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Riverside Business Park <br /> I Operator: Mayfield Sounding: CPT-05 CPT Date/Time: 3/8/2016 2:01:43 PM <br /> Location: Everett <br /> Cone Used: DDG1238 Job Number: T-7388 <br /> ITip Resistance Friction Ratio Pore Pressure Soil Behavior Type* SPT N" <br /> Qc TSF Fs/Qc(%) Pw PSI Zone:UBC-1983 60%Hammer <br /> i 0 0 400 0 110 -10 30 0 12 0 70 <br /> ail I <br /> . illE . <br /> I <br /> Ell <br /> I10 - - -- l- - <br /> l <br /> 120 <br /> l <br /> I <br /> 30 ,. <br /> Depth <br /> I (ft) <br /> 011000 <br /> 40 <br /> i <br /> NIP• <br /> l , ! , <br /> II t! f • <br /> t ! 1 <br /> t 1 ( i f <br /> 50 - — _ - --. _ . _. <br /> I <br /> I60 - - - -' <br /> I711 <br /> I 70 • <br /> Maximum Depth=60.86 feet Depth Increment=0.164 feet <br /> I I .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 ■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 /> Soil behavior type and SPT based on data from UBC-1983 <br />