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y "g ,`j'G7.�� <br /> � <br /> sa ".;Le�" ' ificAtic <br /> So% } `1 ,,,, �H,.. � o ' ;r"zic PT- C I <br /> " t� ti <br /> Arv- <br /> assi <br /> e <br /> Non-Normalized Classification Chart <br /> 1000 <br /> 3 <br /> 11 <br /> C7 <br /> 100 a 'a <br /> rn 7 <br /> m <br /> U 10 <br /> O 1 2 3 4 5 6 7 8 <br /> Friction Ratio {%) Rf <br /> Zone Qt/ N Soil Behaviour Type <br /> 1 0 2 sensitive fine grained <br /> 2 1• 1 organic material <br /> 3 ® 1 clay <br /> 4 0 1-5 silty day to clay <br /> 5 Y 2 clayey slit to silty Gay <br /> 6 lR 25 sandy silt to clayey silt <br /> 7 3 silty sand to sandy slit <br /> S 4 sand to silty sand <br /> 9 IN 5 sand <br /> 10 0 6 gravelly sand to sand <br /> 11 1 very stiff fine grained <br /> 12 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 /> Tel (925)313-5soo Fax (925)313-0302 &mar gregg@ecis com <br /> 0 <br />