Compiled Reference Documents - MCU25/0091 (As Published)

                                                                                                                                                                                                                                       REPORT OF TESTPIT: TP2
                                                                                                                                                       East          : 487,994.00                                                                 Sheet                 : 1 OF 1
        Client                                       : UBRN Town Planning                                                                              North         : 7,100,938.00 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, trace fine grained
                                                                                                                             CI             sand, with rootlets.                                                         w ≈ PL            St
                                                                         0.2
                                                                                                                                            Silty CLAY (RESIDUAL SOIL): medium plasticity, brown, trace rootlets.




                                                                                                                                                                                                                          w<
                                                                                                                             CI                                                                                          PL- w
                                                                                                DS 0.2-1.0m                                 becoming very stiff.                                                         ≈ PL




                                                                                                                                                                                                                                          VSt

                                                                                 1
                                                                1                       78
                                                                                                                                            Silty CLAY (EXTREMELY WEATHERED MUDSTONE): medium
                                                                                                                                            plasticity, pale grey to grey mottled brown- orange, with fine to coarse
                                                                                                                                            grained gravel, with cobbles.

                     L
                               Groundwater not encountered




                                                                                                                                            becoming hard.
        EX




                                                                                                DS 1.5- 2.0m                 CI                                                                                          w < PL            H




                                                                2                       77




                                                                         2.5
                                                                                                                                            MUDSTONE: fine grained, pael grey to grey stained brown- orange,
                                                                                                                                            lamination fabric, very low strength, highly weathered, frequent lenses of
                                                                                                                                            extremely weathered material.

                    M                                                                            DS 2.5- 3m                  MUD                                                                                            M            VLS




                                                                                        76

                                                                                                                                                                   TP2 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