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tC SPT C]a,�- -a al?01 c �"137,rl + T'�' <br /> i <br /> Non-Normalized Classification Chart <br /> 1000 <br /> 10 12 � <br /> 9 <br /> a 100 r <br /> 7 ` <br /> C 7 10 <br /> rr'y <br /> ai a Fia ry R <br /> E' r <br /> 2 <br /> 1 <br /> 0 1 2 3 4 5 fi 7 8 <br /> IFnetion Ratio (%), Rf <br /> Zone p Qt I N Soil Behavlour Type ; <br /> 1 0 ! 2 {_ "sensitive fine grained <br /> ,��,"-2 L7 'I., <br /> 1� ` � organic material <br /> F=a 3 1 'r� J� v ry" clay <br /> Y, 4 E3 a 1:5 ' silty day to clay $ <br /> Z 2 " clayey sit to salty clay <br /> / , + 6 2.5 sandy silt to clayey salt <br /> 7 3 silty sand to sandy silt ,U IA j <br /> 8 qJ+4 sand to silty sand <br /> �y ,M 9 �6 sand <br /> 10 , _1 6 L. gravelly sand to sand <br /> 11; m" `;: `1�r very strif fine grained <br /> 12 � Uy2 sand to Gayey sand <br /> .e� ryll <br /> . n , <br /> ;y <br /> w,t?� � <br /> overconsoladated 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)313-0302 E-mail gregg@ecis com <br /> I <br /> I <br />