Skip to the record
The only place to find full transcripts.

Original source · versioned page text

Appendix B - Global Stability Assessment Report

Attached to the e-mail Operational Works Application - DA Form 1 - Town Planning Report - Global Stability Assessment Report - Earthworks Compaction Report - Erosion and Sediment Control Plan - 36 Tunba Court Cooroy Mountain.

of 58

Page text shows just the words. Original shows the document exactly as it was published.

Page text read automatically using OCR, there may be inaccuracies

Very large file: it may take a few minutes

The original of this document is very large (10.3 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.

Material Test Report
Report Number:         ME21/032-1B
Issue Number:          2 - This version supersedes all previous issues
                                                                                                                                                                                                  Morrison Geotechnic Pty Ltd
Reissue Reason:        Material Amended
                                                                                                                                                                                                          ABN: 51 009 878 899
Date Issued:           23/11/2021
                                                                                                                                                                                                           Brisbane Laboratory
Client:                GEOFF HUSSIN                                                                                                                                                 Unit 1, 35 Limestone Darra QLD 4076
                       36 TUNBA COURT, COOROY MOUNTAIN QLD 4563                                                                                                                                          Phone: (07) 3279 0900
Project Number:        ME21/032                                                                                                                                                                Email: [email protected]
Project Name:          GLOBAL STABILITY ASSESSMENT                                                                                                    Accredited for compliance with ISO/IEC 17025 - Testing
Project Location:      36 TUNBA COURT, COOROY MOUNTAIN
Work Request:          14709
Sample Number:         D21-14709B
Date Sampled:          04/11/2021                                                                                                                     Approved Signatory: Rhys Mitchell
Dates Tested:          08/11/2021 - 18/11/2021                                                                                                                                               Senior Technician
Sampling Method:       AS 1289.1.2.1 6.5.3 - Power auger drilling                                                                                     NATA Accredited Laboratory Number: 1169
Sample Location:       BH1 (5.50m - 6.00m)
Material Source:       Natural: Sandy CLAY
                                                                                                                                               Particle Size Distribution
Particle Size Distribution (AS1289 3.6.1)
                                                Clay                                    Silt                                                    Sand                                            Gravel            Cobbles
Sieve          Passed %       Passing       Retained %   Retained
                              Limits                     Limits




                                                                                                                    0.075




                                                                                                                                                     0.425
                                                                                                                     Sieve




                                                                                                                                  0.15




                                                                                                                                                                     1.18


                                                                                                                                                                            2.36


                                                                                                                                                                                      4.75
                                                                                                                                               0.3


                                                                                                                                                             0.6
                                                                                                                     (mm)
4.75 mm              100                         0                                                            100
2.36 mm              100                         0
                                                                                                              90
1.18 mm              99                          1
0.6 mm               97                          3                                                            80
0.425 mm             93                          4
                                                                                            Percent Passing




                                                                                                              70
0.3 mm               87                          6
0.15 mm              77                         11                                                            60

0.075 mm             68                          9
                                                                                                              50
Atterberg Limit (AS1289 3.1.1 & 3.2.1 & 3.3.1)           Min           Max
                                                                                                              40
Sample History                          Oven Dried
Preparation Method                       Dry Sieve                                                            30

Liquid Limit (%)                             40
                                                                                                              20
Plastic Limit (%)                            24
Plasticity Index (%)                         16                                                               10

Weighted Plasticity Index (%)              1485
                                                                                                                            0.1          0.2                        1       2      3 4 5        10    20 30        100 200
Linear Shrinkage (AS1289 3.4.1)                          Min           Max
                                                                                                                                                                   Particle Size (mm)
Moisture Condition Determined By       AS 1289.3.1.1
Linear Shrinkage (%)                        7.5
Cracking Crumbling Curling                 Cracking & Curling




                                                         This document shall not be reproduced except in full without approval of the laboratory.
 Report Number: ME21/032-1B                                                Results relate only to the items tested/sampled.                                                                                        Page 1 of 1
Log in to download the original file

Appendix B - Global Stability Assessment Report.pdf · 10.3 MB (very large file)

Very large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.