1 - GEOTECHNICAL INVESTIGATION REPORT - 150320 LAR Road Investigation Ridgewood Geotech 23042015_Rev1-Combined

                                      Quality of Materials Report
Client:                   Red Earth Engineering Pty Ltd                                      Report Number:             G15024 - 4/1

Client Address:           PO Box 256 Carina QLD 4152
Job Number:               G15024                                                             Report Date:                9/04/2015

Project:                  Laboratory Testing Samples Supplied                                Order Number:                    -

Location                  Top Forestry Road , Via Cooroy                                                       Page 1 of 1
Lab No:                   101869                                                                           Sample Location
Date Sampled:             1/04/2015                                                           AH15-06
Date Tested:              7/04/2015                                                           Depth 0.03 - 0.7m
Sampled By:               Client                                                              Supplied 02/04/15
Sample Method:            N/A
Material Source:          Site                                                               Spec Description:      -

For Use As:               -                                                                  Lot Number:            -
Remarks:                  -                                                                  Spec Number:           -
                                                        A.S. Sieve Sizes     Specification           Percent            Specification
                                                                              Minimum                Passing             Maximum
           Test Method:            AS1289.3.6.1
                                                                  75.00 mm
                                                                  53.00 mm
                                                                  37.50 mm                            100
                                                                  26.50 mm                            99
                                                                  19.00 mm                            99
                                                                   13.2 mm                            94
                                                                   9.50 mm                            91
                                                                    6.7 mm                            87
                                                                   4.75 mm                            84
                                                                   2.36 mm                            81
                                                                   1.18 mm                            74
                                                                  0.600 mm                            70
                                                                  0.425 mm                            68
                                                                  0.300 mm                            67
                                                                  0.150 mm                            64
                                                                  0.075 mm                            62


Atterberg Tests                                             Test Method      Specification           Result             Specification
                                                                              Minimum                                    Maximum
Liquid Limit (%)                                           AS 1289.3.1.1                                  45
Plastic Limit (%)                                          AS1289.3.2.1                                   23
Plasticity Index                                           AS1289.3.3.1                                   22
Linear Shrinkage (%)                                       AS1289.3.4.1                               9.5




                                                                                    Approved Signatory              Form Number


                              Accredited for compliance with ISO/IEC 17025
                                                                                                                     REP AQUAL-1-7
                                                                                       Mel Burnett
                                                                                    NATA Accred No:1551