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I <br /> Riverside Business Park <br /> 1 Operator: Mayfield Sounding: CPT-04 CPT DateMme: 3/8/2016 9:06:33 AM <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 /> 1 0 400 0 10 -10 30 0 12 0 70 <br /> 0 I l i I 11 I I i I ilit 1 1 I 1 <br /> II ROM <br /> 10 • - _ - - - <br /> I I <br /> I <br /> i 20 <br /> I iii , <br /> 30 <br /> i ' , ' <br /> ' illi <br /> Depth <br /> (ft) <br /> I <br /> 1 <br /> I <br /> 50 - . -- • _ • <br /> I <br /> I60 -I - - 1 - - <br /> I <br /> I 70 i <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 />