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Riverside Business Park <br /> I Operator: Mayfield Sounding: CPT-06 CPT Date/Time: 3/8/2016 8:10:14 AM <br /> Location: Everett <br /> Cone Used: DDG1238 Job Number: T-7388 <br /> 11 Tip 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 0 12 0 70 <br /> 0 i • <br /> [ --- <br /> 20 <br /> I <br /> 30 1 <br /> 1 <br /> • <br /> Depth , <br /> 40 <br /> i <br /> • <br /> 50 - . . _.. . <br /> I <br /> I <br /> 60 - <br /> I <br /> 111 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 in 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 />