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GeoEngineers Figure A-8 <br /> Operator: Walsh CPT Date/Time: 9/13/2016 10:30:55 AM <br /> Sounding: CPT-02 Location: Fisherman's Harbor Multi-Family Development <br /> Cone Used: DDG1368 Job Number: 23360-003-00 <br /> GPS Data: NO GPS <br /> IIITip Resistance Friction Ratio Pore Pressure Soil Behavior Type` SPT N* <br /> Qc TSF Fs/Qc(%) Pw PSI Zone: UBC-1983 60% Hammer <br /> 0 500 0 8 -20 50 0 12 0 80 <br /> 0 I I ! I I I I II I I I <br /> , <br /> , <br /> , <br /> 10 1_J L L J _, 1___1_- -_ __1___ 11 LL __1 J__1 <br /> , <br /> I <br /> 1 <br /> r,. <br /> , <br /> 20 T 7 r r 7 T - r7 T - - r 7 7- 77r77- --I r 71 r <br /> • <br /> 1 <br /> Depth C. <br /> (ft) <br /> 40 — — — — <br /> i <br /> I <br /> , <br /> , <br /> , <br /> , <br /> , , I <br /> I i 1 <br /> 1 I <br /> 60 — — — — <br /> 1 11 , <br /> Oo <br /> Maximum Depth=53.81 feet Depth Increment=0.164 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 •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 •12 sand to clayey sand(*) <br /> In Situ Engineering Predrilled top 3 feet <br />