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*Soil behavior type and SPT based on data from UBC-1983 <br /> r Precision Sampling Dnc. <br /> Operator WAYNF CPT Date/rime 02-13-02 10 20 <br /> Sounding CPT001 Location IT CALTRANS <br /> ` Cone Used 800 Job Number WR 835277 <br />' Tip Resistance Local Friction Pore Pressure Friction Ratio Soil Behavior Type" <br /> Qt(Tonfft"2) Fs(Ton/ft^2) Pw(psi) Fs/Qt(%) Zone UBC-1983 <br /> 00 7000 00 160 -500 4500 00 120 00 120 <br /> 000 <br />' 2000 -- - <br /> 4000 <br /> 60 00 <br /> IWth <br /> (ft) <br /> 8000 - <br /> 10000 <br /> -- - <br />' <br /> 12000 <br /> Maximum Depth=100 72 feet Depth Increment=0 16 feet <br /> 1 sensitive fine grained ❑4 silty clay to clay ❑7 silty sand to sandy silt 10 gravelly sand to sand <br />' ❑2 organic material ❑5 clayey silt to silty clay ❑8 sand to silty sand ❑11 very stiff fine grained(`) <br /> ❑3 clay ®6 sandy silt to clayey silt 9 sand E112 sand to clayey sand(*) <br />