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GeoEngineers Figure A-25 <br /> Operator: WALSH CPT Date/Time: 9/16/2016 2:28:02 PM <br /> Sounding: CPT-19 Location: Fisherman's Harbor Multi-Family Development <br /> Cone Used: DDG1263 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 rim I I j 1 1-4 <br /> 1 ) is <br /> L y 1 <br /> i.r I C i <br /> I 1, <br /> 10 f L 1 J — _J_L L —_Q_ J— J 1 1 L L J I L — <br /> i ➢ I <br /> F. i1 1 <br /> r 1 <br /> I --7 i i i I i <br /> [) � i I i <br /> 4 _ I .1 <br /> 1 <br /> fi 1 I <br /> 1 <br /> 20 — — — <br /> r r r -I _, r � rr — rrr �',, rr� <br /> i <br /> --, i I k_ <br /> II <br /> ±"--1... <br /> Zr <br /> i <br /> -- -- <br /> 30 —1-1 1 1 1 ' �__LJ_I_1_— --1--1__1— _ L_ --- J__1-7 <br /> • <br /> Depth <br /> (ft) <br /> 40 — — — <br /> 50 —+- ,-; _ -- --_1--r - -1-,-- - - +--;---- ----I-I-+,-I— -- - F+--+-- <br /> 60 — — — <br /> • <br /> 70 <br /> • <br /> Maximum Depth=29.69 feet Depth Increment=0.164 feet <br /> 1 sensitive fine grained II 4 silty clay to clay ■7 silty sand to sandy silt •10 gravelly sand to sand <br /> 2 organic material 15 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 /> ...i v...v....................d coT ti....-..+.....4..4..s......,i for +noo <br />