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°+i <br /> ' ,i <br /> �qaQ' T,Classfficarton,00 <br /> Gs l <br /> x� °f ��" %e 'f� F l �`A 1rs# {?4�� , <br /> ip �� T s s �y yg � (aftrl l# i Y� cwL� rx qd7 i��L3uaa * � <br /> .�kV�S Y`:'. ' ....s',«s T' ,..._-....i�.�3„ss�i".,,u.. rt u.yi�. r ..w,.��.�i€??.LZ cg's E..'�..>�Llx K'�v:".6..6".:",.a..�.ti" ,.,. <br /> Non-Normalized Classification Chart <br /> 1000 <br /> "r <br /> 12 r, s <br /> 100 , <br /> rn 7CQ <br /> f Iu <br /> CD <br /> rw <br /> x <br /> { <br /> 1 0 1 2 3 4 5 6 7 $ <br /> Friction Ratio (%) Rf <br /> !'""-x„rr.--r- --•F a- •f-•a--n "' - r-ter--m r... r —, ry •••__ <br /> r..�� � � r ••til <br /> Zone ` Qt/ N Soil Behaviour Type 's <br /> 1 1■ > 2 sens'itwe%15ne grained � { <br /> 2 ® 1 organic material { <br /> °r 3 El rl . clay , <br /> 40 15 , `silty day to clay <br /> 5 x Q 2 ,, clayey Silt to silty clay <br /> 2sandy silt ti alayey,silt} <br /> T 3 silty sand to sandy silt s <br /> g'` 4 a•, ,' °sand to salty sand r <br /> 9I i 5 ,sand , <br /> 14 k 4L3 <br /> , 6 gravelly sand to sand <br /> 11 1 very` stiff fine grained ", f <br /> 12 F �� ' ,r2�� °, a sand to clayey sand"tiF <br /> r t< <br /> overcons.Nidated or cemented r <br /> EGGGeotechnical and Environmental In Situ Testing Contractors <br /> Los Angeles - San Francisco - Houston Aiken <br /> Vancouver Edmonton - Salt Lake City • New Jersey <br /> SIM <br /> e Te! (925)913-5800 Fax (925)313-0302 E-mailrgreegg@ecis com <br /> i <br />