Laserfiche WebLink
i3 <br /> CPT Interpretations <br /> Figure 1 <br /> . Non-Normalized Behavior Type Classification Chart <br /> 7, }'�tet16.n� T1-r'•lam: <br /> in <br /> M � Zoiiii , tlaN���S�oi=l-Behavi%Typei - <br /> � <br /> d n :.� r742 'W-,- sensitive fine grained <br /> L $ Clay`to cla ', <br /> t4 100 "� _ 2 aayey silt to slf}/Gays " <br /> VAU6, ®�2 5� "sandy�siti to clayey spit--— <br /> a j7 1 x �3� '�iiilry�san6}tolsandysly <br /> -sand to slity sandy , <br /> 5' sand �~3t <br /> v10f� gravelly sand to'sand <br /> 11 =bravery stiff fine grained* Y <br /> n1 2 <br /> N sand to clayey sand* a <br /> overconWidated or cemented - <br /> U <br /> M C <br /> 0 1 2 3 4 5 6 7 8 <br /> Friction Ratio (%), Rf <br /> • <br /> Figure 2 <br /> Normalized Behavior Type Classification Chart <br /> 1000 1 ra <br /> 7' -_�� -=�`�..�= a�� err• - _ � .� .. - b � - _- _-- <br /> w -Zone Normalized Sod Behavior Type <br /> >1 1- -© sensitive fine grained _ R <br /> b > � 2 r _© _ _ organic material _ <br /> 3 ® ,day to silty clay-_ <br /> 4 - -® clayey silt to silty clay- -- <br /> 100 5 W' ` ® -silty sand to sandy sift <br /> 60 clean sands to silty sands <br /> •6co � ry <br /> 7 --gravelly sand to sand <br /> =very_stq sand to clayey sand <br /> _ r <br /> {F �� � '' A _ 1 9, ti very`stiff fine grained -'' <br /> 10 <br /> E9.• "fit f 'k C `` "e r` <br /> {j •nr$ �ti" Fr e".iR crr n <br /> 01 1 1C <br /> Normalized Friction Ratio 4t fffvo x 100% <br /> CPTSUMM-1 20C_Rev 02-07-31 <br />