Sunshine Butterflies - Attachment D - 010816-2

                                              California Bearing Ratio Report (1 Point)
Client:                 Tectonic Geotechnical Pty Ltd                                                                               Report Number:              G16001 - 70/1
Client address:         PO Box 899 Buderim QLD 4556
Job Number:             G16001                                                                                                      Report Date:                26/04/2016
Project:                Laboratory Testing Samples Supplied                                                                         Order Number:
Location                Project No:16081 , 468 McKinnon Dve,Cooroibah                                                                               Page 1 of 1
Lab No:                 105139                                                                                                      Sample Location
Date Sampled:           14/04/2016                                                                                                  Bore 7
Date Tested:            26/04/2016                                                                                                  Depth 0.25-0.5m
Sampled By:             Client                                                                                                      Supplied 15/04/16
Sample Method:          N/A
Material Source:        Site                                                                                                        Test Method :          AS1289.6.1.1
For Use As:             -                                                                                                           Lot Number:            -
Remarks:                -                                                                                                           Item Number :          -




    Maximum Dry Density - MDD (t/m³) :                       2.083                           Dry Density after Soak (t/m³) :                          2.047

   Optimum Moisture Content - OMC (%) :                       8.4                          Moisture Content after Soak (%) :                              9.7

               Compactive Effort :                         Standard                          Density Ratio after Soak (%) :                               98
     Nominated % Maximum Dry Density
               Compaction :                                    98                            Field Moisture Content (%) :                                 9.4
  Nominated % Optimum Moisture Content                                                 Moisture Content (Top) after Penetration
              Compaction :                                    100                                        (%) :                                             -
                                                                                       Moisture Content (Total) after Penetration
  Achieved Dry Density before Soak (t/m³) :                  2.045                                       (%) :                                             -
Achieved Percentage of Maximum Dry Density
                   (%) :                                       98                                   CBR 2.5mm (%) :                                       15

      Achieved Moisture Content (%) :                         8.4                                   CBR 5.0mm (%) :                                       25
  Achieved Percentage of Optimum Moisture
               Content (%) :                                  100                          Minimum Specified CBR Value (%) :                               -
 Test Condition (Soaked/Unsoaked) / Soaking
                Period (Days) :                         Soaked / 4 days
                                                                                                  CBR Value (%) :                                      25.0

           Swell (%) / Surcharge (kg):                   -0.1 / 4.5 kg

Soil Description :                                       Silty Sand(SM)-fine to medium grained,pale brown/yellow brown,low plastic fines

                                                                                                                                     Approved Signatory    Form Number


                                                                Accredited for compliance with ISO/IEC 17025
                                                                                                                                                           REP ACBR_1_3-3
                                                                                                                                    Mel Burnett
                                                                                                                                    NATA Accred No:1551