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CPT Interpretations <br /> Figure 9 <br /> Non-Normalized Behavior Type Classification Chart <br /> 1000 _ <br /> Zone qt/N,- Soil Behavior Type <br /> 7 ■ 2' bensit, efine grained, <br /> 2 x® 1 organic material <br /> .3 r® 1 ,-0 day <br /> 4 , -f 15 silty day to <br /> stay <br /> t�0 100 R 8 50 2 9 clayey,silt m silty clay <br /> 6- ® 2.5- sandysittto clayey,silt <br /> y 7 9S ' 3, +silty sandtosandy""sail; <br /> 8 A ` - `'sand to sdtty sand <br /> y - _ <br /> J 9�- 5a sand_ 1-. <br /> m10 0 6 gravelly sand,to sand <br /> 11 , - 1" 4irery strtT fire gt?ined r <br /> O10 12 ® > 2 --,sand to,clayey sand ' <br /> {.? *overconsoldated or cemented t <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 /> Zone} Normalized Sod Bettavlo , ype;4 <br /> s,`® -setfsiWe fine grained <br /> b 2- ® :;` organic matenal- <br /> r r <br /> OO 'T3 .,�'sl ,,`�v .,daytoiltycfay <br /> 4' ­­111-61 y clayey silt to saty day - r <br /> 100 5 ;ri�,; sjttysand to-sandysi8e- <br /> 6 ;clean `sands tD silty sands <br /> 3r 7 z" ilil gravelly sand to sand ' <br /> ,8 ^ E very stiff sand io clayey'sand s <br /> m 9 rvery stiff fine <br /> it -grained <br /> s <br /> O <br /> ro 10 a_ <br /> N <br /> [t1 <br /> O <br /> Z <br /> 1 <br /> 01 1 10 <br /> Normalized Friction Ratio 4t f avo x 100% <br /> CPTSIlMM-1 20C—Rev 02-07-31 <br />