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Y FI, <br /> S <br /> A 1�f1 �r F i ��r rr�iu3 lr, -/ P A�'�oPtf x'E/r'aUf Fr E�,sr7jrr �1y%,^k� <br /> IR.. <br /> l tr%f l�� � ritir/f PT <br /> ' �r ° - � -.- r•L5 -._�, r�tE f , »3rl ; 'n;�a�G�'� o� l �W/y� "ix.�l�.� rf„'f�fi1 +/r ,f� l�c'+{�,�- #..] tw$�� <br /> Non-Normalized Classification Chart <br /> 1000 <br /> } 100 <br /> I rn <br /> c <br /> m <br /> frj 10 <br /> 1 <br /> p 1 2 3 4 5 B 7 8 <br /> Friction Ratio (%) Rf <br /> Zone '` yQt INj. .;Sor;l�Beliwlo�r Type 1 <br /> 1 � 2 sensitive Lfiiie`�gr�lnedf . <br /> 2 a 1orga>ii1Sri' fiol <br /> y 4 ■ 1 silty ciay,to ciEl <br /> 5 2 clayeyN.slit to;silty slRY' <br /> 7 � 3 rS z �Iltx aentl to sandy slit � ;� <br /> h ' r � � : sand to silt sand } <br /> `10 ® B ` gravelly send to sand <br /> 11 1 r very stlt<f fine{grelrr�,dr`”" <br /> 12 2 sand#d clayey sand <br /> * overconaolidatetl or`cemeited <br /> fGeotechnical and Environmental In Situ Testing Contractors <br /> EGG <br /> Los Angeles • San Francisco - Houston • Aiken <br /> Vancouver - Edmonton • Salt Lake City • New Jersey <br /> { Tel:(925)373-5800 - Fax:(925)393-0302 - E-mail:gregg@ecis.com <br /> Ir <br /> lI <br /> t . <br />