Annexure 5 - Soil Test - 19 Happy Jack Creek

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SOIL PROFILE REPORT
CLIENT:      THE SHED HOUSE                   AUTHORISED            THE SHED HOUSE
                                              BY:
PROJECT:     19 HAPPY JACK CREEK              DATE TESTED:          08/09/2023
             ROAD, RIDGEWOOD QLD              JOB NO:               23-1028
             AUSTRAILIA


                 Drilling Method: Jacro 105 100mm.                                     Borehole
                                                                                         No.1
  Depth       Description                                          PENET.             Est. Bearing
                                                              (blows per 100mm)
  (mm)                                                                                 Capacity
                                                               1      2    3      4       (kPa)
    0         SANDY CLAY (CL) Low plasticity, brown,
              fine to medium sand, moist soft.
   100                                                         1                          <50
   200                                                         2
   300        SANDY CLAY (CL) Low plasticity, brown,           3                          100
              fine to medium sand, moist stiff.
   400                                                         4
   500        SANDY CLAY (CH) High plasticity, brown,          5
              fine to medium sand, moist stiff.
   600                                                         5                          150
   700                                                         6
   800                                                         7
   900                                                         7
   1000                                                        6                          150
   1100                                                        7
   1200                                                        8
   1300                                                       10                          200
   1400                                                       10
   1500
   1600
   1700
   1800
   1900
   2000
   2100
   2200
   2300
   2400       GRAVELLY SANDY CLAY (CL)-Low
              plasticity, pale brown, fine to coarse sand,
              fine to coarse gravel, moist, stiff (becoming
              weathered rock)
   2500       WEATHERED ROCK (XW) Very low
              strength, brown, extremely weathered- Auger
              Refusal




    Page | 4 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations
                                          23-1028