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Geotechnical Report

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

of 34

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                                            Shrink Swell Index Report
Client:                          Core Consulants Pty Ltd                                      Report Number:             G16003 - 62/1
Client Address:                  55 Kingsford Smith Parade Maroochydore QLD 4558                                          Page 1 of 1
Job Number:                      G16003                                                       Report Date:                5/04/2016
Project:                         Laboratory Testing Samples Supplied                          Order Number:
Location                         Job No:J000206 , Aged Care Facility,Walter Hay Drive         Test Method :              AS1289.7.1.1
Lab No:                          105022                                                       Sample Location
Date Sampled:                    22/03/2016                                                   Test Pit 3
Date Tested:                     30/03/2016                                                   Depth 0.6 - 0.85m
Sampled By:                      Client                                                       Supplied 29/03/16
Sample Method:                   N/A
Material Source:                 Site
For Use As:                      -                                                            Lot Number:            -
Remarks:                         -                                                            Item Number :          -
                                                                                              Page 1 of 1
                          Shrinkage Moisture Content (%) :          28.6                     Swell MC Before(%):             28.6
                                            Shrinkage (%) :          5.0                     Swell MC After(%) :             31.3
                                        Unit Weight (t/m³) :        1.93                         PP Before (kPa):
                                                Swell (%) :          3.6                          PP After (kPa):
                               Shrink Swell Index (Iss %):           3.8
Visual Classification :          Clay(CH)-high plasticity,grey mottled red/yellow,fine grained sand
Inert Material Estimate(%):      0
Cracking :                       Minor Cracking
Crumbling :                      No Crumbling




                                                                                                APPROVED SIGNATORY        FORM NUMBER



                                              Accredited for compliance with ISO/IEC 17025
                                                                                                                         REP ASS-1-4
                                                                                              Mel Burnett

                                                                                               NATA Accred No:1551
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