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Riverside Business Park <br /> Operator: Mayfield CPT Date/Time: 3/8/2016 8:10:14 AM I <br /> Sounding: CPT-06 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 1 <br /> 0 j : i ; : i. 1 1 r i : 1 l <br /> j <br /> 4. s� jai <br /> H <br /> . <br /> 10 . <br /> 1 <br /> I <br /> t 3 ; " 1 <br /> 30 <br /> . <br /> I <br /> Depth <br /> (tt) I <br /> , <br /> e € <br /> i <br /> 40 <br /> 3, t 'f d , <br /> n v ; 3 x 44ti t ! 1 7 <br /> i I I <br /> 3 <br /> i <br /> , <br /> i <br /> 60 j i - <br /> 1 <br /> 70 _ <br /> , <br /> Maximum Depth=60.70 feet Depth Increment=0.164 feet <br /> •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 I <br />