220241.01 - 70 Blanckensee Road, BLACK MOUNTAIN - SECONDARY DWELLING - Slope Stability Report · EXE23/0033

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SOIL PROFILE REPORT
CLIENT:      Darran Taylor Building           AUTHORISED           Darran Taylor Building
                                              BY:
PROJECT:     70 Blanckensee Road,             DATE TESTED:         23/05/2023
             Black Mountain QLD, Aus-         JOB NO:              23-0572
             tralia


                 Drilling Method: Jacro 105 100mm.                                      Borehole
                                                                                          No.2
  Depth       Description                                          PENET.              Est. Bearing
                                                               (blows per 100mm)
  (mm)                                                                                  Capacity
                                                               1     2      3      4       (kPa)
    0         (FILL) CLAYEY SAND (SC)-Fine to
              coarse, brown-grey, low plasticity clay, trace
              of gravel, moist, medium dense
   100                                                               2                     100
   200                                                               3
   300                                                               3
   400                                                               3
   500        SANDY CLAY (CH)-High plasticity, grey,                 3                     110
              fine to medium sand, moist, firm to stiff
   600                                                               3
   700                                                               4
   800        SILTY CLAY (CH)-High plasticity, pale                  5                     150
              grey, low plasticity fines, moist, stiff
   900                                                               5
   1000                                                              6
   1100                                                              5
   1200                                                              5
   1300                                                              8
   1400                                                              8
   1500       SILTY CLAY (CH)-High plasticity, brown,                8                     150
              low plasticity fines, moist, hard
   1600                                                              8
   1700                                                             10
   1800                                                             10
   1900                                                             10
   2000                                                             10                     150
   2100                                                             12
   2200                                                             12
   2300                                                             12
   2400                                                             15
   2500                                                             15                     150
   2600
   2700
   2800
   2900

    Page | 6 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations
                                          23-0572