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CPT Interpretations <br /> Figure 1 <br /> Non-Normalized Behavior Type Classification Chart <br /> 1000 — . <br /> qt/ N '-Soil Behav ior,Type <br /> ® 2.. <br /> sensitive fine grained <br /> a � <br /> 2 E 1organic maCr <br /> terial <br /> 3 i 1 clay. <br /> °r 4 M 1.5:" silty day to clay <br /> 1 D0 8 '5 ':® 2 clayey,silt to silty,clay <br /> _ 7 ® <br /> 2.s ' sandy silt to�Gayey silt- <br /> a1 73 silty sand to sandy silt' <br /> 4" :sand to silty.sand. `. <br /> -c 1t7 6 gravelly sand to sand. <br /> stiff fine grained.. <br /> 1 D - 12 '3 2 sand to ctayey sand.' <br /> U <br /> `overcorisolxiated or cemented <br /> 1 - <br /> 0 1 2 3 4 5 6 7 8 <br /> Friction Ratio (%), Rf - <br /> i <br /> Figure 2 <br /> Normalized Behavior Type Classification Chart <br /> 1000 +>r a;°::. <br /> 7 <br /> } Zone Normalized Soil Behavior Type <br /> -j �.ti FS-.tit <br /> }I = g 1 M sensitive.6ne.grained <br /> 2 organic material <br /> �i <br /> 3 ■ clay to silty'clay <br /> 5 clayey silt to;silty clay <br /> silty sand to sandy silt <br /> 6' t 6 _ dean sands to"silty sands <br /> m 7 graveily,sandtosand <br /> Mn very'stHf sand to'clayey,sand <br /> very spfE.frne grained <br /> 5 -. ------ -- - -- -- <br /> U 10 <br /> �i <br /> N <br /> c.. <br /> O <br /> Z <br /> 1 <br /> 0.1 1 10 <br /> Normalized Friction Ratio qt favo x 100% <br /> CPTSUMM-1.200-Rev.02-07-31 � <br />