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CPT Interpretations <br /> Non-Normalized Classification Chart <br /> 10GO <br /> d <br /> ' 100 8 r �a <br /> V/ aM i'T My�f J <br /> tG <br /> C 10 j <br /> U Y <br /> 1 <br /> Friction Ratio (%), Rf <br /> Normalized Classification Chart <br /> moo <br /> 0 i _ Zane flthN ,< Soil 13,W Vic ur,Type, <br /> t 1 ,® s 2g,�, sensitroe'fine grained, <br /> > t 2 ® 1 ,' F,,i organic material z <br /> o 11 ,"� <br /> b > � 3 , x, ,.1 r �, . <br /> N <br /> q a`� x <br /> 4,,® -1 5 silty clay to,ciayY�-+1, <br /> Cri I 5 1 21,0, clayey silt to silty clay <br /> 100 °" a 6 .0 215 M sandy sllt to clayey sift l ' <br /> 7 <br /> 'amd to silty.sand_ ,t,,� <br /> sand <br /> 10 !A 116 '� gravelly sand'to sand.' <br /> 11 1 ¢very stffTine grained' , <br /> 12 'try�' S sand to clayey sand, <br /> iD <br /> r <br /> 01 7 10 <br /> Normalized FncUan Ratio fy X 100% <br /> qt-Eva <br /> ' Figure 4 Non-Normalized and Normalized Soil Behavior Type Classification Charts <br /> EGG <br /> _—-_ <br /> 1 <br />