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GeoEngineers Figure A-21 <br /> Operator: WALSH CPT Date/Time: 9/14/2016 1:25:15 PM <br /> Sounding: CPT-12 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 /> yam— <br /> a <br /> 1,5 <br /> ___ <br /> .10 i L J — _ — __1__J— LL __L J____- <br /> 1 <br /> 3 II <br /> IIIIII <br /> 1__ <br /> ' 3w <br /> i ' <br /> 1 �+ <br /> 20 —T :1_—.a— 1- 7 Thr`r� — r 1— rrl— = r-- <br /> �h <br /> ) 41 <br /> 1� <br /> jI <br /> —1 l -, <br /> 30 ,_ L 1J_ _1_— r_ __ -_. — --1J__1tlII— <br /> �-I_ III <br /> - <br /> _ L J - <br /> ____ <br /> ___ <br /> _,r_,_, sf 1 <br /> Depth <br /> (ft) <br /> 40 <br /> 50 —+--1 1 4 + + - — — — — + 4— —1-I-- -1-l+++1— --I +- - <br /> I I <br /> II � , <br /> 60 - - - - <br /> I II <br /> I I I <br /> I I I II <br /> II I <br /> III70 <br /> Maximum Depth=34.28 feet Depth Increment=0.164 feet <br /> 1 sensitive fine grained ii 4 silty clay to clay ■7 silty sand to sandy silt ■10 gravelly sand to sand <br /> 2 organic material iil 5 clayey silt to silty clay 8 sand to silty sand 11 11 very stiff fine grained(*) <br /> .3 clay 6 sandy silt to clayey silt 9 sand MI 12 sand to clayey sand(*) <br /> In Situ Engineering <br />