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"' x r Y s' -nr, gee'` . '-^ < <br /> qFF <br /> �'Sa a irw^-"-�`�' t�=�=�t�` �P�{w� � Vl����V� q � •yP s i : ` cIi`s� <br /> L_u <br /> Non-Normalized Classification Chart <br /> 100 <br /> f- 1i <br /> 100 8 � <br /> 7 <br /> CD <br /> CD <br /> M <br /> a� <br /> 10 <br /> 0 t 2 3 a 5 B 7 8 <br /> Friction Ratio (%) Rf <br /> Zone Qt/ N Soil Behaviour Type <br /> . 1 a 2 sensitive fine grained <br /> 2 M 1 organic material <br /> 3 ® 1 clay <br /> 4 M 1.5 silty day to clay <br /> 5 ® 2 clayey wit to silty day <br /> 6 Q 2.5 sandy silt to clayey silt <br /> 7 3 silty sand to sandy silt <br /> a 4 sand to silty sand <br /> 9 M 5 sand <br /> 10 0 6 gravelly sand to sand <br /> 11 1 very stiff fine grained <br /> 12 Q 2 sand to clayey sand " <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 /> re! (925)313-woo Fax (925)393-MM2 &,ma grep-g(2ecis com <br />