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Riverside Business Park <br /> Operator: Mayfield CPT Date/Time: 3/8/2016 10:30:35 AM <br /> Sounding: CPT-02 Location: Everett <br /> Cone Used: DDG1238 Job Number: T-7388 <br /> Tip Resistance Friction Ratio Pore Pressure Soil Behavior Type* SPT N* I <br /> Qc TSF Fs/Qc(%) Pw PSI Zone:UBC-1983 60%Hammer <br /> 0 400 0 10 -10 30 0 12 0 70 <br /> 0 1 I i , . I I i = ;_ 1 i I <br /> 4a �tst t' <br /> ,: ~-1 ' <br /> I <br /> I <br /> t I <br /> 20 � <br /> I <br /> 30 i 13 <br /> 1 <br /> Depth 'T E <br /> Y'' ' j iI <br /> 1 <br /> ,..3 <br /> 40 I. � <br /> i <br /> i <br /> 50 ...a <br /> r <br /> 60 <br /> I <br /> p <br /> 70 s t . <br /> Maximum Depth=60.70 feet Depth Increment=0.164 feet <br /> 1 sensitive fine grained A 4 silty clay to clay in 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 M11 very stiff fine grained(*) <br /> ■3 clay ■6 sandy silt to clayey silt n 9 sand ■12 sand to clayey sand(*) <br /> In Situ Engineering <br /> "Soil behavior type and SPT based on data from UBC-1983 <br />