Laserfiche WebLink
GeoEngineers Figure A-18 <br /> Operator: WALSH CPT Date/Time: 9/14/2016 11:07:20 AM <br /> Sounding: CPT-09 Location: Fisherman's Harbor Mullti-Family Development <br /> Cone Used: DDG1368 Job Number: 23360-003-00 <br /> GPS Data: NO GPS <br /> Tip Resistance <br /> • 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 I -1L- ,-- I - 11 T- J <br /> JAY— I. , if I <br /> r--� n 1 I <br /> 1 <br /> 0 1_J _I — 11L —_ <br /> 1 <br /> I <br /> rl <br /> I I <br /> I I I <br /> 20 - i r T r r — --r- --T-- --T -T--7— 1 Tr 1--r 1-rT-l— <br /> I <br /> ` 1 <br /> 30 —1_J L 1_J___— IJ— —J_-1 J- 1_I <br /> 1 I <br /> • I <br /> 'r1 <br /> Depth I ,, <br /> (ff) I <br /> I .-`1- <br /> 40 — _-4 <br /> 50 —"4-4 F- -',-A—/ -I 4—— +--+--4— --I--+-I-I- <br /> —J/ <br /> ✓` I <br /> ��rt� I <br /> 60 — — — — <br /> 1100 1 I <br /> Maximum Depth=57.91 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 1 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 /> ..0 ti.......:..............a cnT ti....,.a...,a.....s.,....,i ior� nnoo <br />