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CPT Interpretations <br /> Figure 1 <br /> Non-Normalized Behavior Type Classification Chart <br /> 1 000 tR F) 4x1 <br /> ,10u; , e' 1 Zone qt/ N Soil Behavior Type <br /> ` z„ x 2 � <br /> ■ 2 sensitive fine grained <br /> 2 ■ 1 ' organic material, <br /> CT <br /> 3 ■ 1 clay i <br /> L 1 YYmLL„ y` � 4 ■ 1 5 silty clay to clay <br /> M 100 t�" $ r �0 5 ® 2 clayey silt to silty clay <br /> -0 - r7 F 6 ® 26 sandy silt forclayey slit <br /> 0) 7 0 3 silty sand to sandy silk <br /> 8 4 sand to silly sand <br /> «n 9 Z] 5 sand <br /> N 10 6 gravelly sand to sand <br /> t>Q 11 1 very stiff fine grained <br /> (D 10 - 12 E3 2 sand to clayey sand " <br /> overconsohdated or cemented <br /> 1 0 1 2 3 4 5 6 7 $ <br /> Friction Ratio (%), Rf <br /> Figure 2 <br /> Normalized Behavior Type Classification Chart <br /> 1000 <br /> Zone Normalized Soil Behavior Type <br /> o ;,° " ^,``� n z 1 ■ sensitive fine grained , <br /> `� 't t,° ,'-�� ' `` W 9 <br /> b 2 ■ organic material <br /> #J <br /> 3 ■ clay to silty clay <br /> �� %�' �- n r " 4 ® clayey silt to silty clay" <br /> 100 5 E3 silty sand to sandy silt <br /> s <br /> 6 D clean sands to silty sar ids ` <br /> 7 G gravelly sand to sandCZ <br /> ' <br /> 8' D very stiff sand to clayey sand <br /> N r�� ,°� }K '_ 9 - very stiff fine grained <br /> U41 <br /> - <br /> 0 10 , <br /> a) <br /> N <br /> CO <br /> E <br /> L <br /> P <br /> Z <br /> 1 <br /> 01 1 10 <br /> Normalized Friction Ratio qt _(Tv o x 100% <br /> QREGG <br /> CPTSUMM-1 20C—Rev 02-07-31 wiliffiliffiam <br />