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GeoEngineers Figure A-10 <br /> Operator: WALSH CPT Date/Time: 9/15/2016 11:09:08 AM <br /> Sounding: CPT-04 Location: Fisherman's Harbor Mullti-Family Development <br /> Cone Used: DDG1368 Job Number: 23360-003-00 <br /> GPS Data: NO GPS <br /> STip 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 _--f <br /> , , <br /> I 7, <br /> I IIIII , I <br /> k <br /> s <br /> I I <br /> 10 i-i i _i _ —_r fi__i__ —_i__i--__ JJ11_ ±'=,__i___i-- <br /> 1--F" <br /> I li <br /> I <br /> IZ____ <br /> 20 T r 7 7 r — — r\ T <br /> 1 <br /> I <br /> 1)-2 1 <br /> I 1 1 I i.rr 1 , <br /> I I <br /> 7>, I I I I I{, <br /> • ,,, <br /> It <br /> , <br /> Depth 11 <br /> (ft) I ,,E <br /> f rr <br /> , I y <br /> 40 — , IIIi.1 — <br /> _ <br /> T I I ' I I. I4. <br /> 5 I l i I- I �,J <br /> j <br /> I <br /> 50 —+--1 -}-+--I---- -- -I--+-- —-+--+---I— I— — •-+ -I---+ :' <br /> -.II r 11 <br /> �T�, *I <br /> 2 1 I 1 <br /> s 71 <br /> LT-1--1-1__ (I____1_ SH- <br /> 60 - — —� — 1 --- <br /> SO <br /> Maximum Depth=60.70 feet Depth Increment=0.164 feet <br /> U 1 sensitive fine grained •4 silty clay to clay ni 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 4 feet <br />