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CPT Interpretations <br /> Figure 1 <br /> Non-Normalized Behavior Type Classification Chart <br /> 1000 - <br /> �`- Zone qt/ N Soil Behavior Type <br /> 1 1 ■ 2 sensitive fine grained <br /> �., 2 ■ 1 organic material <br /> Cr tx 3 ■ 1 clay <br /> 4 ■ 15 silty clay to clay <br /> CU 100 8 g 5 ® 2 clayey sit to silty clay <br /> -0 -3 6 ■ 25 sandy sett to clayey silt <br /> py 7 3 silty sand to sandy sit <br /> C 8 4 sand to silly sand <br /> 9 5 sand <br /> M E 10 6 gravelly sand to sand <br /> 11 1 very st►fffine grained' <br /> C 10 12 N� 2 sand to clayey sand <br /> 0 'overconsoldated or cemented <br /> 1 - <br /> 0 1 2 3 4 5 6 7 8 <br /> Friction Ratio (%}, R# <br /> Figure 2 <br /> Normalized Behavior Type Classification Chart <br /> 1000 4 <br /> Zone Normalized Soli Behavior Type <br /> g 1 ■ sensitive fine grained <br /> b 2 ■ organic matenat <br /> b 3 ■ day to silty day <br /> 4 ■ clayey silt to sity clay <br /> 100 5 silty sand to sandy silt <br /> 6 r clean sands to silty sands <br /> - 7 :_t gravelly sand to sand <br /> N = 8 M very stiff sand to clayey sand <br /> 9 very stiff fine grained <br /> 10 <br /> U � <br /> 4 <br /> Z <br /> 1 <br /> 01 1 1c <br /> Normalized Fnction Ratioqt f�VO 0 x 100% <br /> CP'fSUMM-i 20C-Rev 02-07-31 <br />