Commercial site investigation data and classification report

Field Investigation Data
 DCP     Test
  5     Depth
                                                      (BH) Borehole No.5                                       Comments
         (m)


  1      0.1           0.0 Sandy CLAY (CH), high plasticity fines, dark grey brown, fine to coarse sand,
  2      0.2           very moist to wet, soft (FILL)
  2      0.3
  1      0.4
                       0.2 CLAY (CH), high plasticity fines, red brown and pale grey, with silt fines, very
  2      0.5
  3      0.6           moist, stiff (FILL) DPP 180 kpa
  3      0.7
  3      0.8           0.8 CLAY (CH), high plasticity fines, orange brown mottled pale grey and red
  6      0.9           brown, with silt fines, moist, very stiff becoming stiff (FILL) DPP 300 kpa becoming
  10     1.0           140 kpa
  5      1.1
  5      1.2           2.5 CLAY (CH), high plasticity fines, brown, with silt fines, trace fine to coarse
  4      1.3
                       sand, very moist, stiff, DPP 140 kpa
  4      1.4
  3      1.5
  3      1.6           2.9 Silty CLAY (CH), high plasticity fines, light grey mottled light yellow brown and
  4      1.7           red brown, very moist, stiff, DPP 120 kpa
  4      1.8
  5      1.9           3.4 CLAY (CH), high plasticity fines, red brown mottled pale grey, with silt fines,
  8      2.0           moist, very stiff
  7      2.1
  5      2.2
                       4.0 Terminated
  6      2.3
  8      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




CSI: 12186Lot5TaylorCourtCooroy

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