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`Soil behavior type and SPf based on data from UBC-1983 <br /> Precision Sampling <br /> Operator: WAYNE CPT Date/Time: 01-11-02 10:14 <br /> Sounding: BOR003 Location: CHEVRON WEST <br /> Cone Used: 465 Job Number: 20-0764 <br /> Tip Resistance Local Friction Pore Pressure Friction Ratio Soil Behavior Type' <br /> Qt(Tontft^2) Fs(TontfM2) Pw(psi) Fs/Qt(%) Zone: UBC-1983 <br /> 0.0 450.0 0.0 14.0 -10.0 60.0 0.0 14.0 0.0 12.0 <br /> 0.00 <br /> 10.00 -F .-1-....4 }.....1._..y-�.1-. . I_!.y_I. <br /> 30.00 ?..... ....-«...__.._L _ i <br /> 40.00 .. r. .a..._} i.._.4... 1..._;... 4..4..1 . 4.. <br /> • <br /> Depth 50.00 - <br /> : <br /> OOAD <br /> i <br /> ! � i <br /> i ! <br /> -ry�MM <br /> I V.W <br /> t <br /> 80.00 4 <br /> 1 <br /> I <br /> : <br /> W.W •_�I� i .�....._.._..._[._..y....1.. <br /> 100.00 <br /> Maximum Depth=90.55 feet Depth Increment=0.16 het <br /> 1 sensitive fine grained 04 silty clay to clay 07 silty sand to sandy silt 10 gravelly sand to sand <br /> 02 organic material X 5 clayey sift to silty clay 8 sand to silty0 <br /> sand 11 very stilt fine grained(') <br /> 03 clay 0 6 sandy,sift to clayey sift 9 sand 0 12 sand to clayey sand(') <br />