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CPT Interpretations <br /> Non-Normalized Classification Chart <br /> • <br /> 1000 <br /> - <br /> 10 12 <br /> _ 11 <br /> t� 9 <br /> 100 8 <br /> C <br /> L 6 <br /> C 10 <br /> 1 � <br /> 0 1 2 3 4 5 6 7 8 <br /> Friction Ratio (%), Rf <br /> Normalized Ciassrfieation Chart <br /> 1000 <br /> 12- Zone Qt l N Soil Behaviour Type <br /> 1 ! 2 sensitive fine grained <br /> J, 3 0 1 organic material <br /> (Pit I <br /> 11 <br /> b 4 M 15 silty day to clay <br /> es r z° 5 63 2 clayey art to silty clay <br /> loo a- 8 26 sai>dy silt to clayey$en <br /> 7 3 <br /> 8&I `1 a 4 and to silty sand <br /> 9 5 sand <br /> 10 6 gravelly sand to sand <br /> 7 11 1 very stdf fine grained <br /> 12 2 sand to clayey sand' <br /> �a 1 <br /> 588 <br /> `a <br /> Z <br /> 01 1 so <br /> Normalized Friction Ratty fs X100% <br /> cit-ffvo <br /> Figure 1 Non-Normalized and Normalized Soil Behavior Type Classification Charts <br /> • EGG <br />