Skip to the record
NoosaWatch™: The source of truth.

Original source · versioned page text

Geotechnical Report

Attached to the e-mail MCU16/0081 Geotechnical report, Landscape Plan, SMP, Traffic report - Email 3 of 3.

of 34

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

                                      Quality of Materials Report
Client:                   Core Consulants Pty Ltd                                            Report Number:             G16003 - 58/1

Client Address:           55 Kingsford Smith Parade Maroochydore QLD 4558
Job Number:               G16003                                                             Report Date:                4/04/2016

Project:                  Laboratory Testing Samples Supplied                                Order Number:                    -

Location                  Job No:J000206 , Aged Care Facility,Walter Hay Drive                                 Page 1 of 1
Lab No:                   105020                                                                           Sample Location
Date Sampled:             22/03/2016                                                          Test Pit 1
Date Tested:              31/03/2016                                                          Depth 0.3m
Sampled By:               Client                                                              Supplied 29/03/16
Sample Method:            N/A
Material Source:          Site                                                               Spec Description:      -

For Use As:               -                                                                  Lot Number:            -
Remarks:                  -                                                                  Spec Number:           -
                                                        A.S. Sieve Sizes     Specification           Percent            Specification
                                                                              Minimum                Passing             Maximum
           Test Method:            AS1289.3.6.1
                                                                  75.00 mm
                                                                  53.00 mm
                                                                  37.50 mm
                                                                  26.50 mm
                                                                  19.00 mm
                                                                   13.2 mm
                                                                   9.50 mm
                                                                    6.7 mm
                                                                   4.75 mm
                                                                   2.36 mm
                                                                   1.18 mm
                                                                  0.600 mm
                                                                  0.425 mm
                                                                  0.300 mm
                                                                  0.150 mm
                                                                  0.075 mm                                93


Atterberg Tests                                             Test Method      Specification           Result             Specification
                                                                              Minimum                                    Maximum
Liquid Limit (%)                                           AS1289.3.1.2                                   70
Plastic Limit (%)                                          AS1289.3.2.1                                   22
Plasticity Index                                           AS1289.3.3.1                                   48
Linear Shrinkage (%)                                       AS1289.3.4.1                               18.5




                                                                                    Approved Signatory              Form Number


                              Accredited for compliance with ISO/IEC 17025
                                                                                                                     REP AQUAL-1-7
                                                                                       Mel Burnett
                                                                                    NATA Accred No:1551
Log in to download the original file

Geotechnical Report.pdf · 3.8 MB (large file)

Large file: the download may take up to a minute.

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”.