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I <br /> Riverside Business Park <br /> I 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 /> iTip Resistance Friction Ratio Pore Pressure Soil Behavior Type* SPT N" <br /> Qc TSF Fs/Qc(%) Pw PSI Zone:UBC-1983 60%Hammer <br /> 0 400 0 10 -10 30 0IIME 12 0 70 <br /> II <br /> 0 iI ! <br /> 1 ., <br /> 10 — — <br /> II r ' 1 • <br /> 1 <br /> 20 ,, <br /> 1 <br /> ri <br /> 30 <br /> Depth <br /> 40 <br /> I <br /> 50 - , .. <br /> Il I 1 <br /> 11 , <br /> 60 <br /> I <br /> I 70 <br /> Maximum Depth=60.70 feet Depth Increment=0.164 feet <br /> 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 />