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<br /> n o xr� Yy �ske
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<br /> Yj AY4`r 4 i
<br /> �;r; !'
<br /> T'6t4. 4
<br /> r o s et >s }.,vibt ai t r 1r 4 , , 11gr
<br /> ;�.Ix'�•Sriti 1 i ,y�.tl�ee v er R,�be�ohl A9r4'4 Lfl.i'�x v rr_r s5�7 r�'rVSr
<br /> . n l , Lh� YH r�,✓1 r''�tit 74. rJ� 7 >< $r, � A � «ri `✓,,IV, � e : ST.- 'q s4' " x" t+� TIS
<br /> Non-Normalized Classification Chart
<br /> 1000
<br /> V'q �alrf �� '�
<br /> 17, 001:11i
<br /> _ 4 r s
<br /> [C 100
<br /> A' 7i ti7'SR L,pp' , 2 Y"P
<br /> Cb
<br /> C
<br /> V 1 O
<br /> d� Y
<br /> O 1 2 3 4 5 6 7 8
<br /> Friction Ratio (%) Rf
<br /> n;r' � i
<br /> " Zone z +Qt J,N,�' ;Sotl Behavto>-<teir-Type
<br /> fine
<br /> ,; '
<br /> fin® grained='fi,b
<br /> xl k12,�Ile' +'n;,
<br /> 4Ma ` organic tnaienal � ` t r
<br /> r y' 3`vi9 U LS>s<y�1�." =;;�s Y,y,:fYi ti t: ;f.�:Cl2yr,'ar#ir��a`
<br /> 4, t�®��Z1.5 xl; ,'�°�'�'sllty�Gay to claysn4;
<br /> "S' Y ;;z,,2'«r r,- ,srclayey'siitto5siltyclay ,
<br /> 6 A,}#t�� 2 5�1 sandy silt to ciayey'stlt
<br /> „�,Tr', YIVIzk' F3 s'��'1'� silty saiid;to sandy,slitI'- ,,t
<br /> f 8 ;, _� a;'4 t� :; sand to'silty
<br /> sand c r S
<br /> `r3 9 'rUtro- ryeg5��'t•Y.iS'y..�ir %I�' �.S�,fld»rdif{`f~�-��`r<7+ �1�1
<br /> tY10 t ?;6 4 5FP;° �
<br /> "gravellyj sand to '� :6
<br /> yA -1; ;Y�;,,i1y - ' r -very stiff,fine grained-*'It
<br /> 1� ` f 2 t^�Frar%" ;sand to ciayey,sand�
<br /> th)�r<� sir"a's•kr'sy�, ei `r`" rrr a, f c r_ `�� s 'r i� '.� >>A{
<br /> n'�sty overconsoiidated or'Icemented
<br /> Geotechmcal and Environmental In 5itti Testing Contractors
<br /> MV
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