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'Soil behavior type and&ased on data from USC-1983 VB1 In-Situksting • <br /> Operator: TIM dARCY CPT Date/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 Pore Pressure Diff PP Ratio Soil Behavior Type* <br /> Fs/Qt(%) Fs(Ton/fi:112) Qt(Ton/ft,,2) Pw(psi) (Pw-Ph)/Qt(%) Zone:UBC-1983 <br /> 0.0 10.0 0.0 12.0 0.0 500.0 -10.0 80.0 -1.0 8.0 0.0 12.0 <br /> 0.00 '-F+4–L I I I I I I I I <br /> 10,00 —.1 <br /> -t - t <br /> ..........– <br /> 20.00 <br /> 30.00 ............ ....... .... <br /> Depth <br /> .......... <br /> 40.00 <br /> 50.00 <br /> -z __T I- ......... <br /> E i F. <br /> 60.00 ............. <br /> T <br /> 1 T I <br /> 1-7 <br /> T i <br /> — <br /> 70.0() <br /> Maximum Depth=66.44 feet Depth Increment=0.16 feet <br /> I sensitive fine grained 04 silty clay to clay 0 7 silty sand to sandy silt i 7-j 10 gravelly sand to sand <br /> 2 organic material 5 clayey sift to silty clay 8 sand to silty sand 11 very stiff fine grained <br /> N3 clay 0 6 sandy sift to clayey silt 9 sand VE 12 sand to clayey sand <br />