Commercial site investigation data and classification report

Field Investigation Data
 DCP     Test
  8     Depth
                                                      (BH) Borehole No.8                                        Comments
         (m)


  2      0.1           0.0 Silty CLAY (CH), high plasticity fines, dark brown, trace fine to coarse sand,       CBR Sample
  2      0.2           very moist, firm
  4      0.3
                                                                                                                0.5 – 0.75 m
  4      0.4
                       0.1 CLAY (CH), high plasticity fines, pale grey and red brown, with silt fines, moist,
  4      0.5
                       stiff becoming very stiff                                                                Emerson
  5      0.6
  5      0.7
                                                                                                                Sample
  5      0.8           1.5 Terminated                                                                           0.5 – 0.6 m
  8      0.9
  8      1.0
  8      1.1
  9      1.2
  10     1.3
  14     1.4
         1.5
         1.6
         1.7
         1.8
         1.9
         2.0
         2.1
         2.2
         2.3
         2.4
         2.5
         2.6
         2.7
         2.8
         2.9
         3.0
         3.1
         3.2
         3.3
         3.4
         3.5
         3.6
         3.7
         3.8
         3.9
         4.0
         4.1
         4.2
         4.3
         4.4
         4.5
         4.6
         4.7
         4.8
         4.9
         5.0
         5.1
         5.2
         5.3
         5.4
         5.5
         5.6
         5.7
         5.8
         5.9
         6.0




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