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Project:Waterford Place Apartments <br /> Statistical results for user defined layer Till-ML <br /> SBTn plot <br /> 1,00J_ <br /> 8 <br /> 9 - <br /> .M <br /> m <br /> iY <br /> 0 5 ram' <br /> au <br /> m 10 4 - <br /> C <br /> z - \\ SBTn legend <br /> ❑ 1.Sensitive fine grained 0 6.Clean sand to silty sand <br /> y \ 2.Organic material 0 7.Gravely sand to sand <br /> Q 3.Clay to silty clay 0 8.Very stiff sand to clayey sand <br /> 111 4.Clayey silt to silty clay ❑ 9.Very stiff fine grained <br /> 1 ❑ 5.Silty sand to sandy silt <br /> -11 0.1 1 10 <br /> Normalized Friction Ratio, Fr(°fo) <br /> ::Tabular results for cone resistance values:: <br /> CPT Name Start depth End depth Average qt No StdDev Min.charact.qt Min.qt value <br /> (ft) (ft) (tsf) points value(tsf) (tsf) <br /> FHMD-CPT-01 40.00 45.00 181.49 32 120.42 145.39 28.03 <br /> FHMD-CPT-04 57.00 59.00 120.03 13 85.52 77.76 18.26 <br /> All CPT's 163.73 45 114.04 135.17 18.26 <br /> ::Minimum characteristc values for estimated results:: <br /> CPT Name Ksbt Neo Es Dr phi M Go Su Su ratio OCR <br /> (ft/s) (blows/f (tsf) (%) (°) (tsf) (tsf) (tsf) <br /> t) <br /> FHMD-CPT-01 5.32E-005 39 1622.32 63.66 40.96 1519.12 1835.01 0.00 0.00 0.00 <br /> FHMD-CPT-04 -9.07E-006 26 1419.91 49.95 38.76 919.41 1459.53 0.00 0.00 0.00 <br /> Characteristic values are calculated based on 950/0 reliability and with the assumption that coefficient of variation is not known a priori <br /> CPeT-IT v.2.0.2.5-CPTU data presentation&interpretation software-Report created on: 3/30/2018,9:26:11 AM 13 <br /> Project file:C:\Users\james.gingery\OneDrive-Keller\PROJECTS\PortOfEverettAppartments\FieldData\CPTs.cpt <br />