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:    17-591B
Date Sampled:     18/04/2017
Sampling Method: Sampled by Engineering Department
Sample Location: Bore 4 (0.8 - 1.2 m)

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




                                                                                                      0.075




                                                                                                                                       0.425
                                                               Sieve




                                                                                                                    0.15




                                                                                                                                                     1.18


                                                                                                                                                              2.36


                                                                                                                                                                        4.75
                                                                                                                                 0.3


                                                                                                                                               0.6




                                                                                                                                                                               6.7
                                                               (mm)
4.75 mm                            98                                                           100
2.36 mm                            97
                                                                                                90
1.18 mm                            94
0.6 mm                             86                                                           80
                                                                              Percent Passing

0.425 mm                           79                                                           70
0.3 mm                             70
                                                                                                60
0.15 mm                            45
0.075 mm                           32                                                           50

Atterberg Limit (AS1289 3.1.2 & 3.2.1 & 3.3.1)        Min     Max                               40

Preparation Method                       Dry Sieve                                              30
Sample History                          Oven Dried
                                                                                                20
Liquid Limit (%)                             29
Plastic Limit (%)                            15                                                 10

Plasticity Index (%)                         14

Linear Shrinkage (AS1289 3.4.1)                       Min     Max                                             0.1          0.2                       1       2       3 4 5           10    20 30       100 200

Linear Shrinkage (%)                      7.5                                                                                                            Particle Size (mm)
Cracking Crumbling Curling                  None

Moisture Content (AS 1289 2.1.1)
Moisture Content (%)                                        13.0




 Report Number: 90151.00-1                                                                                                                                                                             Page 2 of 3