Soil Test & Footing Report SCG 30002(S)

       SCG CONSULTING ENGINEERS                        LOG SECTIONS                  File No.30002
       Client: A. Grant
       Location: 2 Janet Street, Noosaville
       Date: 21/01/20

      Depth             TEST SITE No 1                    P    Depth             TEST SITE No 2               P
       100               Silty Sand SM                    1     100               Silty Sand SM               1
       200           Fine to coarse grained               1     200          Fine to coarse grained           2
       300          Grey brown, roots, moist              2     300         Grey brown, roots, moist          1
       400                    Loose.                      2     400                    Loose.                 1
       500                                                2     500               Silty Sand SM               2
       600               Silty Sand SM                    2     600          Fine to coarse grained           2
       700           Fine to coarse grained               2     700         Grey, moist, med dense.           2
       800          Dark brown (black), moist             2     800              Sandy Clay CH                2
       900           Becoming med dense.                  3     900       Med plast., dark grey brown         3
      1000               Silty Sand SM                    3    1000      With fine to coarse sand, moist      3
                                                                                        firm.
       1100          Fine to coarse grained               3    1100               Silty Sand SM               4
       1200         Grey, moist, med dense.               3    1200          Fine to coarse grained           4
       1300                                               3    1300         Grey, moist, med dense.           3
       1400                                               3    1400                                           4
       1500                                               3    1500                                           3
       1600                  (Seepage)                    3    1600                 (Seepage)                 3
       1700                                               4    1700                                           3
       1800                                               4    1800                                           3
       1900                                               5    1900                                           3
       2000                                               6    2000                                           3
                                                          6    2100                                           3
                                                          6    2200                                           3
                                                               2300
                                                               2400
                                                               2500
                                                               2600
                                                               2700
                                                               2800
                                                               2900
                                                               3000             End-Water in hole
       9300             End-Water in hole                      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.
          The footings must be dug into or supported on piers dug into the shaded material.


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