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! ny' )�hr t j.- Fs.. yr^� !, 2 '.I{ <br /> � 53 s,3 � . �{J <br /> "p, <br /> s4�t? y T5 •c+ v 1 r'i " r } i -Y + rj ...:,.•4 °_�.-- <br /> +(� �r Robeitson <br /> X990) <br /> .,..1: ?v <br /> L i �....., <br /> "5 ,�;�1:.'G.icir•, .r d.. itn..F.. :'+` :i:.r..:•'. k".ra...a,._:r�.wl.a5ay...:L:acd..L:.=s:�._,.a.w;;ie'.:�S;r, .:&`.rs::.wa:�:.+•.�sa•,i:L,e.sa. ese..Ea..xL:.,s..s. <br /> Non-Normalized Classification Chart <br /> 1000 <br /> AO <br /> a 100 r 4 g <br /> yk <br /> � �� k�R <br /> c y✓.d F F L t .G,J r i+ t 4y�� ; <br /> CD <br /> U O ,,,• z .j:.'"'"#. � •,�'" sr .', Ar r .� .,p r�xQ:k7tj . <br /> d��(5c,.�. CF•.. <br /> x. P e4 r- �fli <br /> Friction Ratio (%), Rf <br /> y Zone Qt`/ N} -Soil Behaviour Type. <br /> 2 sensitive fine grained <br /> 2 n a 1 1organic material <br /> 5 <br /> clay," <br /> 4 r I a 1.55 siity clay to ciay <br /> ° <br /> S 2. , `clayey.siittosiltyClay <br /> '; 2.5 ?..sandy silt to clayey,silt �. <br /> silty sand to sandy silt ; <br /> 4. .sand to-silty sand ` <br /> =sand '•.,, h <br /> gravelly sand to sand , <br /> E <br /> very stiff fine grained <br /> sand to clayey sand <br /> .,.E <br /> '!averconsolidated or cemented <br /> r. <br /> Geotechnical and Environmental In Situ Testing Contractors <br /> Los Angeles • San Francisco • Houston - Aiken <br /> Vancouver - Edmonton • Salt Lake City • New Jersey <br /> Fel:(925)313-5800 Fax:(925)313-0302 &mail:Ue&g Cl,ecis.cOm <br />