Reference Document - OPW25 0085 (AS Published)

                                                                                              Sunshine Coast Laboratory
                                                                                              11/1 Metier Linkway
                                                                                              Birtinya QLD 4575




                                                                                                                    Report No: MDD:S24SC-01394

Maximum Dry Density Report
                                                                                                                                                       Issue No: 1

                                                                                                                            Accredited for compliance with ISO/IEC 17025
 Client:     Tectonic Geotechnical Pty Ltd                                                                                  – Testing
 Address:    924 David Low Way
             Marcoola QLD 4564
 Project:    Hoy Road, Lake Macdonald
 Project No.: 1097761
                                                                                                   Accreditation Number:    Approved Signatory: A. Collier
 Order No.:                                  CG Request No.:                                               12719            (Discipline Manager QLD)
 TRN: 24386                                  Lot No.:                                               Site Number: 25425      Date of Issue: 22/01/2025
                                                                                                    THIS DOCUMENT SHALL NOT BE REPRODUCED EXCEPT IN FULL


Sample Details
Location:        Lake Macdonald, QLD
Sample ID:       S24SC-01394                                                 Date Sampled:              13/12/2024
Sampling Method: Submitted by client
Source:          In-Situ                                                     Material:                  MH SILT, trace gravel, trace sand, brown,
                                                                                                        high plasticity
Specification:           General Grading Requirement
Location:                TP08, 0.40 - 0.70m
Date Tested:             31/12/2024

Dry Density - Moisture Content Relationship                                                   Test Results
                                                                                                                           AS 1289.5.1.1
                                                                                               Standard MDD (t/m³): 1.49
                                                                                               Standard OMC (%): 28.0
                                                                                               Retained Sieve (mm): 19.0
                                                                                               Oversize Material (%): 0
                                                                                               Curing Time (h):       186
                                                                                               LL Method:             AS 1289.3.1.2




Comments
These results apply to the sample as received.



Form No: 18995, Report No: MDD:S24SC-01394                © 2000-2025 QESTLab by SpectraQEST.com                                                          Page 1 of 1