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' CPT Interpretations <br /> ' Figure 1 <br /> Non-Normalized Behavior Type Classification Chart <br /> ' 9000 <br /> Zone qt/N Soil Behavior Type <br /> ku 1 ® 2 sensitive fine grained <br /> pax" <br /> w, � �9w -• �,� , ; 2 0 1 organic material <br /> 3 ® 1 clay <br /> 8 a 4 ■ 1.5 silty day to day <br /> 100 - 5 13 2 clayey silt to silty day <br /> 6 3 2.5 sandy sift to clayey silt <br /> T 3 silty sand to sandy silt <br /> 8 4 aandYo silty sand' <br /> 9. . 5. sand , <br /> Cal 1,.,.: 10' 6'` gravelly sand to sand, <br /> ' 11 1 very stifffine grained <br /> ' <br /> C 10 = 12 2 ,, :sand to clayey sand' <br /> overconsolidated:or cemented <br /> 0 1 2 3 4 5 6 7 8 <br /> Friction Ratio (%), Rf <br /> Figure 2 - <br /> Nonnalized Behavior Type ClassWication Chart <br /> 1 <br /> 1000 <br /> ; <br /> 4 _ Zone Normalized'Soil Behavior Type <br /> 9 1, "f� sensitive fine'grarRed <br /> _ 2 2, organic material <br /> =rl 5 �4 4f filo 3 le. day^to siEty clay <br /> 100 i^ > � 4 ®' n <br /> cEaYeY:slit to siliy'clay <br /> 5 "silt .sad to sand silt <br /> Ne w a W. <br /> 5 "' aft x y y <br /> 6 { -dean sands to silly sands <br /> 7 gravelly sand tasand - <br /> m f[ -$,}'�X � uk'� �' q "a fir. <br /> 8 very,stiff sand to.clayey sant!. <br /> 9.. very stiff fine gramedr <br /> LL Y. <br /> 1 k �u I <br /> 10 <br /> �i <br /> 0 <br /> Z <br /> ' 1 <br /> 0.1 1 10 <br /> Normalized Friction RatioQt fs <br /> 6vo x 100% <br /> GG <br /> ' - <br /> ' CPTSUMM-1.200—Rev.02-07-31 <br />