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GeoEngineers Figure A-12 <br /> Operator: WALSH CPT Date/Time: 9/14/2016 3:29:36 PM <br /> Sounding: CPT-05 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 /> 0 <br /> I—fi=-=[:- I i i I I I I I `f' I dJ <br /> 1 ___-- I I IJ Ii <br /> 1 I <br /> I <br /> I lir <br /> I <br /> I <br /> I <br /> 11 <br /> 10 L 1 J — __1J__1_- -_ __1__4_ __L fj <br /> 1 <br /> Ma <br /> 17. <br /> I20 T-1 r T T 1 —I -Tl T 7- 7— 1—T----7 T I-' —I--T 1--T-- <br /> I I I I I <br /> I I I I <br /> I 1 <br /> ; I I I <br /> 11 r <br /> I I <br /> 30 —1_J L L 5--,--- --.L J--k-— —- --J.--J— L- —1-- J-I-- --I <br /> 5 <br /> • cc- _ <br /> 5 <br /> Depth <br /> (ft) <br /> jr- <br /> 50 —+-4 1-7-'4-4---- — +--+-- —-+--4--4— -4- ----I-14+4-7— —I--+4--+-- <br /> 60 — — — — — <br /> Oo <br /> Maximum Depth=43.80 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 in 5 clayey silt to silty clay ■8 sand to silty sand 111 very stiff fine grained(*) <br /> .3 clay ini 6 sandy silt to clayey silt ii 9 sand MI 12 sand to clayey sand(*) <br /> In Situ Engineering <br />..: ...ti..,.:..-a.....,..... com i.,......4.....4..,.,s....,.,i ion .l noo <br />