Att 9 - Geotech and PASS report

Material Test Report
                                                                                                                                                                                   Douglas Partners Pty Ltd
Report Number:    90151.00-1                                                                                                                                                    Sunshine Coast Laboratory

Issue Number:     1                                                                                                                                          1/28 Kessling Avenue Kunda Park QLD 4556
                                                                                                                                                                                    Phone: (07) 5351 0400
Date Issued:      04/05/2017
                                                                                                                                                                                       Fax: (07) 5351 0499
Client:           Martoo Consulting Pty Ltd
                                                                                                                                                             Email: [email protected]
                  13/6 Bottlebrush Avenue, Noosa Heads 4567
                                                                                                                                         Accredited for compliance with ISO/IEC 17025 - Testing
Contact:          Jack Lewis
Project Number:   90151.00
Project Name:     Proposed Commercial Development
Project Location: 11-19 Hilton Terrace, Tewantin                                                                                         Approved Signatory: Shae Harry
Work Request:     591                                                                                                                    Nata Accredited Laboratory Number: 828
Sample Number:    17-591A
Date Sampled:     18/04/2017
Sampling Method: Sampled by Engineering Department
Sample Location: Bore 2 (0.8 - 1.2 m)

Particle Distribution (AS1289 3.6.1)                                                                                          Particle Size Distribution
Sieve                    Passed %            Passing Limits
                                             Clay                       Silt                                                       Sand                                       Gravel           Cobbles
2.36 mm                           100




                                                                                                       0.075




                                                                                                                                        0.425
                                                                Sieve




                                                                                                                     0.15




                                                                                                                                                      1.18


                                                                                                                                                               2.36
                                                                                                                                  0.3


                                                                                                                                                0.6
                                                                (mm)
1.18 mm                            93                                                            100
0.6 mm                             90
                                                                                                 90
0.425 mm                           84
0.3 mm                             64                                                            80
                                                                               Percent Passing

0.15 mm                             8                                                            70
0.075 mm                            5
                                                                                                 60
Atterberg Limit (AS1289 3.1.2 & 3.2.1 & 3.3.1)         Min     Max
                                                                                                 50
Preparation Method                       Dry Sieve
Sample History                          Oven Dried                                               40

Liquid Limit (%)                      Not Obtainable                                             30
Plastic Limit (%)                     Not Obtainable
                                                                                                 20
Plasticity Index (%)                    Non Plastic
                                                                                                 10
Moisture Content (AS 1289 2.1.1)
Moisture Content (%)                                         19.5
                                                                                                               0.1          0.2                       1       2       3 4 5   10    20 30       100 200
                                                                                                                                                          Particle Size (mm)




 Report Number: 90151.00-1                                                                                                                                                                      Page 1 of 3