OPW052025 Report - Part 2

                                                                                              Sunshine Coast Laboratory
                                                                                              11/1 Metier Linkway
                                                                                              Birtinya QLD 4575




                                                                                                                    Report No: MDD:S25SC-00167

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:    Middle Creek Rd, Federal
 Project No.: 1098406
                                                                                                   Accreditation Number:    Approved Signatory: A. Collier
 Order No.:                                  CG Request No.:                                               12719            (Discipline Manager QLD)
 TRN: 25050                                  Lot No.:                                               Site Number: 25425      Date of Issue: 3/04/2025
                                                                                                    THIS DOCUMENT SHALL NOT BE REPRODUCED EXCEPT IN FULL


Sample Details
Location:        Middle Creek Rd, Federal
Sample ID:       S25SC-00167                                                 Date Sampled:              13/03/2025
Sampling Method: As Received
Source:          In-Situ                                                     Material:                  CLAY trace sand and gravel, brown, high
                                                                                                        plasticity
Specification:
Location:                TP3, 0.30 - 0.80m
Date Tested:             25/03/2025

Dry Density - Moisture Content Relationship                                                   Test Results
                                                                                                                           AS 1289.5.1.1
                                                                                               Standard MDD (t/m³): 1.50
                                                                                               Standard OMC (%): 28.0
                                                                                               Retained Sieve (mm): 19.0
                                                                                               Oversize Material (%): 0
                                                                                               Curing Time (h):       168
                                                                                               LL Method:             Visual / Tactile




Comments
These results apply to the sample as received.



Form No: 18995, Report No: MDD:S25SC-00167                © 2000-2025 QESTLab by SpectraQEST.com                                                          Page 1 of 1