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*Soil behavior type and SPT based On data from UBC-1983 <br /> r <br /> �ecision Sampling ln(,j <br /> Operator: WAYNE CPT Datefrime: 02-14-02 14:31 <br /> Sounding: CPT02B Location: IT CALTRANS <br /> Cone Used: 465 Job Number:)M&M 835278 <br /> Tip Resistance Local Friction Pore Pressure Friction Ratio Soil Behavior Type* <br /> Qt(Ton/ft,12) Fs(Ton/ftA 2) Pw(psi) Fs/Q1 Zone:UBC-1983 <br /> 0.0 800.0 0.0 114,0 -20.0 70.0 0,0 12.0 0.0 <br /> 0.00 12.0 <br /> 20.00 ... ..... ....... <br /> ............. <br /> .................. <br /> 40.00 ------ ------ ........4 4------- <br /> th 60.00 ...... ...... <br /> (ft) <br /> 80.00 --------------- <br /> L100-00 <br /> 00'0 <br /> 120.00. . . . . . <br /> L Maximum Depth=100.72 feet Depth Increment=0.16 feet <br /> U r I sensitive fine grained ■4 silty clay to clay ■7 silty sand to sandy silt 10 gravelly sand to sand <br /> 02 organic material 0 5 clayey silt to silty clay ■8 sand to silty sand 0 11 very stiff fine grained <br /> L 03 clay N 6 sandy silt to clayey silt 139 sand ■12 sand to clayey sand <br /> L <br />