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is f r 1Y' <br /> -V <br /> 7. <br /> j <br /> 3 ,i" <br /> C ,rN .,Robe n.1.990) <br /> I <br /> Non-Normalized Classification Chart <br /> 1000 <br /> 100 <br /> 7 <br /> I <br /> W1. <br /> & <br /> 10 <br /> V <br /> 0 4 5 B 7 <br /> Friction Ratio (%), Rf <br /> Zone W,), Soil Behaviour Type, <br /> "Y'1 0 : sensitive fine grained <br /> 2 <br /> 17; organic meteri..81, <br /> 3 M <br /> 41. siltydayto clay <br /> 5 4, 13 r ­ 2 Gayey slit to silty clay. <br /> 2,5,.+ ,;/- sandy silt to clayey silt <br /> 3--' silty sand to sandy silt <br /> 8 ' sand to silty sand.a <br /> 9 5" sand <br /> k' <br /> 0' gravelly.sand.to sand <br /> very stiff Ina grained <br /> 2;'' :sand -clayey sand <br /> cvrconsoliqated or cemented I <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.(926)313-002 - E-nWl:gregi,,r@ecis.com <br />