Avocet Pde OPW - App D Soil · OPW20/0092

                 THE ONLY NAME IN SOILS


 SOIL PROFILE REPORT
 CLIENT:        RG Strategic Australia.               AUTHORISED               RG Strategic Australia.
                                                      BY:
 PROJECT:       38 Avocet Parade,                     DATE TESTED:             23/04/2020
                Peregian Beach.                       JOB NO:                  20/0309


                  Drilling Method: Jacro 105 100mm.                                          Borehole
                                                                                               No.1
    Depth       Description                                                  PENET.         Est. Bearing
                                                                       (blows per 100mm)
    (mm)                                                                                     Capacity
                                                                                                (kPa)
                                                                         1      2 3 4
       0        BITUMEN.

      50        (FILL) SANDY CLAYEY GRAVEL (GC)- Fine                    -                       -
                to coarse grained, pale brown, low plasticity fines,
                fine to coarse sand, moist, medium-dense.
      100                                                                -
      200                                                                -
      300       SAND (SP)- Fine to coarse grained, pale grey/            2                      50
                brown, moist, loose.
     400                                                                 2
     500                                                                 2
     600                                                                 2                      50
     700                                                                 2
     800                                                                 2
     900                                                                 2                      50
     1000                                                                2
     1100                                                                2
     1200       SAND (SP)- Fine to coarse grained, pale grey/            3                      100
                brown, moist, medium-dense.
     1300                                                                3
     1400                                                                3
     1500                                                                3                      100
     1600                                                                3
     1700                                                                4
     1800                                                                4
     1900                                                                5                      150
     2000                                                                5
     2100                                                                6
     2200                                                                6                      200
     2300                                                                6
     2400                                                                6
     2500                                                                6                      200
     2600                                                                6
     2700                                                                6
     2800                                                                7                      225
     2900                                                                7
     3000                                                                7
       -
     3500       Hole Terminated.

Page | 4 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations Code
                                            20/0309