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it behavior type ands—Sed on data From UBC-1983 ;' ~• <br /> VBI In-Situ - esting <br /> Operator: TIM d'ARCY CPT DateTrime: 11-13-01 12:49 <br /> Sounding: 01W399 Location: CPT-2 <br /> Cone Used: H0752TC U2 Job Number: 01-2085-04 <br /> Friction Ratio Local Friction Tip Resistance Pore Pressure Diff PP Ratio Soil Behavior Type` <br /> Fs/Qt(%) Fs(ToNft^2) Qt(Tonlft^2) Pw(psi) (Pw-Ph)IQt(%) Zone:UBC-1983 <br /> 0.0 10.0 0.0 12.0 0.0 500.0 -5.0 20.0 -3.0 2,0 0.0 12.0 <br /> 0.00 Is I <br /> i <br /> "1 <br /> Lj j <br /> 10.00 <br /> T fr <br /> y <br /> i <br /> P! I <br /> I- <br /> 3 <br /> E r <br /> I i i <br /> ! <br /> I i ! <br /> E i r r <br /> i i r <br /> ' 20.00 ;-I-;...i._i_. I-_._....._L......r......>._ ....�..._ i .. I -�-_.,_......z_._...L... _ .i_...... .....i ........ <br /> ...3.. <br /> r ; <br /> I i I <br /> j I i i i <br /> ; <br /> 1 I ! <br /> r"_ .. ..�..._....�._._._i_ _j30.0i -A 'i ._.. ` <br /> i ! I f 1 I <br /> I <br /> Depth k ' l I i I �k i <br /> I i <br /> r , <br /> 1 <br /> 40.00 l :...L <br /> _.3.... _...i._ _ I ... <br /> I E ! <br /> i <br /> 50.00 .......... <br /> ' �- <br /> i <br /> j <br /> i I i <br /> i <br /> 0 <br /> Ili E i i i � &0 <br /> i <br /> r <br /> I <br /> j <br /> 60.00 if.I;! . E � I _ ._ -.._II <br /> .._ <br /> ! <br /> I i r <br /> i <br /> ! r I ! <br /> I I ' i I <br /> ' I1 II <br /> i I <br /> I <br /> I I <br /> 1 <br /> I <br /> 70,00 ii irij i i ill <br /> Maximum Depth=58.23 feet Depth Increment=0.16 feet <br /> ni 1 sensitive fine grained ®4 silty clay to clay 07 silty sand to sandy silt g;10 gravelly sand to sand <br /> 02 organic material ®5 clayey silt to silty clay "'.8 sand to silty sand 11 very stiff fine grained(') <br /> 93 clay ®6 sandy silt to clayey silt " 9 sand ®12 sand to clayey sand(`) <br /> _ 1 <br />