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"Soil behavior type and 0— ased on data from UBC-1983 VB1 In-Shoesting <br /> Operator: TIM d'ARCY CPT Date[Time: 11-13-01 12:49 <br /> Sounding: 0IW399 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(Ton/ft'2) Qt(TorVft"2) Pw(psi) (Pw-Ph)/Qt(%) 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 <br /> 10.00 <br /> 20.00 ....... ...... <br /> i 1 j <br /> 30.00 .............. <br /> Depth <br /> (ft) <br /> 40A0 -7 .................... <br /> 50.00 –L <br /> 4 <br /> .00 <br /> Go <br /> .............. . . . . . <br /> 70.00 <br /> Maximum Depth=58.23 feet Depth Increment=0.16 feet <br /> 1 sensitive fine grained 04 silty clay to clay 0 7 silty sand to sandy silt .,"110 gravelly sand to sand <br /> 82 organic material 0 5 clayey silt to silty clay ::_,8 sand to silty sand U 11 very stiff fine grained <br /> 3 clay ■6 sandy sift to clayey silt 9 sand ■12 sand to clayey sand <br />