Commercial site investigation data and classification report

                                              California Bearing Ratio Report (1 Point)
Client:                 C.S.I. Soil Testing                                                                                          Report Number:              G18007 - 13/1
Client address:         P.O. Box 1128 Buddina Qld. 4575
Job Number:             G18007                                                                                                       Report Date:                19/06/2018
Project:                Laboratory Testing Samples Supplied                                                                          Order Number:
Location                Project No:12186 , Lot 5 Taylor Street,Cooroy                                                                                Page 1 of 1
Lab No:                 112372                                                                                                       Sample Location
Date Sampled:           11/06/2018                                                                                                   Bore 7
Date Tested:            19/06/2018                                                                                                   Depth 0.5 - 0.7m
Sampled By:             Client                                                                                                       Supplied 12/06/18
Sample Method:          N/A
Material Source:        Site                                                                                                         Test Method :          AS1289.6.1.1
For Use As:             -                                                                                                            MC Method              AS1289.2.1.1
Remarks:                Plasticity assessment by visual classification.                                                              Item Number :          -




    Maximum Dry Density - MDD (t/m³) :                        1.59                           Dry Density after Soak (t/m³) :                            1.54

   Optimum Moisture Content - OMC (%) :                       21.0                          Moisture Content after Soak (%) :                           26.4

               Compactive Effort :                         Standard                           Density Ratio after Soak (%) :                            97.0
     Nominated % Maximum Dry Density
               Compaction :                                   100                             Field Moisture Content (%) :                              27.8
  Nominated % Optimum Moisture Content                                                  Moisture Content (Top) after Penetration
              Compaction :                                    100                                         (%) :                                             -
                                                                                        Moisture Content (Total) after Penetration
  Achieved Dry Density before Soak (t/m³) :                   1.59                                        (%) :                                             -
Achieved Percentage of Maximum Dry Density
                   (%) :                                     100.0                              Sample Curing Time (Hrs)                                   50

      Achieved Moisture Content (%) :                         21.1
  Achieved Percentage of Optimum Moisture
               Content (%) :                                 101.0                             Penetration CBR determined                              5.0mm
 Test Condition (Soaked/Unsoaked) / Soaking
                Period (Days) :                         Soaked / 4 days
                                                                                                  CBR Value (%) :                                          2.5

           Swell (%) / Surcharge (kg):                    3.2 / 4.5 kg

Soil Description :                                                                     Silty Sandy Clay(CH)

                                                                                                                                      Approved Signatory    Form Number


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