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*SoilbehaviortypeandSPI basedondatafrom JHUtyxs <br /> Precision Sampling <br /> OperatDr C TATUM CPT Date[Finvw02-19-01 10:49 <br /> Sounding. geo003 Location: 102 Wilson Way <br /> Cone Used: 465 Job Number cpt-01 <br /> Tip Resistance Local Friction Pore Pressure Friction Ratio Soil Behavior Type` <br /> Qt(Ton/ft"2) Fs(Ton/ft"2) Pw(psi) Fs/Qc(%) Zone:UBC-1983 <br /> 00 600.0 0.0 16.0 -15.0 20.0 0.0 10.0 0.0 12.0 <br /> 000 <br /> f <br /> r r r r rrrr <br /> r . <br /> 20.00 <br /> r r r r r r r . rrrr . <br /> r r r r , r r r r rrrrr <br /> r . r <br /> 4D.M <br /> r r • r <br /> M r • • r r r r r r <br /> i i r <br /> W.DD <br /> r <br /> r <br /> i <br /> ry0 r <br /> r�A BD.W i L� _L <br /> •'vl^rr i <br /> (ft) <br /> IM.M _ Y___ <br /> 1 � i <br /> r r r r <br /> r <br /> 12D.OD <br /> r r r r r <br /> 140.00 <br /> 160.00 <br /> Maximum Depth= 144.36 feet Depth Increment=0.16 feet <br /> 1 sensitive fine grained N 4 silty clay to clay E7 silty sand to sandy sift 10 gravelly sand to sand <br /> "4 2 organic material '_5 clayey silt to silty clay 8 sand to silty sand 11 very stiff fine grained(`) <br /> 03 clay IN 6 sandy silt to clayey silt 9 sand E 12 sand to clayey sand(`) <br />