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Soil behavior type and SPT based on data From zone UBC 1983 <br /> • VBl In-SituWsting r <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 Pore Pressure Diff PP Ratio Soil Behavior Type` <br /> Fs1Qc(%) Fs(Tonlft"2) Qc(Tonlft"2) Pw(psi) (Pw-Ph 1Qc <br /> ) (%) Zone Zone UBC-1983 <br /> 00 100 00 120 00 6000 -150 200 -150 100 00 120 <br /> 000 <br /> I ' <br /> 1000 <br /> 3 <br /> Ir 9 <br /> 2000 <br /> 3000 <br /> � f <br /> Sfy <br /> Depth 4000 <br /> (ft) I ' <br /> 5000 <br /> 6000 <br /> i <br /> 7000 <br /> 80001 <br /> I <br /> Maximum Depth=62 50 feet Depth Increment=0 16 feet <br /> 1 sensitive fine grained ❑4 silty clay to clay 117 sin,sand to sandy silt 10 gravelly sand to sand i <br /> 2 organic material ❑5 clayey sift to silty clay 8 sand to silty sand _ 11 very stiff fine grained(") <br /> 0 3 clay 0 6 sandy sift to clayey sift 9 sand ®12 sand to clayey sand(') <br />