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Ai a e } K*� � a T ,rt �� }�'•ah+�4 "'i;,.,��5 tit<ti v � S wr 1"" aroTs ryit r � i� nor '`�`� 'y �j +a <br /> { Y� yr�'�tix: �'~e '`3 " �y.� �, ' ; Y4�� 5 ■�,t�'�y<"W.A ` "S,n 4 <br /> t` <br /> MMR, l`.�u ,' `� <br /> rS i r t e /� jy� `" s i5dv v` ail �F afr,of <br /> O�� w/�'�T-pYl <br /> �`�`aca� 1a,� .s.��w�� � z: ,. `:„� �c�i�C �.��,�4'�3 rxcr���T�r,.�,d,,.�,`'e.,u,.:.�.tzg1'�a�'y>~� >r.�a.�nu�1`��v^c,ar`?�x�,M'�°1r:� •x3��A+' <br /> Non-Normalized Classification Chart <br /> 1000 <br /> C� <br /> 100 8 <br /> m � <br /> Q) <br /> C <br /> 10 <br /> O 1 2 3 4 5 6 7 6 <br /> Friction Ratio (%) Rf <br /> ,,.,Zone A„fQt/;N ,' ' 'Soil Behaviour Type <br /> sensitive fine grained <br /> ;,,'; organic material <br /> r <br /> clay, <br /> r �Psllty day to clay, s <br /> G <br /> ?. �a ayer slit to sixty clay <br /> r� •C M andy silt to alayejr silt <br /> N "1 sI*,`sand to sandy silt <br /> C ' <br /> "`s,and to silly sand, <br /> &arid u <br /> ravelly sand to sand <br /> f) !� <br /> 1s� rY �y <br /> Is tine grained ”w <br /> Gayey sand=" ' <br /> � L <br /> + rdDn "filY 1,so da ed br cemented , <br /> 143at`�r�F�\Y1� frFrl'itl"1b�, J � <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 />