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GeoEngineers Figure A-20 <br /> Operator: WALSH CPT Date/Time: 9/14/2016 5:02:34 PM <br /> Sounding: CPT-11 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 I—I- I iii ( F-1--1. <br /> I I I I I l.. I, <br /> �� I iilllI ff <br /> I 41 <br /> 1 <br /> 11 <br /> 10 1 1_1 L_1__--- - 1 - -_ II__1__1- - __L -Ijj <br /> 'i <br /> I <br /> Z <br /> It <br /> r <br /> • <br /> 4f <br /> 20 —r r r r T r r 1- - rrr J rr r — <br /> I <br /> .l <br /> I <br /> I`, <br /> f41 <br /> .-,. ;1, <br /> 30 —1-1 -L _L_ _J--- --1 A-- � -- --1-- 1 --4— L --1--1 J--y'r'-- <br /> • ,H„ <br /> Depth ; <br /> (ft) k 4 <br /> Th <br /> 40 I I <br /> ���'1 Tyr <br /> 1 <br /> I <br /> 50 +-, - - 1-- +-A--- --I--+H--+-- -+--+--4- ----I44+41- -I--+L---+-- <br /> 60 - - - - <br /> SO <br /> Maximum Depth=47.74 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 il 5 clayey silt to silty clay 8 sand to silty sand _.] 11 very stiff fine grained(") <br /> in 3 clay il 6 sandy silt to clayey silt 9 sand U 12 sand to clayey sand(*) <br /> In Situ Engineering <br />