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GeoEngineers Figure A-9 <br /> Operator: Walsh CPT Date/Time: 9/13/2016 11:45:59 AM <br /> Sounding: CPT-03 Location: Fishermans 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 1> I I I I- <br /> 1 <br /> I <br /> r I <br /> f MOM <br /> 4 III <br /> I I ' <br /> 10 1_J L 1 J - 1___1_- -_ __1__1- I- __ ___1_- <br /> I <br /> - I <br /> I I <br /> I I <br /> I I <br /> I I <br /> I I <br /> - I I <br /> 20 7-1 r T T - __T 1__T_- --T _7__7- 11 T rr __T1__T_- <br /> ,I <br /> , I <br /> yl <br /> I �I <br /> 30 —1_1_ _ L L 1 1 _ _ __11__1_- -_1_ 1__1- 11 I_ J_ _I__1_- <br /> • <br /> Depth <br /> (ft) <br /> 40 —T — — — — 'r <br /> < I <br /> I <br /> 50 —+-- ------1-F--4--c --+- -_+ -4- F- -I +4--+ <br /> 60 — - — — <br /> II <br /> 70 <br /> • <br /> Maximum Depth=51.02 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 /> 12 organic material •5 clayey silt to silty clay 8 sand to silty sand 1 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 />