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Project:Waterford Place Apartments <br /> Statistical results for user defined layer FILL 1-SM <br /> SBTn plot <br /> 8 <br /> 9 - <br /> 0 100- !.- <br /> 0 5 <br /> V <br /> i <br /> 10- _ 4 /. - <br /> z3SBTn legend <br /> 1.Sensitive fine grained ❑ 6.Clean sand to silty sand <br /> + <br /> - I. \ \ ❑ 2.Organic material ❑ 7.Gravely sand to sand <br /> 3.Clay to silty clay ❑ 8.Very stiff sand to clayey sand <br /> ❑ 4.Clayey silt to silty clay ❑ 9.Very stiff fine grained <br /> 1 ❑ 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 2.00 12.00 22.16 62 8.26 20.41 5.04 <br /> FHMD-CPT-03 3.00 7.50 55.93 28 17.50 50.29 11.25 <br /> FHMD-CPT-03 7.50 11.00 15.86 23 8.31 12.89 5.39 <br /> FHMD-CPT-04 4.00 7.00 24.21 19 11.15 19.78 4.72 <br /> FHMD-CPT-05 3.50 14.50 22.84 68 16.86 19.43 6.63 <br /> FHMD-CPT-06 3.50 11.00 27.75 47 14.80 24.13 5.58 <br /> FHMD-CPT-07 4.00 10.00 27.26 37 14.24 23.30 5.38 <br /> FHMD-CPT-08A 4.00 12.50 27.14 53 10.45 24.74 7.03 <br /> FHMD-CPT-09 4.00 14.00 29.26 62 14.02 26.28 9.37 <br /> FHMD-CPT-10 4.50 9.50 21.65 31 12.09 17.96 4.55 <br /> FHMD-CPT-11 3.00 8.50 55.31 34 11.06 52.10 33.68 <br /> FHMD-CPT-12 6.00 13.50 21.66 47 6.96 19.96 8.43 <br /> FHMD-CPT-13 6.00 11.00 37.41 33 21.33 31.12 9.04 <br /> FHMD-CPT-14 4.00 9.00 35.26 31 9.58 32.34 18.24 <br /> FHMD-CPT-18 6.00 9.70 42.65 24 16.85 36.75 14.70 <br /> FHMD-CPT-19 5.00 10.00 36.10 31 16.80 30.97 7.64 <br /> FHMFD-CPT-16 5.00 7.00 22.40 13 8.85 18.03 11.12 <br /> CPeT-IT v.2.0.2.5-CPTU data presentation&interpretation software-Report created on: 3/30/2018,9:26:10 AM 3 <br /> Project file:C:\Users\james.gingery\OneDrive-Keller\PROJECTS\PortOfEverettAppartments\FieldData\CPTs.cpt <br />