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CPT Interpretations <br /> Nan-Normalized Class cation Chart <br /> loon <br /> 2 <br /> a <br /> Q jr <br /> s T <br /> 100 8 <br /> my' <br /> G CD 10 l k <br /> a <br /> U <br /> 1 <br /> 0 1 2 3 4 5 6 7 a <br /> Friction Ratio (%), Rf <br /> Normalized Classg6cation Chart <br /> 1000 <br /> 10 12 Zone OtI N Soil Behavmr Type <br /> I s 2 sansAA4 fine grained <br /> ` 2 a i organlc matedal <br /> 3 0 iCLOY <br /> s 4 ■ 15 sity CW to clay <br /> e�" r 5 to 2 clayey ant to aft day <br /> 100 B a 2.5 $andy sit to clayey silt <br /> 7 3 <br /> 8&g a 4 and to silty$and <br /> g Is 5 sand <br /> T <br /> 10 ,0 6 gravtlly sand/o nand <br /> dF =r 11 1 very stiff 11ne grained' <br /> 7 L`✓ 12 2 sand to clayey sand' <br /> 10 <br /> 586 <br /> t' 'y Yr ti <br /> Z <br /> t i <br /> l <br /> 01` 7 10 <br /> Normalized Fnclrori Ratio fs x iQ0°/ <br /> '�1"�vo <br /> Figure 1 Non-Normalized and Normalized Soil Behavlaur Type Classrficatfon Charts <br /> �' CONETEC <br />