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-Soil behavior type and SPT based on data fromUBC1983 <br /> Precision Sampling <br /> Opera*eC TATUM CPT Date/Tin)NO02-19-01 08:37 <br /> Sounding: geo001 Location: 102 Wilson Way <br /> Cone Used: 465 Job Number cpt-05 <br /> Tip Resistance Local Friction Pore Pressure Friction Ratio Soil Behavior Type' <br /> Qt(Torl Fs(Ton/ft-2) Pw(psi) Fs/Qc(%) Zone:UBC-1983 <br /> 0.0 450.0 0.0 16.0 -25.0 15.0 0.0 12.0 0.0 12.0 <br /> 0.00 <br /> r r r <br /> rr <br /> 20.00 <br /> r <br /> r <br /> 40.00 ------- _�_,_,_, � � _�_,_,_, ._iL <br /> r r <br /> r <br /> 60.O0 <br /> r <br /> Depth <br /> 6.00 <br /> (ft) <br /> 100.00 <br /> 12000 __ _ ____ <br /> j <br /> r <br /> r r <br /> 140 00 <br /> 16.00 <br /> Maximum Depth=145.67 feet Depth Increment=0.16 feet <br /> 1 sensitive fine grained 04 silty clay to clay i 7 silty sand to sandy sift 10 gravelly sand to sand <br /> 2 organic material 0 5 clayey silt to silty clay 8 sand to silty sand 11 very stiff fine grained(') <br /> 03 clay 0 6 sandy silt to clayey silt 9 sand 0 12 sand to clayey sand(') <br />