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CPT Interpretations <br /> • Figure 9 <br /> Non-Normalized Behavior Type Classification Chart <br /> 1000 �— ', <br /> 10 12 Zone qt/ N Soil Behavior Type <br /> , <br /> 11 1 12 2 sensitive fine grained <br /> Y j 2 Q 1 organic material <br /> a <br /> _3 0 , 1 M clay <br /> cc <br /> f$ 4 0 , 1.5' silty•Cla.y to clay <br /> 100 // 8 <br /> kh 5 G 2 clayey silt to silty clay <br /> 7 6 .� 2.5 sandy sift to clayey silt <br /> 7 3 silty sand to sandy sift <br /> 9 5 sand tsandy sand <br /> 1 ,g a i3+ <br /> ca <br /> O MMi 10 6 gravelly sand to sand <br /> M " ` 11 1 very stiff fine grained <br /> 10 12 2 sand to clayey sand <br /> O <br /> C) - "overconsolidated 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 /> i <br /> 7 8 = <br /> Zone Normalized Soil Behavior Type <br /> 0 o g _ 1 [7 sensitive fine grained <br /> > 2 L, organic material <br /> cr 3 G clay to silty clay <br /> 4 :. clayey silt to silty clay <br /> 100 5 silty sand to sandyIsift <br /> c6 �� 6 clean sands to silty sands <br /> 7 gravelly sand to sand <br /> rn <br /> 8 very stiff sand to clayey sand <br /> 9 very stiff fine grained <br /> � 5 <br /> 0 <br /> U 10 ;. <br /> ro <br /> E <br /> L - <br /> ++0.� <br /> L <br /> 0.1 1 10 <br /> Normalized Friction Ratioqt-fvo x 100% <br /> QREGG <br /> Ct'TSUMM-1.20C—Rev.02-07-31 --�.� <br />