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Riverside Business Park <br /> Operator: Mayfield CPT Date/Tme: 3/8/2016 9:06:33 AM ' <br /> Sounding: CPT-04 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 I <br /> 0 i I I I i 1 _ I i 1 i_ I I i I <br /> :4,V} I <br /> mom � <br /> 10 <br /> I <br /> I <br /> I <br /> 20 < <br /> i �, 4 v 5; I I 1'? <br /> i <br /> I <br /> 30 <br /> Depth v \, i <br /> I <br /> Ay` <br /> 40 <br /> 0. <br /> Ii <br /> 50 <br /> I <br /> I <br /> 60 — - _ _. ,. <br /> , I <br /> I <br /> I <br /> i , £ <br /> 70 <br /> Maximum Depth=60.70 feet Depth Increment=0.164 feet <br /> 1 sensitive fine grained a 4 silty clay to clay a 7 silty sand to sandy silt 10 gravelly sand to sand I <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 U 9 sand ■12 sand to clayey sand(*) <br /> In Situ Engineering <br /> *Soil behavior type and SPT based on data from UBC-1983 <br />