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Non-Normalized Classification Chart <br /> 1000 <br /> 10 12 <br /> ,. 11 <br /> s . 9 / <br /> 100 <br /> rn / 7 f <br /> c � � <br /> C <br /> U <br /> 10 "3 <br /> 2 <br /> i <br /> p 1 2 3 4 8 B 7 8 <br /> Friction Ratio (%) Rif <br /> Zone at'/ N Soil Behaviour Type <br /> • 1 p 2 sensitive fine grained <br /> 2 O 1 organic material <br /> 3 ' '0 1 clay <br /> 4 0 1-5 silty day to clay <br /> 5 ❑ ; 2 clayey silt to silty clay <br /> B 0 25 sandy silt to clayey silt <br /> 7 3 silty sand to sandy silt <br /> 8 4 sand to silty sand <br /> 9 5 sand <br /> 10 gravelly send to sand <br /> 11 1 very stt f fine grained ` <br /> 12 ; 2 sated to clayey sand " <br /> overconsolidated or cemented <br /> EGGGeotechnical and Environmental In Situ Testing Contractors <br /> xF r <br /> Los Angeles San Francisco Houston - Aiken <br /> Vancouver - Edmonton - Salt Lake City New Jersey <br /> - Tel (925)313-5800 Aix (925)313-0302 E-mail yregi @ ecis colli <br /> • <br />