Scg 27099(S) · MCU17/0512

SCG CONSULTING ENGINEERS                      LOG SECTIONS                   File No.27099

Depth           TEST SITE No 1                    P   Depth              TEST SITE No 2               P
 100           FILL Silty Sand SM                      100             N.S.L Silty Sand SM            1
 200         Fine grained, dark grey                   200              Fine grained, grey            1
 300              Moist, loose.                   1    300             Roots, moist, loose.           1
 400                                              1    400                                            1
 500                                              1    500               Silty Sand SM                1
 600           N.S.L Silty Sand SM                1    600           Fine grained, pale grey          1
 700            Fine grained, grey                1    700                Moist, loose.               1
 800           Roots, moist, loose.               1    800                                            1
 900                                              1    900                                            1
1000                                              1   1000                                            1
1100                                              1   1100                                            2
1200             Silty Sand SM                    1   1200                                            2
1300         Fine grained, pale grey              1   1300                                            2
1400              Moist, loose.                   1   1400              Bec. Med. Dense               2
1500                                              1   1500                                            3
1600                                              2   1600                                            3
1700                                              2   1700                                            3
1800            Bec. Med. Dense                   2   1800                                            4
1900                                              3   1900                                            4
2000                                              3   2000                      End                   5
2100                                              3   2100                                            5
2200                                              4   2200                                            5
2300                                              4   2300                                            5
2400                                              4   2400                                            6
2500                                              4   2500                                            6
2600                                              4   2600                                            7
2700                                              5   2700
2800                                                  2800
2900                                                  2900
3000                    End                           3000
3100                                                  3100



  Depth = mm below ground level.
  P = blows per 100mm penetration with an approved 9kg penetrometer.
  Notation such as (SP) refers to the soil description to Table A1 AS1726 ‘Guide to the description
  identification and classification of soils’.
  Solid lines represent sharp interface between different soil types. Dotted lines represent
  gradation form one soil type to another.
  Abbreviations used
  UTP - unable to penetrate, Bec. – becoming, N.S.L. – Natural Surface Level
  Med. – medium, MW - Moderately weathered
  EW - extremely weathered, Plast. - Plasticity
  No recovery means unable to extract samples from the base of the bore hole because the soil
  will not bind in the auger head.
  The colour of the soil is often abbreviated, for example Gy = grey Or = orange.
  (Ls=? %) Indicates sample location and Linear Shrinkage result.