Compiled Reference Documents - MCU25/0091 (As Published)

                                                                                                                                                                                                                               REPORT OF TESTPIT: TP5
                                                                                                                                                  East          : 488,024.00                                                              Sheet                 : 1 OF 1
        Client                                       : UBRN Town Planning                                                                         North         : 7,100,831.00 56J                                                            Logged            : TS
        Project                                      : Proposed Cabins                                                                            Contractor : Cooper Civil                                                                   Logged Date       29/07/2025
        Location                                   : 224 Moran Group Rd, Kin Kin QLD 4571, Australia                                              Excavator : Kubota KX040-4                                                                  Checked           : DQ
        Job No                                      : J002915                                                                                     Inclination   : -90 deg                                                                     Checked Date : 01/08/2025




                                                                                                                        GROUP SYMBOL
                                                                DEPTH (meters)




                                                                                                                                                                                                                                CONSISTENCY
                 PENETRATION




                                                                                                         GRAPHIC LOG




                                                                                                                                                                                                                 DESCRIPTION
                  RESISTANCE




                                                                                                                                                                                                                  MOISTURE
                                                                                 DEPTH RL
        METHOD




                                                                                                                                                                                                                                  DENSITY
                               WATER




                                                                                            SAMPLE OR
                                                                                                                                                    SOIL/ROCK MATERIAL DESCRIPTION                                                                      DCP TEST (Blows per 100m)
                                                                                            FIELD TEST


                                                                                                                                                                                                                                               0            5              10      15         20

                                                                                                                                       CLAY (TOPSOIL): medium plasticity, dark brown, with fine to medium
                                                                                                                                       grained sand, trace fine to medium grained gravel, with rootlets.
                                                                                                                        CI                                                                                       w ≈ PL             F


                                                                         0.3
                                                                                                                                       Sandy CLAY (RESIDUAL SOIL): low to medium plasticity, brown
                                                                                                                                       and grey, fine to coarse grained sand, trace fine grained gravel.
                               Groundwater not encountered




                                                                                                                       CL- CI                                                                                                   F- St
        EX




                     L




                                                                1                   48

                                                                         1.1
                                                                                                                                       CLAY (RESIDUAL SOIL): medium plasticity, brown and orange, with
                                                                                                                                       fine to coarse grained sand, trace fine to medium grained gravel, trace
                                                                                                                                       cobbles.
                                                                                                                        CI                                                                                                         St




                                                                                                                                                          TP5 Terminated at 1.5 m




                                                               This report must be read in conjunction with accompanying notes and abbreviations. It has been prepared for geotechnical
                                                             purposes only, without attempt to assess possible contamination. Any references to potential contamination are for information
                                                                            only and do not necessarily indicate the presence or absence of soil or groundwater contamination.

                                                                                                                                                                                                                                                                                Page 1 of 1



Document Set ID: 24031832
Version: 1, Version Date: 14/08/2025