Attachment F - Geotechnical Report

                                            Shrink Swell Index Report
Client:                          Tectonic Geotechnical Pty Ltd                                     Report Number:         G18001 - 172/1
Client Address:                  PO Box 899 Buderim QLD 4556                                                                   Page 1 of 1
Job Number:                      G18001                                                            Report Date:               12/06/2018
Project:                         Laboratory Testing Samples Supplied                               Order Number:
Location                         Project No:18151 , Doonella Street,Tewantin                       Test Method :              AS1289.7.1.1
Lab No:                          112320                                                            Sample Location
Date Sampled:                    5/06/2018                                                         Bore 3
Date Tested:                     8/06/2018                                                         Depth 1.5 - 1.8m
Sampled By:                      Client                                                            Supplied 07/06/18
Sample Method:                   N/A
Material Source:                 Site
For Use As:                      -                                                                 Lot Number:            -
Remarks:                         -                                                                 Item Number :          -
                                                                                                   Page 1 of 1
                          Shrinkage Moisture Content (%) :           24.4                         Swell MC Before(%):             24.5
                                            Shrinkage (%) :           3.0                         Swell MC After(%) :             28.0
                                        Unit Weight (t/m³) :         1.93                             PP Before (kPa):
                                                 Swell (%) :          1.7                              PP After (kPa):
                               Shrink Swell Index (Iss %):            2.1
Visual Classification :          Sandy Clay(CH)
Inert Material Estimate(%):      15
Cracking :                       Minor Lateral Cracking
Crumbling :                      No Crumbling




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