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Project:Waterford Place Apartments <br /> Statistical results for user defined layer FILL 2-ML <br /> SBTn plot <br /> 1.uou , . . . <br /> 8 <br /> 9 <br /> r1 <br /> rim 100- of <br /> Tn - 6 <br /> m <br /> m <br /> c <br /> o <br /> N <br /> 113 <br /> 10 -. „�' `• - _ ' _ <br /> z _ _, _~ f SBTn legend <br /> .1 <br /> /// ® 1.Sensitive fine grained ❑ 6.Clean sand to silty sand <br /> - 1Q 2.Organic material 7.Gravely sand to sand <br /> 3.Clay to silty clay 8.Very stiff sand to clayey sand <br /> .e> 7 4.Clayey silt to silty clay ❑ 9.Very stiff fine grained <br /> 1 - r ❑ 5.Silty sand to sandy silt <br /> 0.1 1 10 <br /> Normalized Friction Ratio, Fr(°Io) <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 12.00 14.50 15.10 16 12.63 9.56 7.99 <br /> FHMD-CPT-02 0.00 4.00 7.96 24 5.25 6.13 4.29 <br /> FHMD-CPT-02 9.00 11.00 19.92 13 4.56 17.67 14.05 <br /> FHMD-CPT-02 11.00 16.00 7.18 32 5.23 5.61 1.63 <br /> FHMD-CPT-03 11.00 16.00 8.84 31 4.47 7.48 4.36 <br /> FHMD-CPT-04 7.00 16.50 10.40 59 6.83 8.92 3.94 <br /> FHMD-CPT-06 11.00 13.00 5.59 13 3.28 3.97 3.40 <br /> FHMD-CPT-07 10.00 15.50 8.71 35 4.03 7.56 3.68 <br /> FHMD-CPT-08A 12.50 15.80 10.91 21 3.02 9.78 7.36 <br /> FHMD-CPT-09 14.00 16.50 10.45 16 3.29 9.01 6.39 <br /> FHMD-CPT-10 9.50 15.50 6.00 38 3.75 4.97 2.19 <br /> FHMD-CPT-11 8.50 15.30 20.02 43 11.71 17.02 7.77 <br /> FHMD-CPT-12 13.50 15.50 11.18 13 5.60 8.41 7.50 <br /> FHMD-CPT-13 11.00 15.80 11.56 30 6.70 9.48 5.08 <br /> FHMD-CPT-14 9.00 15.00 12.00 38 5.70 10.44 5.19 <br /> FHMD-CPT-18 9.70 15.50 10.13 36 4.99 8.73 5.09 <br /> FHMD-CPT-19 10.00 15.00 9.53 32 5.84 7.77 4.72 <br /> CPeT-IT v.2.0.2.5-CPTU data presentation&interpretation software-Report created on:3/30/2018,9:26:10 AM 5 <br /> Project file:C:\Users\james.gingery\OneDrive-Keller\PROJECTS\PortOfEverettAppartments\FieldData\CPTs.cpt <br />