Reference Document - RAL25/0020 & OPW25/0194 (As Published)

Material Test Report
Report Number:         237894.00-1
Issue Number:          1
Date Issued:           03/10/2025                                                                                                                                                                     Douglas Partners Pty Ltd
Client:                MAJP Consulting                                                                                                                                                              Sunshine Coast Laboratory

                       5 Twigrush Court, Noosaville QLD                                                                                                                          2 Mallet Street Kunda Park QLD 4556
                                                                                                                                                                                                         Phone: (07) 5351 0400
Contact:               Michael Michell
                                                                                                                                                                  Email: [email protected]
Project Number:        237894.00
Project Name:          Proposed Subdivision
Project Location:      12-14 Gympie Street, Tewantin QLD
Work Request:          35119
Sample Number:         SS-35119D
Date Sampled:          08/09/2025                                                                                          Accredited for compliance with ISO/IEC 17025 - Testing
Dates Tested:          09/09/2025 - 30/09/2025
Sampling Method:       Sampled by Engineering Department
                       The results apply to the sample as received
                                                                                                                                               Approved Signatory: Martin Cook
Sample Location:       Bore 3, Depth: 0.4 - 0.8 m
                                                                                                                                                   Assistant Laboratory Manager
Material Source:       Insitu
                                                                                                                                             Laboratory Accreditation Number: 828

                                                                                                                                        Particle Size Distribution
Particle Size Distribution (AS1289 3.6.1)
Sieve                     Passed %       Clay    Passing Limits                  Silt                                                              Sand                                                              Gravel                   Cob




                                                                                                                0.075




                                                                                                                                                    0.425
19 mm                             100                                                                                   Sieve




                                                                                                                                0.15




                                                                                                                                                                          1.18



                                                                                                                                                                                         2.36



                                                                                                                                                                                                      4.75




                                                                                                                                                                                                                         13.2
                                                                                                                                             0.3



                                                                                                                                                            0.6




                                                                                                                                                                                                             6.7

                                                                                                                                                                                                                   9.5



                                                                                                                                                                                                                                 19
                                                                                                                        (mm)
13.2 mm                            99                                                                     100

9.5 mm                             98
                                                                                                          90
6.7 mm                             97
4.75 mm                            96                                                                     80
                                                                                        Percent Passing




2.36 mm                            92                                                                     70
1.18 mm                            87
                                                                                                          60
0.6 mm                             82
0.425 mm                           78                                                                     50
0.3 mm                             73
                                                                                                          40
0.15 mm                            58
0.075 mm                           36                                                                     30

Atterberg Limit (AS1289 3.9.2 & 3.2.1 & 3.3.2)                Min       Max                               20
Sample History                          Oven Dried
                                                                                                          10
Preparation Method                       Dry Sieve
Retained 0.425 (%)                            4
                                                                                                                         0.1           0.2                            1              2          3    4 5            10            20   30
Liquid Limit (%)                             18
                                                                                                                                                     Particle Size (mm)
Plastic Limit (%)                     Not Obtainable
Plasticity Index (%)                    Non Plastic

Linear Shrinkage (AS1289 3.4.1)                               Min       Max
Moisture Condition Determined By        AS 1289.3.9.2
Linear Shrinkage (%)                         2.5
Cracking Crumbling Curling                        None

Emerson Class Number of a Soil (AS 1289 3.8.1)                Min       Max
Emerson Class                             5
Soil Description
Nature of Water                        Distilled




 Report Number: 237894.00-1                     This document shall not be reproduced except in full without approval of the laboratory.                                                                                        Page 4 of 5
                                                                  Results relate only to the items tested/sampled.