Geotechnical Report

                                                                                                                                                                                                                                                                                                                                                           REPORT OF TEST PIT: TP-P2
                                                                                                                                                                                                                                                                                                               EAST:              505290.0 m
                                                                                                                                                                                                                                                                                                               NORTH:             7078338.0 m                                         SHEET                 1 OF 1
                                                                                                                                                                                             CLIENT:                                    Knowles Group                                                          SURFACE RL         11.80 m                                             LOGGED:               DJP
                                                                                                                                                                                             PROJECT:                                   Aged Care Facility                                                     CONTRACTOR: Bebrok                                                     LOGGED DATE:          22/03/16
                                                                                                                                                                                             LOCATION:                                  Walter Hay Drive, Noosaville                                           MACHINE:           8t Excavator                                        CHECKED:              BH
                                                                                                                                                                                             JOB NO:                                    J000206                                                                BUCKET SIZE:       450 mm toothed                                      CHECKED DATE: 04/04/16

                                                                                                                                                                                                             Excavation                                      Sampling                                                                                   Field Material Description




                                                                                                                                                                                                                                                                                                                                                                            CONSISTENCY
                                                                                                                                                                                                                                                                                                 USCS SYMBOL
                                                                                                                                                                                                                                                                                                                                                                                                       DCP TEST




                                                                                                                                                                                                                                                                           RECOVERED
                                                                                                                                                                                                    EXCAVATION
                                                                                                                                                                                                    RESISTANCE




                                                                                                                                                                                                                                                                                                                                                                            CONDITION
                                                                                                                                                                                                                                                                                                                                                                            MOISTURE
                                                                                                                                                                                                                                                          SAMPLE OR                                                                                                                               (AS 1289.6.3.2-1997)




                                                                                                                                                                                                                                                                                       GRAPHIC




                                                                                                                                                                                                                                                                                                                                                                            DENSITY
                                                                                                                                                                                           METHOD




                                                                                                                                                                                                                                                                                                                        SOIL/ROCK MATERIAL DESCRIPTION                                             Blows per 100 mm
                                                                                                                                                                                                                                   (metres)




                                                                                                                                                                                                                                                          FIELD TEST
                                                                                                                                                                                                                 WATER

                                                                                                                                                                                                                                   DEPTH




                                                                                                                                                                                                                                                                                       LOG
                                                                                                                                                                                                                                              DEPTH                                                                                                                                       0   5        10         15   20   25
                                                                                                                                                                                                                                               RL
                                                                                                                                                                                                                                   0.0
                                                                                                                                                                                                                                              11.80                                              CL-           SANDY SILTY CLAY (TOPSOIL): low to medium plasticity, dark
                                                                                                                                                                                                                                                                                                 CI            brown, fine to medium grained sand, trace roots



                                                                                                                                                                                                                                                                                                                                                                                     F




                                                                                                                                                                                                                                              0.20
                                                                                                                                                                                                                                              11.60   B 0.20-0.50 m                              CI            SILTY CLAY: medium plasticity, grey brown




                                                                                                                                                                                                                                                                                                                                                                                     St


                                                                                                                                                                                                       L                           0.5                                                                                                                                       M
                                                                                                                                                                                           E
CORE_2016.GLB Log IS AU BOREHOLE 3 J000206.GPJ <<DrawingFile>> 05/04/2016 09:34 8.30.004 Datgel Lab and In Situ Tool - DGD | Lib: DGDT-P 3.05.0 2016-01-20 Prj: DGDT-P 3.05.0 2016-01-20




                                                                                                                                                                                                                                              0.70
                                                                                                                                                                                                                 Not Encountered




                                                                                                                                                                                                                                              11.10                                              CI-           SILTY CLAY: medium to high plasticity, red brown and grey
                                                                                                                                                                                                                                                                                                 CH




                                                                                                                                                                                                                                                                                                                                                                                  VSt




                                                                                                                                                                                                                                               1.00
                                                                                                                                                                                                                                   1.0
                                                                                                                                                                                                                                                                                                               TEST PIT [email protected] m
                                                                                                                                                                                                                                                                                                               TARGET DEPTH
                                                                                                                                                                                                                                                                                                               BACKFILLED




                                                                                                                                                                                                                                   1.5
                                                                                                                                                                                                                                                 This report of 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.