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1 <br /> CPT Interpretations Page 617 <br />' Interpreted Description Equation Ref <br /> Parameter <br /> MSF Magnitude Scaling Factor See Reference 10 <br />' FofS Factor of Safety against liquefaction — FS=(CRR7 51 CSR)MSF 10 <br /> Liquefaction Statement indicating possible liquefaction Takes into account FofS and limitations based Ic 10 <br />' Status and gclncs <br /> 1000 = <br /> Y <br /> 9 h 11 Zone qt/N Soil Behavior Type <br /> Cr <br /> 1 ■ 2 sensitive fine grained <br /> t`0 100 8 2 ■ 1 organic material <br /> 3 ■ 1 clay <br /> _ 7 4 2 1 5 silty clay to clay <br />' C <br /> 5 ■ 2 clayey silt to silty clay <br /> r` 6 ■ 25 sandy silt to clayey silt <br /> � <br /> �� 7 3 silty sand to sandy sett <br /> m a 4 sand to silty sand <br /> 9 i 5 sand <br /> a 10 _ 10 * 6 gravelly sand to sand <br /> O 11 1 very stgrained <br /> U 12 � 2 sand too clayey sand <br /> 'overconsolidated or cemented <br /> 1 - <br /> 0 1 2 3 4 5 8 7 8 <br /> Friction Ratio (%), Rf <br />' Figure 9 Non-Normalized Behavior Type Classification Chart <br /> 1 <br /> 1 <br /> 1 <br /> 1 <br /> CgQE EC <br />' CPTSUMM-MethodsV122a-Rev 06-30-2004 ° "�� <br />