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GeoEngineers, Inc.
<br /> Opera�or. No�vak CPT Calc'llr���_. .. ._.,.,7 ._-'.0 10 P.'.1
<br /> Sounding: CPT3 Locahon: Smilh Islantl Ba�ch Planl
<br /> Cone Used: DSG1015 Job Number: 8987-704-00
<br /> Tip Resistance Friction Ratio Pore Pressure Soil Behavior Type' SPT N'
<br /> � oc TSF Fs/oc(%) Pw PSI Zone:UBC4983 60°/Hammer
<br /> 0 250 0 4 -20 100 0 12 0 50
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<br /> Maximum Deplh=99.74 feet Deplh Increment=0.764 feet
<br /> L: 1 sensilive fne grained �4 sil�y clay to clay �7 silty sand to sandy sill �10 gravelly sand to sand
<br /> 0 2 organic malerial v 5 clayey silt lo silty clay . :8 sand to siity sanA ■11 very sfifl fne grained(')
<br /> �3 Gay �6 sandy silt Io Gayey silt �9 sand �12 sand to claycy sand(')
<br /> 5ai�enavmr rype zntl SPT Easetl on Cata Irom UBG19B3 Ncrmwesl Cenc EMF�oranon F ig ure A-11
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