Geotechnical Report Dec 2013 Revision 1

                                              California Bearing Ratio Report (1 Point)
Client:                 Tectonic Geotechnical Pty Ltd                                                                                Report Number:              G13056 - 7/1
Client address:         PO Box 899 Buderim QLD 4556
Job Number:             G13056                                                                                                       Report Date:                28/10/2013
Project:                Laboratory Testing Project No:13008                                                                          Order Number:
Location                55 Lake MacDonald Drive , Cooroy                                                                                             Page 1 of 1
Lab No:                 97846                                                                                                        Sample Location
Date Sampled:           17/10/2013                                                                                                   Test Pit 7
Date Tested:            28/10/2013                                                                                                   Depth 0.3 - 0.7m
Sampled By:             Client                                                                                                       Supplied 21/10/13
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) :                       1.902                            Dry Density after Soak (t/m³) :                          1.888

   Optimum Moisture Content - OMC (%) :                      12.7                            Moisture Content after Soak (%) :                          11.9

               Compactive Effort :                         Standard                            Density Ratio after Soak (%) :                              99
     Nominated % Maximum Dry Density
               Compaction :                                   100                             Field Moisture Content (%) :                                 9.5
  Nominated % Optimum Moisture Content                                                  Moisture Content (Top) after Penetration
              Compaction :                                    100                                         (%) :                                             -
                                                                                        Moisture Content (Total) after Penetration
  Achieved Dry Density before Soak (t/m³) :                  1.906                                        (%) :                                             -
Achieved Percentage of Maximum Dry Density
                   (%) :                                      100                                    CBR 2.5mm (%) :                                       17

      Achieved Moisture Content (%) :                        12.5                                    CBR 5.0mm (%) :                                       16
  Achieved Percentage of Optimum Moisture
               Content (%) :                                   98                           Minimum Specified CBR Value (%) :                               -
 Test Condition (Soaked/Unsoaked) / Soaking
                Period (Days) :                         Soaked / 4 days
                                                                                                   CBR Value (%) :                                      17.0

           Swell (%) / Surcharge (kg):                    1.0 / 4.5 kg

Soil Description :                                        Silty Clayey Sand(SC)-fine to medium grained,yellow brown,low plasticity fines

                                                                                                                                      Approved Signatory    Form Number

                                                                This document is issued in accordance with NATA's accreditation
                                                                requirements. Accredited for compliance with ISO/IEC 17025.                                 REP ACBR_1_3-3
                                                                                                                                     Mel Burnett
                                                                                                                                     NATA Accred No:1551