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GeoEngineers Figure A-24 <br /> Operator: WALSH CPT Date/Time: 9/16/2016 3:20:52 PM <br /> Sounding: CPT-18 Location: Fisherman's Harbor Multi-Family Development <br /> Cone Used: DDG1263 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 /> 1-__-__ l l t 1 i r <br /> II <br /> I <br /> 10 CL L _I - J__ _1_- - 1__1__1- __1--- -I _1J__1 <br /> I <br /> I <br /> I <br /> ----_1___:: <br /> II - <br /> b <br /> Z. <br /> I I <br /> 17 <br /> I <br /> 20 — I- 1- 7 T — - r 7 - 7Trr -, fir-1--T-- <br /> #—e—L'TT <br /> 1 <br /> `--�_ f�� <br /> I __L' <br /> --- <br /> I <br /> I <br /> 30 —1__ _ L L 1 J____ __L J__1_- -_1__1--1- 1, L_ J-_L J-_1 L <br /> • , ,44 <br /> Depth <br /> (ft) <br /> 40 T — — — — <br /> 50 -+--1------~-I--+-- ---- ---+-I------ -- 4 --4---I --I-----I4 4*4-I- -,--+-I--+-- <br /> 6 0 — — — — — <br /> •0 <br /> Maximum Depth=32.48 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 U 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 /> .dl L...L...•....I..........A CDT k.......1.....iM..i-......I Ion m n0) <br />