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CPT Interpretations <br /> Figure 1 <br /> Non-Normalized Behavior Type Classification Chart <br /> ' 1000 = - <br /> 1012 Zone qt/ N Soil Behavior Type <br /> J 11 1 ❑ 2 sensitive fine grained <br /> - 9 2 ❑ 1 organic material <br /> 3 ❑ 1 clay <br /> 4 M 1 5 silty clay to clay <br /> CC; 100 8 5 2 clayey silt to silty clay <br /> 7 6 ❑ 25 sandy silt to clayey silt <br /> x 7 3 silty sand to sandy silt <br /> � x fir' 8 4 sand to silty sand <br /> 9 5 sand <br /> N10 6 gravelly sand to sand <br /> m 7 11 1 very stiff fine grained <br /> tv 12 2 sand to clayey sand ` <br /> 0 "°i 'overconsoiidated or cemented <br /> _2.xRG q `Sir N <br /> 2 <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 /> ' 7 8 - <br /> Zone Normalized 5at1 Behavior Type <br /> 1 ❑ sensitive fine grained <br /> t:) 9 2 organic material <br /> b3- 3 ❑ clay to silty clay <br /> ly 4 ❑ clayey silt to silty clay <br /> 100 5 silty sand to sandy silt <br /> 6 _ 6 clean sands to silty sands <br /> F - 7 gravelly sand to sand <br /> Z SSR 8 very stiff sand to clayey sand <br /> { k 9 very stiff fine grained <br /> m 5 <br /> ' 0 10 w <br /> 4 <br /> 1 G <br /> O r <br /> f� 5,�rax 2 <br /> y r <br /> 1 <br /> 01 1 10 <br /> Normalized Friction Ratio qt fs x 100% <br /> EGG <br /> CPTSUMM-1 20C—Rev 02-07-31 <br />