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roil 6ehayior type an*basad on data from Zone Li6C 1983 . <br /> VBI In-Sit*estin <br /> 9 <br /> Operator VIRGIL A BAKER CPT Date/Time 06-23-00 09 35 <br /> Sounding OOW089 Location CPT-2 <br /> Cone Used HO 684 TC-U2 Job Number 12118 <br /> Friction Ratio Local Friction Tip Resistance Soil Behavior Type' SPT N' <br /> Fs/QC(%) Fs(Tonlft^2) Qc(Ton/W2) Zone Zone UBC-1983 60%Hammer <br /> 00 100 40 120 00 <br /> 0 00 6000 00 120 00 1600 <br /> �i�rr�.arw„ <br /> F <br /> i <br /> 1000 <br /> 2000 <br /> 3000A, <br /> Depth <br /> 40 00 <br /> 50 00 <br /> �7 <br /> 13000 <br /> 7000 <br /> 8000 <br /> Maximum Depth=62 50 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 id 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 EQ sand to clayey sand(') <br />