Compiled Reference Documents - MCU25/0091 (As Published)

                                                                                                                                                                                                                                     REPORT OF TESTPIT: TP3
                                                                                                                                                        East          : 488,034.00                                                              Sheet                 : 1 OF 1
        Client                                       : UBRN Town Planning                                                                               North         : 7,100,946.00 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                                                                                                                                                     DCP TEST (Blows per 100m)
                                                                                                                                                          SOIL/ROCK MATERIAL DESCRIPTION
                                                                                                FIELD TEST


                                                                                                                                                                                                                                                     0            5              10      15         20

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


                                                                         0.3
                                                                                                                                            Silty CLAY (RESIDUAL SOIL): medium plasticity, brown, trace rootlets.




                                                                                                                             CI                                                                                                          St
                     L



                                                                         0.8
                                                                                                                                            Silty CLAY (RESIDUAL SOIL): medium plasticity, pale grey, brown and         w<
                                                                                                                             CI             red, trace rootlets.                                                       PL- w          F- St
                                                                                                                                                                                                                       ≈ PL
                                                                                 1
                                                                1                       77
                                                                                                                                            becoming very stiff.
                                                                                                                             CI                                                                                                         VSt
                                                                         1.2
                                                                                                                                            Silty CLAY (EXTREMELY WEATHERED MUDSTONE): medium
                               Groundwater not encountered




                                                                                                                             CI             plasticity, pale grey to white mottled brown- red- orange , with fine to
                                                                                                                                            coarse grained gravel, with cobbles.
                                                                         1.4
                                                                                                                                            becoming hard.
        EX




                                                                                                DS 1.8- 2.0m
                    M
                                                                2                       76
                                                                                                                             CI                                                                                                          H




                                                                         2.7
                                                                                                                                            MUDSTONE: fine grained, pale grey to white stained brown- orange-
                                                                                                                                            red, lamination fabric, very low to low strength, highly weathered,
                    M-                                                                                                                      frequent lenses of extremely weathered material.                                          VLS-
                                                                                                                             MUD                                                                                          M
                    H                                                                                                                                                                                                                  LS


                                                                                        75

                                                                                                                                                                   TP3 Terminated at 3 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