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I <br /> CPT Interpretations <br /> Figure 7 <br /> Non-Normalized Behavior Type Classification Chart` 1000 - <br /> I. 7Q fs � <br /> - Zone cit/N Soil Behavior Type <br /> R 2 sensitive fine grained <br /> 2 15 1 organic material <br /> �Y 3 0 1 da <br /> I ILS 100 i: 8 �' 4. ® 1.5 silty clay to clay <br /> 5 EM 2 clayey silt to silty ciay <br /> 7 6 ja 2.5 sandy sift to clayey silt, <br /> ,4= 7 3 silty sand to.sandy silt <br /> .L <br /> 8 4 y <br /> sand to silt sand <br /> 9 5' sand <br /> C13 10 ` 5 gravelly sand to sand <br /> a) 11 1 very stiff fine grained <br /> 10 - 12 2 sand to clayey sand <br /> ovemonsolidated or cemented <br /> U <br /> 0 1 2 3 4 5 6 7 8 <br /> Friction Ratio (%), Rf <br /> I!I <br /> k � P <br /> IF Figure 2 <br /> Normalized Behavior Type Classification Chart <br /> i <br /> 1000 E t <br /> Zone Normalized Soil Behavior Type <br /> - <br /> A ..� � • <br /> F <br /> g 1 e sensitive fine grained- <br /> f 2 organic material. <br /> ' Ib ,` 3 . ® clay tasifty clay <br /> Cr <br /> 4 0 clayey silt to silty clay <br /> ` 100 x _ 5 silty sand.to sandy silt <br /> 6 clean sands to silty sands <br /> 79ravelly sand to sande ` <br /> 8 very stiff sand to clayey sand f <br /> 9 yery,stifffine grained <br /> v 10 -- <br /> E N <br /> E <br /> 0 } <br /> Z � <br /> y I <br /> 0.1 1 10 <br /> Normalized Friction Ratio 4 f Ivo x 100% <br /> 1: <br /> EGG <br /> CPTSl1MM-1.20C—Rev. 02-07-31 <br />`� 1 <br />