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Project:Waterford Place Apartments <br /> Statistical results for user defined layer FILL 3-SM <br /> SBTn plot <br /> ii ____>/) 8 <br /> J, <br /> o1 100 _ -- • <br /> g <br /> m <br /> m ____.----- _ <br /> j - ---'.---"-<' 4: :\,:.) ' - _ <br /> . \ = SBTn legend <br /> ❑ 1.Sensitive fine grained ❑ 6.Clean sand to silty sand <br /> 1 by\ _ El2.Organic material ❑ 7.Gravely sand to sand <br /> 3.Clay to silty clay 0 8.Very stiff sand to clayey sand <br /> El 4.Clayey silt to silty clay ❑ 9.Very stiff fine grained <br /> 1 ❑ 5.Silty sand to sandy silt <br /> r <br /> 0.1 1 10 <br /> Normalized Friction Ratio, Fr(°f°) <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 14.50 23.50 20.23 56 6.35 18.81 12.66 <br /> FHMD-CPT-02 16.00 23.50 19.83 47 8.21 17.82 10.02 <br /> FHMD-CPT-03 16.00 24.50 20.28 53 10.18 17.94 8.26 <br /> FHMD-CPT-04 16.50 24.00 17.74 47 10.34 15.21 6.71 <br /> FHMD-CPT-05 14.50 26.00 40.59 71 16.47 37.33 10.13 <br /> FHMD-CPT-06 13.00 23.50 24.96 65 7.41 23.43 6.81 <br /> FHMD-CPT-07 15.50 24.00 31.88 53 12.07 29.11 7.86 <br /> FHMD-CPT-08A 15.80 25.50 42.10 60 14.88 38.89 14.55 <br /> FHMD-CPT-09 16.50 24.00 41.70 47 11.22 38.96 10.45 <br /> FHMD-CPT-10 15.50 22.00 23.65 41 17.90 18.95 5.09 <br /> FHMD-CPT-11 15.30 21.00 44.71 36 7.03 42.73 23.87 <br /> FHMD-CPT-19 15.00 21.50 27.72 41 9.89 25.12 5.85 <br /> FHMFD-CPT-16 16.00 24.00 17.72 50 7.31 15.99 7.21 <br /> FHMFD-CPT-17 16.50 20.50 28.22 25 10.93 24.48 13.13 <br /> FHMFD-CPT-17 23.50 25.00 33.25 10 6.78 29.32 19.99 <br /> FHMFD-CPT-21 15.30 22.00 27.86 42 10.02 25.25 14.35 <br /> CPeT-IT v.2.0.2.5-CPTU data presentation&interpretation software-Report created on: 3/30/2018,9:26:10 AM 7 <br /> Project file:C:\Users\james.gingery\OneDrive-Keller\PROJECTS\PortofEverettAppartments\FieldData\CPTs.cpt <br />