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                  JOB NO:             23-1028
             QLD AUSTRAILIA


                 Drilling Method: Jacro 105 100mm.                                     Borehole
                                                                                         No.2
  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 stiff.
   100                                                              2                     100
   200                                                              2
   300                                                              3
   400                                                              5                     150
   500        SANDY CLAY (CH) High plasticity, brown,               5
              fine to medium sand, moist stiff.
   600                                                              5
   700                                                              7
   800                                                              7                     150
   900                                                              8
   1000                                                             9
   1100                                                            11                     200
   1200                                                            12
   1300                                                            12
   1400                                                            17
   1500                                                            19                     200
   1600
   1700       GRAVELLY SANDY CLAY (CL)-Low
              plasticity, pale brown, fine to coarse sand,
              fine to coarse gravel, moist, stiff (becoming
              weathered rock)
   1800
   1900       WEATHERED ROCK (XW) Very low
              strength, brown, extremely weathered- Auger
              Refusal
   2000
   2100
   2200
   2300
   2400
   2500




    Page | 5 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations
                                          23-1028