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GeoEngineers Figure A-14 <br /> Operator: Walsh CPT Date/Time: 9/13/2016 3:03:29 PM <br /> Sounding: CPT-07 Location: Fisherman's Harbor Mullti-Family Development <br /> Cone Used: DDG1368 Job Number: 23360-003-00 <br /> GPS Data: NO GPS <br /> 111 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 Irs_ i I I <br /> rI <br /> s d <br /> L <br /> 1 <br /> 20 r-, r r T r — --r7--r r -r--7— 7Trr --r-�--T-— <br /> I <br /> 1111111 <br /> 1 � <br /> 30 —1_ J____ J_-1__ — 1__1 " -1__1 J__ <br /> • Z. <br /> Depth <br /> (ft) <br /> 40 — <br /> r. <br /> rif. <br /> t1 <br /> il <br /> 50 -I I- I- ---- + — — +--+-- I-- --1--+-1- +-- <br /> I <br /> III , I <br /> Iy <br /> 60 — — <br /> i <br /> C <br /> tl I I I <br /> 1 I I <br /> Il <br /> k <br /> I 1 I I <br /> Maximum Depth=65.45 feet Depth Increment=0.164 feet <br /> ill 1 sensitive fine grained I 4 silty clay to clay I 7 silty sand to sandy silt 110 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 ii 6 sandy silt to clayey silt ■9 sand •12 sand to clayey sand(*) <br /> In Situ Engineering <br /> ..1 I...M........h.........A COT M.......1.....1..1..F......I Ior' 1000 <br />