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GeoEngineers Figure A-23 <br /> Operator: WALSH CPT Date/Time: 9/16/2016 1:23:31 PM <br /> Sounding: CPT-14 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 /> 1 1 <br /> I 1 1 1 I 1 11 ,L.,:.,,., i f l I <br /> r <br /> , r --r: rI <br /> 10 f 1_J L L 1 J — J_ J__1_— ____1__J— _I J J 1 1 L L ___1___1 <br /> I I I <br /> tl <br /> it <br /> -, <br /> Z. <br /> 20 —T-1 r r T 1 1 T T T_ <br /> I TI <br /> 1 TI I <br /> ,_,,� II r <br /> ,. „1-f <br /> i_. , <br /> , ,-,_L <br /> 1 1 <br /> 30 -1 L L 1 J — __1 J_-a_— —_1__1__1— L J__1__1 <br /> `1 -- <br /> 411 <br /> Jr <br /> ,„, <br /> Depth r'- <br /> (ft) <br /> 40 — — - <br /> 50 —1--I 1 L + - — --+-i -+-— —-+--+---I— I----I-4-}++I— ---+-I--+ <br /> 60 — — — — — <br /> 70 • <br /> Maximum Depth=39.70 feet Depth Increment=0.164 feet <br /> 1 sensitive fine grained 4 silty clay to clay I♦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 Al 11 very stiff fine grained(*) <br /> .3 clay •6 sandy silt to clayey silt 9 sand Mi 12 sand to clayey sand(*) <br /> In Situ Engineering <br />