Laserfiche WebLink
CPT Interpretations <br />' Figure 1 <br /> Non-Normalized Behavior Type Classification Chart <br />' 1000 = F�iAs,{( m <br /> r n �M�„r.�yy mil", <br /> � <br /> ;1�0.� KR`��1 �s `r SY Zone qt!N Sod Behavior Type <br /> y g 'S.,; 1 ■ 2 sensitive fine grained <br /> C `" 4 1 2 M 1 organic material <br /> NFE,�° 3 ® 1 clay <br /> 100 -, $ 4 ■ 15 silty clay to clay <br /> _" 55 ® 2 clayey silt to silty clay <br /> ® 25 sandy salt to clayey sdt <br />' 3 silky sand to sandy silt <br /> $ 4 sandto silly sand <br /> c - 9 5 sand <br /> N 10 <br /> 6 gravelly sand to sand <br /> M <br />' (D11 1 very stiff fine grained <br /> C 10 - 12 �!; 2 sand td clayey sand <br /> O <br /> () 'overconsoladated 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 /> x - M1 4 r{N y R v <br /> N ��&j i Zone Normalized Sod Behavior Type <br /> � r t <br /> r 1 ® sensdr4e fine grained <br /> o _ „a <br /> b ���� s'�"�� �< "1s `a1 2 <br /> �� organic material <br />' s 3 ® clay to silty clay <br /> 100 ° > ry " 4 ® clayey silt to silty clay <br /> <�'r`. , < ; '" 5 silty sand to sandy salt <br /> 6 clean sands to salty sands <br /> T 7 � gravelly sand to sand <br /> ' ` S - very staff sand to clayey sand <br /> m po "e 9 very staff fine grained <br /> m <br />' 10 f <br /> _N <br /> (A <br /> 0 <br /> O <br /> Z <br /> 1 <br /> 01 1 ip <br /> Normalized Fraction Ratio qt fx 140% <br /> vo <br /> BGG <br /> CF''fSUMM-1 20C—Rev 02-07-31 <br />