Commercial site investigation data and classification report

 9. Field Investigation Data
 DCP    Test
  1     Depth
                                                     (BH) Borehole No.1                                     Comments
        (m)


  2      0.1           0.0 Silty CLAY (CH), high plasticity fines, dark brown, trace fine to medium sand,   Sample U50
  4      0.2           wet, firm                                                                            0.3 – 0.45 m
  2      0.3                                                                                                PP 320 kpa
  2      0.4
                       0.05 CLAY (CH), high plasticity fines, red brown mottled pale grey and orange
  2      0.5
  3      0.6           brown, moist, stiff, DPP 250 kpa
  3      0.7
  2      0.8           0.8 CLAY (CH), high plasticity fines, yellow brown mottled red brown, moist, very
  8      0.9           stiff, DPP 300 kpa
  11     1.0
  8      1.1           1.3 CLAY (CH), high plasticity fines, orange brown/red brown mottled pale grey
  7      1.2           and yellow brown, with silt fines, moist, very stiff, DPP 350 kpa
  6      1.3
  5      1.4
  4      1.5           4.0 Terminated
  5      1.6
  4      1.7
  6      1.8
  6      1.9
  8      2.0
  9      2.1
  7      2.2
  9      2.3
  10     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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