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GeoEngineers Figure A-13 <br /> Operator: Walsh CPT Date/Time: 9/13/2016 1:53:22 PM <br /> Sounding: CPT-06 Location: Fisherman's Harbor Mullti-Family Development <br /> Cone Used: DDG1368 Job Number: 23360-003-00 <br /> GPS Data: NO GPS <br /> Tip Resistance Friction Ratio Pore Pressure Soil Behavior Type` SPT N* III <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 r I a ..� <br /> I S� I- i=r 1 . <br /> :I 1 1 1 1 11 r I <br /> I I I <br /> 1 1 <br /> I <br /> 10 ;1—J L 1 J — _I_LJ__1-- —_ - - - — _I11LL 1 <br /> I I <br /> ` 1 [ Jill <br /> 41, <br /> I <br /> ( I <br /> I I <br /> F <br /> f <br /> I I <br /> 20 '-}T-1 r r T 1 j1--r-I--T-— --T -T--T— T T r r JI <br /> --T-I--T-- <br /> I <br /> 1 <br /> I <br /> 1 <br /> I <br /> 1 1 1 1 1 1 1 �a <br /> 5 l l l l l l f h <br /> \r--IJ,—�-+ .._ T, <br /> L30 1_J L L1_J___— __L J__1_— _F1--1___I L J__1J_' 1_ <br /> ID-1 / 13 <br /> I f, <br /> Depth 4 <br /> (ft) y r" <br /> I � <br /> _,_,, <br /> 1 YI <br /> 40 - _ _ _ ,_1 <br /> 1 1 <br /> i <br /> I I <br /> I I <br /> ,,_ <br /> 1 <br /> 1 -,_, <br /> H I sr <br /> }i I <br /> I $ I I I <br /> I , I <br /> I <br /> �J_ I <br /> 50 —-F--II--4-+-Z>-— --+--I--+-— —f+--4---4— I— --+--+-I--+ — <br /> I 1 1 <br /> I '---t--- ` I 'T` <br /> I I <br /> I 1 <br /> 60 <br /> I I <br /> I I <br /> 11 I <br /> 111) <br /> 70 - <br /> Maximum Depth=53.51 feet Depth Increment=0.164 feet <br /> 1 sensitive fine grained •4 silty clay to clay •7 silty sand to sandy silt ii 10 gravelly sand to sand <br /> 112 organic material 1 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 <br /> ,.❑ti,..,.,,,... ,,.,,.....a cnr .,....,a,..,a_.,a.......I for n noo <br />