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I <br /> Riverside Business Park <br /> Operator: Mayfield CPT Date/Time: 3/8/2016 12:40:32 PM <br /> Sounding: CPT-03 Location: Everett <br /> Cone Used: DDG1238 Job Number: T-7388 <br /> Tip Resistance Friction Ratio Pore Pressure Soil Behavior Type* SPT N* <br /> Qc TSF Fs/Qc(%) Pw PSI Zone:UBC-1983 60%Hammer <br /> I0 400 0 10 -10 30 0 12 0 70 <br /> 0 I I I I i I i <br /> i .. , . <br /> I10 - ._. a. u' - <br /> I <br /> , L <br /> p20 <br /> I <br /> II 30 <br /> • <br /> Depth <br /> I (ft) <br /> . <br /> I <br /> 50 - - -. _ <br /> 40 <br /> I <br /> I <br /> 60 - <br /> _ <br /> I <br /> I70 <br /> Maximum Depth=60.70 feet Depth Increment=0.164 feet <br /> I 1 sensitive fine grained ■4 silty clay to clay <br /> ■5 clayey silt to silty clay ■7 silty sand to sandy silt ■10 gravelly sand to sand <br /> in 2 organic material 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 />