Laserfiche WebLink
I <br /> Riverside Business Park <br /> 1 Operator: Mayfield Sounding: CPT-01 CPT Date/Time: 3/8/2016 11:49:47 AM <br /> 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 /> 0 400 0 10 -10 30 0 12 0 70 <br /> II <br /> 0 liIII 1 Ni IT <br /> , ,. r <br /> ,, <br /> ,. <br /> I <br /> I 10 _._., <br /> Mc <br /> 1. <br /> 20 <br /> I <br /> Ili <br /> 30 . <br /> I <br /> Depth <br /> i (ft) <br /> 40 - I <br /> t. . .. <br /> I <br /> 50 • — — -- <br /> i , 1 . , <br /> I <br /> 60 I _ _. _ _. <br /> 11 <br /> Maximum Depth=60.70 feet Depth Increment=0.164 feet <br /> I ■1 sensitive fine grained • <br /> 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 />