Compiled Reference Documents - MCU25/0091 (As Published)

                                                                                                                                                                                                                                 REPORT OF TESTPIT: TP4
                                                                                                                                                        East          : 488,087.00                                                          Sheet                 : 1 OF 1
        Client                                       : UBRN Town Planning                                                                               North         : 7,100,948.00 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

                                                                                                                                             Sandy CLAY (TOPSOIL): low to medium plasticity, dark brown, fine to
                                                                                                                                             medium grained sand, with rootlets.
                                                                                                                             CL- CI                                                                                w ≈ PL         F- St


                                                                         0.3
                                                                                                                                             Clayey SAND (RESIDUAL SOIL): fine to medium grained, brown,
                                                                                                                              SP-            medium plasticity clay.                                                  M           L- MD
                                                                                                                              SC
                                                                         0.5
                                                                                                                                             becoming dense.
                                                                                                DS 0.3- 0.9m
                                                                                                                              SP-
                                                                                                                                                                                                                                     D
                                                                                                                              SC


                                                                         0.9
                                                                                                                                             Sandy CLAY (RESIDUAL SOIL): low to medium plasticity, dark brown,
                                                                1                       70                                                   fine to medium grained sand.
                                                                                                                             CL- CI                                                                                w ≈ PL            St
                               Groundwater not encountered




                                                                         1.2
                                                                                                                                             Silty CLAY (RESIDUAL SOIL): high to medium plasticity, pale grey
                                                                                                                                             mottled re- brown- orange , with fine to medium grained sand.
        EX




                     L
                                                                                                                             CI- CH




                                                                         1.7
                                                                                                DS 1.5- 2.0m                                 becoming stiff.

                                                                                                                             CI- CH                                                                                                 VSt


                                                                                 2
                                                                2                       69
                                                                                                                                             Silty CLAY (RESIDUAL SOIL): high to medium plasticity, pale grey
                                                                                                                                             mottled re- brown- orange , with fine to medium grained sand.




                                                                                                                             CI- CH




                                                                                                                                                                TP4 Terminated at 2.8 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