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' CPT Interpretations <br /> Figure 7 <br /> Non-Normalized Behavior Type Classification Chart <br /> i <br />' <br /> 100010 <br /> k � 4 Zone qt/ N Soil Behavior Type <br /> p Fir m» 1 ■ 2 sensitive fine grained <br />' Cr ,y M9 'r k,ti ; 2 ® 1 organic material <br /> $ w'" N 4 ® 15 silty clay to clay <br /> cc 100 ' 5 M 2 clayey silt to silty clay <br /> 6 M 25, sandy silt to clayey silt <br /> 7 3- silty sand to sandy sift <br /> �. 8 4 sand to silty sand <br /> (D mar gT �`r 5 sand , <br /> m 30 S gravelly sand to sand <br />' 11 1 very stiff fine grained " <br /> C 10 = 12 j2 2 sand to clayey sand' <br /> O <br /> U 'overconsolidated or cemented <br />' 1 - <br /> 0 1 2 3 4 5 6 7 8 <br /> Friction Ratio (%), Rf <br /> F � <br /> figure 2 <br /> Normalized Behavior Type Classification Chart <br /> 1000 <br /> Zone Normalized Soil Behavior Type <br /> 9 1 ® sensitive fine grained <br /> 'g 2 <br /> '� '""�t tea= organic material <br /> yz 3 ® clay to silty clay <br /> i = �. � ���,a t t'¢' ," ��x 4 M clayey silt to silty clay <br /> 100a `3v 'r� o 5 silky sand to sandy sift <br /> yM1,k? ay ,E.'Yt,fi",t '{,0ir'�y 3 2 aa«r r <br /> 3 g , ,r ^ ,t �rfaa 6 dean sands to silty sands <br /> I '� ,, 7 h gravelly sand to sand <br /> ve stiff sand to clayey sand <br /> m �_"��sY x1 � _ rY YeY <br /> �' in % t r_ th k> 9 ' very stiff finei grained <br /> 0 011 <br /> 10 <br /> N_ <br /> (4 <br /> E <br /> n <br /> Z <br /> 01 1 10 <br /> F� Normalized Friction Ratio is x 100% <br /> fit-crvo <br /> EGO <br /> C>'TSUMM-1 20C—Rev 02-07-31 <br />