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a�u43'i" r�4 �Cri 5Y sn <br /> Non-Normalized Classification Chart <br /> 1000 <br /> 11 <br /> Zri <br /> 100 S s= yVE+ <br /> 4q <br /> C <br /> �j 10 <br /> 1 <br /> O 1 2 3 4 5 B 7 a <br /> Friction Ratio ('/o) Rf <br /> `� <br /> Zone' Dt't,t - Soil Behaviour Type <br /> six rA c }X r <br /> „z�l sr 1 r 2 isenSitiveYflne grained-;} ,t <br /> ✓'F;5 s <br /> 24- M <br /> i- r fm "}n"!organla matarl>91 v sr�-y rs"}s <br /> "1 <br /> �`SY fKMc- <br /> r .S'as,a ;9r silty clay to CI8Y- <br /> 0" 2 '�<< ��� Cfayey_sllt to silty clay.x�z� <br /> 6 �,® 2.5 s, ,y sandy silt to`clayey silt', , <br /> 7` 3 ,* silty sand to sandy silt <br /> S'; '; ' 4 "sand to silty"sand <br /> 9ri <br /> y 10 r 6 s F gravelly sand to sand <br /> 11, 1 very`stiff fine grained * <br /> 12 M 2 sand to clayey sand" <br /> 1 <br /> " overconsolidated or cemented <br /> EGGGeotechnical and Environmental In Situ Testing Contractors <br /> Los Angeles San Francisco Houston Aiken <br /> Vancouver • Edmonton - Salt Lake City New Jersey <br /> Tel (925)313-5800 Fax (925)393-0302 E-mail gfevo f 2CIS cont <br /> • <br />