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GeoEngineers Figure A-15 <br /> Operator: Walsh CPT Date/Time: 9/14/2016 8:41:02 AM <br /> Sounding: CPT-08 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* III <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 <br /> I <br /> I <br /> is'jrj <br /> � I I <br /> ;�� II I <br /> I I • I <br /> II <br /> yl 1 <br /> 10 _1_J 1 _I _ V_I_1___1_— __ _I_1__1— ___— J — <br /> I I I <br /> H <br /> 7 <br /> I I <br /> I I <br /> 4 <br /> 20 —7 7 r r r 1 - r 7 7— �rrI— 71 T <br /> I <br /> I <br /> I I <br /> �I I <br /> I 1 I <br /> I I <br /> 1 I <br /> I I <br /> I I I I 1 <br /> 30 1_J L L 1 4 — L J_ 1 _— _1-I_1__J— 1____1_1 1 1 L 1— J__L J__1 <br /> 0 <br /> Depth <br /> (ft) <br /> 40 — — — — <br /> 11 <br /> 50 + --4-+---- — --+4--4 - - --+- 4--+ A i-I— -� 4-I 4 <br /> 60 — — — — <br /> I <br /> 11 <br /> •70 <br /> Maximum Depth=25.92 feet Depth Increment=0.164 feet <br /> M 1 sensitive fine grained I 4 silty clay to clay ii 7 silty sand to sandy silt ii 10 gravelly sand to sand <br /> 2 organic material MI 5 clayey silt to silty clay `' 8 sand to silty sand U 11 very stiff fine grained(*) <br /> 1 3 clay 6 sandy silt to clayey silt ■9 sand i 12 sand to clayey sand(*) <br /> In Situ Engineering REFUSED DUE TO HIGH TIP AND INCLINATION <br />..,I .�N....:..............a co r k.......A.....4,.a..s- I Ion 000 <br />