Reference Document - MCU24/0002 [As Published]

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                                                                               BORELOGS as per AS1726-2017

                                                                                         TEST SITE 3                                                                                  TEST SITE 4
                 Depth




                                                                                                              Depth
                                                                                                              (mm)
                                                                                                    Qa                                                                                       Qa
                         (mm)




                                              Description                                                                               Description




                                                                               FILL




                                                                                                                                                                          FILL
                                                                                         PP




                                                                                                                                                                                      PP
                                       Soil Type-Colour-Consistency                                 kPa                          Soil Type-Colour-Consistency                                kPa

                  100           SANDY CLAY (CI) w gravel                                                        100     SILTY SAND (SM) w gravel
                  200           (or/br/rd/yll)                                                                  200     (br/rd)
                  300           Slightly Moist and Stiff                                                        300     Moist and Loose to M Dense
                  400                                                                                           400
                  500                                                                   240        100          500                                                                   240    100
                  600                                                                                           600
                  700                                                                                           700
                  800                                                                                           800     SANDY CLAY (CI) w gravel
                  900                                                                                           900     (or/br/rd/yll)
                 1000                                                                   350        150         1000     Slightly Moist and Stiff                                      350    150
                 1100                                                                                          1100
                 1200                                                                                          1200
                 1300                                                                                          1300
                 1400                                                                                          1400
                 1500                                                                   380                    1500                                                                   380
                 1600                                                                                          1600
                 1700                                                                                          1700
                 1800                                                                                          1800
                 1900                                                                                          1900
                 2000                                                                   400                    2000                                                                   400
                 2100                                                                                          2100
                 2200                                                                                          2200
                 2300                                                                                          2300
                 2400                                                                                          2400
                 2500                                                                   380                    2500
                 2600                                                                                          2600     XW ROCK - low strength                                               250
                 2700                                                                                          2700     END P/A - UTP ROCK
                 2800                                                                                          2800
                 2900                                                                                          2900
                 3000           END P/A                                                 320                    3000




                                   NOMENCLATURE:

                                   UTP = Unable to Penetrate XW ROCK = Extremely Weathered Rock P/A = Power Auger H/A = Hand Auger
                                   Refer Tables 7.3.2 & 7.3.3. AS1726-2017 gy=grey or=orange yel=yellow rd=red wh=white brn=brown bk=black bl=blue gr=green
                                   Refer AS1726-2017 Clause A2.4 for classifying soils.


                                   Notes:
                                   4. Hand Auger (H/A) is a portable auger and where utilised is used because of lack of access or trafficability, it is essential that the results
                                      of a hand auger are confirmed once access is provided, further testing using a 4WD mounted drill rig is carried out, or stakeholders
                                      shall accept the associated risk of results which may not represent the subject site conditions.
                                   5. 9kg Dynamic Cone Penetrometer (DCP) can be unreliable in certain soils which may include (but not limited too), cohesive soils, soils
                                      which may contain gravels with a grain size in excess of 10mm, and strata with allowable bearing pressures in excess of 400kPa.
                                   6. Pocket Penetrometer (PP) readings are an unfactored field strength test and should not be assumed equates to an allowable bearing
                                      pressure.




                                   AWT 77775 Site Classification Report
                                                                                                                                                                     Page 7 of 17


Document Set ID: 22750694
Version: 1, Version Date: 03/01/2024