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GeoEngineers Figure A-22 <br /> Operator: WALSH CPT Date/Time: 9/15/2016 3:28:12 PM <br /> Sounding: CPT-13 Location: Fisherman's Harbor Multi-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* <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 <br /> y I <br /> y- <br /> I <br /> 4 <br /> I <br /> 10 1_J L L J. J _ 1J__1_— __ 1___— 11LL_ _IL — <br /> y <br /> I <br /> I <br /> I <br /> I I I I I;. <br /> 20 —7-7 r T 7 7 - --T 1--T-- —-T -7--T- --T1-r7-- <br /> 'f I• WI <br /> \Iz <br /> 30 1_-1 L L 1 J_-1 J-- -- (2 <br /> I�_L__1__1- 1- —1__1J-L1_ <br /> • , I <br /> Depth <br /> (ff) <br /> 40 - - - - <br /> 5 1 j <br /> L <br /> 50 —4- 4 , 4 F +- +-- — +- 4 4 1- ---I--+- -11- -1 <br /> 60 - - - - - <br /> 00 <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 /> ▪2 organic material •5 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 /> ..1 k..k...,;..............a QOT k.......4.....4..4.,s......1 for 1Ooo <br />