210055 - 327 Kinmond Creek Road, COOTHARABA - Site Classification Report

                 THE ONLY NAME IN SOILS


 SOIL PROFILE REPORT
 CLIENT:        Sarah And Doug Pearson             AUTHORISED           Sarah And Doug Pearson
                                                   BY:
 PROJECT:       327 Kinmond Creek Road,            DATE TESTED:         13/01/2021
                Cootharaba.                        JOB NO:              21/1374


                 Drilling Method: Hand Auger 100mm.                                   Borehole
                                                                                        No.1
    Depth       Description                                           PENET.         Est. Bearing
                                                                (blows per 100mm)
    (mm)                                                                              Capacity
                                                                                         (kPa)
                                                                  1      2 3 4
       0        SILTY SAND (SM)-Fine to coarse grained,
                pale brown, moist, medium-dense.
     100                                                          3                      100
     200                                                          3
     300                                                          4
     400        SANDY CLAY (CL)-Low plasticity, pale              5                      175
                brown, fine to coarse sand, traces of fine to
                coarse gravel, moist, stiff.
     500                                                         6
     600                                                         7
     700                                                        10                      >200
     800                                                        12
     900        GRAVEL-Hand Auger Refusal.                      12
     1000                                                       12                      >200
     1100                                                       >20                     >200
     1200
     1300
     1400
     1500
     1600
     1700
     1800
     1900
     2000
     2100
     2200
     2300
     2400
     2500




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