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GeoEngineers Figure A-16 <br /> Operator: WALSH CPT Date/Time: 9/14/2016 2:19:32 PM <br /> Sounding: CPT-08A Location: Fisherman's Harbor Mullti-Family Development <br /> Cone Used: DDG1368 Job Number: 23360-003-00 <br /> GPS Data: NO GPS <br /> IIITip 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 /> I llll ICI <br /> I <br /> 1 1 1 1 I;a' 1ri. <br /> 1 <br /> 1 <br /> 1 <br /> I 1. <br /> x <br /> 10 i J __L_ -_ __1__L- - 1_ L'__1___1_- <br /> 11 <br /> If <br /> II <br /> 1 1 <br /> 11 1 111 <br /> ff <br /> J II <br /> 20 T , r r T r1 Tr T - N. _ Tr I- -C.--T 1--T-- <br /> -f <br /> 1 <br /> 1 I II I_p 11 <br /> Jl , I ..-F'� <br /> I I I..:.. <br /> 30 1_J L L J __1 4__1_- -1__1__J- I- -I__1J__1J- <br /> III <br /> Depth <br /> () <br /> (ft) <br /> 50 + -4 F- ✓- - - —I-- --+-- - --"I'--4- - -- <br /> H <br /> 60 — — — — <br /> 410o <br /> Maximum Depth=54.79 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 /> III 2 organic material •5 clayey silt to silty clay 8 sand to silty sand A 11 very stiff fine grained(*) <br /> MI 3 clay •6 sandy silt to clayey silt 9 sand •12 sand to clayey sand (*) <br /> In Situ Engineering Moved 3 feet from CPT-8 <br />