Geotechnical Report

                                              California Bearing Ratio Report (1 Point)
Client:                 Core Consulants Pty Ltd                                                                                    Report Number:              G16003 - 60/1
Client address:         55 Kingsford Smith Parade Maroochydore QLD 4558
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                                                                       Page 1 of 1
Lab No:                 105012                                                                                                     Sample Location
Date Sampled:           22/03/2016                                                                                                 P1
Date Tested:            5/04/2016                                                                                                  Depth 0.2 - 0.5m
Sampled By:             Client                                                                                                     Supplied 29/03/16
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) :                     1.607                            Dry Density after Soak (t/m³) :                          1.564

   Optimum Moisture Content - OMC (%) :                    21.1                           Moisture Content after Soak (%) :                           24.2

               Compactive Effort :                       Standard                           Density Ratio after Soak (%) :                               97
     Nominated % Maximum Dry Density
               Compaction :                                   100                           Field Moisture Content (%) :                              26.2
  Nominated % Optimum Moisture Content                                                Moisture Content (Top) after Penetration
              Compaction :                                    100                                       (%) :                                             -
                                                                                      Moisture Content (Total) after Penetration
  Achieved Dry Density before Soak (t/m³) :                1.605                                        (%) :                                             -
Achieved Percentage of Maximum Dry Density
                   (%) :                                      100                                  CBR 2.5mm (%) :                                       5.0

      Achieved Moisture Content (%) :                      21.1                                    CBR 5.0mm (%) :                                       5.0
  Achieved Percentage of Optimum Moisture
               Content (%) :                                  100                         Minimum Specified CBR Value (%) :                               -
 Test Condition (Soaked/Unsoaked) / Soaking
                Period (Days) :                       Soaked / 4 days
                                                                                                 CBR Value (%) :                                         5.0

           Swell (%) / Surcharge (kg):                  2.6 / 4.5 kg

Soil Description :                                         Silty Sandy Clay(CH)-high plasticity,pale brown/grey,fine grained sand

                                                                                                                                    Approved Signatory    Form Number


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