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GeoEngineers Figure A-19 <br /> Operator: WALSH CPT Date/Time: 9/15/2016 9:42:08 AM <br /> Sounding: CPT-10 Location: Fisherman's Harbor Mullti-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 ( b)-/k, <br /> 1 1 1 1 1 1 1. 1 <br /> I 1 1 11 <br /> 1 1 1 1 <br /> _2 1 1 1 1 1 I i <br /> 1 k <br /> 1;III <br /> 10 1 L 1 _I - J-_l _1--- __1" -.1__L_ __I_1 1_L 41__L_ <br /> - <br /> I--1-- 1 I <br /> I-F-h- I<-N I tJ <br /> r <br /> __ - _\ I <br /> 1 <br /> I I <br /> I I <br /> 20 -r T--1 1 I r r - 1- --- -7-- r -- - r r -,- -7- 1 rr - r�--7-- <br /> I I I I I I <br /> \‘-_ 1 1.. I I I ..- 1 1 <br /> ,' '_ <br /> 1__ I I� ,.� <br /> I I _- <br /> 1 <br /> 30 —a_ --1 1 �— <br /> IIIC_J___ <br /> Depth "of <br /> (ft) <br /> i <br /> 40 <br /> — <br /> 1 <br /> I I I <br /> I I I <br /> 1 1 I <br /> 1 1 <br /> 1 11 I <br /> 11 <br /> 11 <br /> 50 —+ -4 4 4 + 4 - - - -- 1- --- F - --+--+--4- ----44- +4 -1--+4--+- <br /> I I I <br /> I I I <br /> 1 1 1 1 <br /> I I I <br /> I 1 1 <br /> 1 11 1 <br /> � 11 <br /> I I I <br /> 1 1 <br /> 1 i I <br /> 60 — — <br /> 1 <br /> I 1 <br /> I I <br /> I 1 I <br /> I I I <br /> 11 11 <br /> I I 1 <br /> 70 III <br /> Maximum Depth=39.04 feet Depth Increment=0.164 feet <br /> 1 sensitive fine grained ii 4 silty clay to clay ii 7 silty sand to sandy silt •10 gravelly sand to sand <br /> 12 organic material ni 5 clayey silt to silty clay 8 sand to silty sand 11 very stiff fine grained(*) <br /> ii 3 clay i 6 sandy silt to clayey silt 9 sand 12 sand to clayey sand(*) <br /> In Situ Engineering Predrilled top 4 feet. <br />...I l...L....,:... ...........J CfIT L.......,J.....J..[..[....«I I�l �[l0'] <br />