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.7 <br /> CPT Interpretations <br /> Figure 1 <br /> 1.10 Non-Normalized Behavior Type Classification Chart <br /> 1000 u <br /> Zone 1 N Soik Behavior Type <br /> '.£C{ �fV'�TxS SI..v �A - 1_}... i .. F -.y Y -• 5 <br /> +: 9�x�s 'rk � :t 2 ,;.® 1 `A organ�cmatenal <br /> 100 8 4 1 3 silty clayta clay <br /> xc « ' <br /> yr clayey silt to silty cisy <br /> 2 b , sandy silt#o clayey,silt <br /> 7 3 silty.sandito sandy i <br /> sand to silty.sand <br /> S i 5 . J sand <br /> ' t 10 g gravelly sand to sand <br /> 11 Mn <br /> 1 very stiff fine`grained" <br /> C <br /> 10 - 12 2 sandto clayey sand' <br /> O <br /> (.) 'overconsohdated 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 /> • �{}; A'b'p A� E.1[-y�[ ��'��} � , '. _ <br /> Zone NormalizedySoil Behavior.Type <br /> g 1 ® aine <br /> d <br /> sensitive gr <br /> S3 v��`a�';b' '�. x _ <br /> 2 organic material, <br /> �' j - ,� 8 ® abyto;s�ltyclay...... <br /> 4 . ® , olayey silf#o s�lty`Clay <br /> 100 Y�' r 3zx s silty`sand to sandy's�lt <br /> XAclean sands:ta silty sands <br /> -gravelly sand to sand <br /> � °' � very stiff,sand to clayey sand <br /> r$l a a f $r r� x.32 fl 9 . vpry,stiff-fine grained <br /> 1L P <br /> A ` <br /> 10 maim <br /> E <br /> 0 <br /> Z .+ <br /> 1 <br /> 0.1 1 10 <br /> Normalized Friction Ratio of f 6Vo x 100% <br /> EGG <br /> CPTSUMM-1.200-Rev.02-07-31 <br />