very;stiff sand to Gajrey sand <br /> gym .,!! _ -�r ; y. - , 9�• .very stiff fine grained <br /> v 10 yr, <br /> N_ <br /> M <br /> O <br /> Z <br /> 1 <br /> 0.1 1 1C <br /> Normalized Friction Ratio Qt favo x 100% <br /> GUGG <br /> CPTSUMiUF1.20C—Rev.02-07-31 � <br />