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'Soil behavior type an*ased on data from UBC-1983 VB1 In-Shoesting 0 <br /> Operator: TIM d'ARCY CPTDate/Time: 11-13-01 09:18 <br /> Sounding: 01W398 Location: CPT-1 <br /> Cone Used: H0752TC U2 Job Number: 01-2085-04 <br /> Friction Ratio Local Friction Tip Resistance Soil Behavior Type* SPT N* <br /> Fs/Qt Fs(Ton./ftA2) Qt(Ton/ftA2) Zone:UBC-1983 60%Hammer <br /> 0.0 10.0 0.0 12.0 0.0 500.0 0.0 12.0 0.0 200.0 <br /> 0.00 <br /> 10.00 ........................................................... <br /> 20.00 .......... <br /> ........... .. <br /> 30.00 .. <br /> Depth <br /> 40.00 ............................. <br /> 50.00 1 <br /> .............. ....................... <br /> .............. <br /> ---------- <br /> 1 7 1 1 1 11 <br /> 60.00 <br /> 70.001 LL <br /> Maximum Depth=66.44 feet Depth Increment=0.16 feet <br /> I sensitive fine grained 94 silty clay to clay 07 silty sand to sandy silt 10 gravelly sand to sand <br /> 02 organic material E 5 Clayey Sift to Silty Clay .-- sand to silty sand Fj 11 very stiff fine grained <br /> E3 clay E 6 sandy sift to clayey sift 9 sand 0 12 sand to clayey sand <br />