Commercial site investigation data and classification report

Field Investigation Data
 DCP     Test
  3     Depth
                                                     (BH) Borehole No.3                                      Comments
         (m)


  1      0.1           0.0 Sandy CLAY (CI), medium plasticity fines, dark grey brown, fine to coarse
  2      0.2           sand, wet, soft (FILL)
  3      0.3
  2      0.4
                       0.1 CLAY (CH), high plasticity fines, red brown mottled pale grey and yellow
  3      0.5
  4      0.6           brown, very moist, stiff (FILL) DPP 180 kpa
  4      0.7
  4      0.8           2.8 CLAY (CH), high plasticity fines, dark brown, trace fine to medium sand, very
  4      0.9           moist, stiff, DPP 120 kpa
  4      1.0
  3      1.1           3.2 CLAY (CH), high plasticity fines, brown, trace fine to medium sand, very moist,
  3      1.2           stiff, DPP 160 kpa
  1      1.3
  5      1.4
  3      1.5           4.0 Terminated
  5      1.6
  7      1.7
  9      1.8
  17     1.9
 20+     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




CSI: 12186Lot5TaylorCourtCooroy

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