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= M1 iM = M = = M = M i M M � M � I <br /> "S6I behavior type an based on data From UM-19 3 <br /> VBI In-Sitffesting <br /> Operator: TIM d'ARCY CPT Date/Time: 02-02-01 10:50 <br /> Sounding: 01W042 Location: CPT-1 <br /> Cone Used: HO752TCU2 Job Number: BOYETT PETROLUEM <br /> Friction Rgitio Local Friction Tip Resistance Pore Pressure Diff PP Ratio Soil Behavior Type` <br /> FslQc(%I Fs(Tonlft"2) Qt(Ton/ft"2) Pw(psi) (Pw-Ph)/Qc N Zone:USC-1983 <br /> 0.0 12.0 0.0 14.0 0.0 700.0 -10.0 6.0 -14.0 2.0 0.0 12.0 <br /> 0.00 <br /> 10.00 � 3 <br /> , i I <br /> _ illi-? fill <br /> , <br /> i <br /> 20.00 <br /> ! 1 <br /> I 3 i � i ! 113 <br /> ! <br /> ii <br /> 30.00 <br /> I i <br /> ! f <br /> i ! <br /> . i <br /> , <br /> i i I S f 3 <br /> 40.00 I <br /> i <br /> Depth ! i <br /> , r <br /> 50.00 <br /> I <br /> I ! I I <br /> i <br /> : ! <br /> 60.00 ; <br /> iz <br /> I <br /> 70.00 _....; i <br /> I ' ' <br /> _ E <br /> 80.00 <br /> Maximum Depth=75.95 feet Depth Increment=0.16 feet <br /> 1 sensitive fine grained E 4 sitty clay to clay 07 silty sand to sandy silt 10 gravelly sand to sand <br /> ®2 organic material E 5 clayey silt to silty clay 8 sand to silty sand =>ii 11 very stiff fine grained(") <br /> 03 clay N 6 sandy sift to clayey silt 9 sand 12 sand to clayey sand('} <br />