1400 W MARINE VIEW DR WATERFRONT PLACE APARTMENTS 2022-04-04

i Project:Waterford Place Apartments Statistical results for user defined layer FILL 0-SP-SM SBTn plot 1,000 /} -L & i L E ioo7 i - m r• o0 5 ii C.) N 111 `\ - E 4 .* SBTn legend ❑ 1.Sensitive fine grained ❑ 6.Clean sand to silty sand 1 \ \`k - 0 2.Organic material ❑ 7.Gravely sand to sand r ❑ 3.Clay to silty clay 0 8.Very stiff sand to clayey sand 7 El 4.Clayey silt to silty clay D 9.Very stiff fine grained 1 lil 5.Silty sand to sandy silt r 0.1 1 10 Normalized Friction Ratio, Fr(°Jo) ::Tabular results for cone resistance values:: CPT Name Start depth End depth Average qt No StdDev Min.charact.qt Min.qt value (ft) (ft) (tsf) points value(tsf) (tsf) FHMD-CPT-01 0.00 2.00 139.28 12 73.33 101.26 31.42 FHMD-CPT-02 4.00 9.00 53.06 31 22.48 46.21 23.16 FHMD-CPT-03 0.00 3.00 176.50 18 47.39 157.07 71.57 FHMD-CPT-04 0.00 4.00 27.71 24 19.79 20.79 3.58 FHMD-CPT-05 0.00 3.50 204.97 21 98.31 167.97 45.89 FHMD-CPT-06 0.00 3.50 204.74 21 89.39 171.09 67.76 FHMD-CPT-07 0.00 4.00 156.21 24 75.66 129.74 51.10 FHMD-CPT-08A 0.00 4.00 121.46 24 65.99 98.37 40.49 FHMD-CPT-09 0.00 4.00 239.28 24 144.63 188.68 58.70 FHMD-CPT-10 0.00 2.00 50.27 12 17.38 41.26 18.38 FHMD-CPT-10 3.80 4.80 60.40 7 13.82 50.26 37.76 FHMD-CPT-11 0.00 3.00 177.37 18 52.21 155.97 70.86 FHMD-CPT-12 0.00 6.00 118.15 36 65.46 99.72 40.62 FHMD-CPT-13 0.00 6.00 187.18 36 87.00 162.68 38.91 FHMD-CPT-14 0.00 4.00 180.53 24 61.03 159.18 58.05 FHMD-CPT-18 0.00 6.00 184.65 36 66.61 165.89 58.58 FHMD-CPT-19 0.00 5.00 152.05 30 60.64 133.24 52.98 CPeT-IT v.2.0.2.5-CPTU data presentation&interpretation software-Report created on: 3/30/2018,9:26:10 AM 1 Project file:C:\Users\james.gingery\OneDrive-Keller\PROJECTS\PortOfEverettAppartments\FieldData\CPTs.cpt