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:    17-591C
Date Sampled:     18/04/2017
Sampling Method: Sampled by Engineering Department
Sample Location: Bore 1 (0.2 - 0.7 m)

California Bearing Ratio (AS 1289 6.1.1 & 2.1.1)          Min    Max                 California Bearing Ratio
CBR taken at                                   2.5 mm
CBR %                                             35
                                                                       5
Method of Compactive Effort                           Standard
Method used to Determine MDD                   AS 1289 5.1.1 & 2.1.1
Maximum Dry Density (t/m3)                       1.69                  4
Optimum Moisture Content (%)                     13.5
Laboratory Density Ratio (%)                     98.0
Laboratory Moisture Ratio (%)                    98.5                  3

Dry Density after Soaking (t/m3)                 1.66
Field Moisture Content (%)                       12.1
                                                                       2
Moisture Content at Placement (%)                13.5
Moisture Content Top 30mm (%)                    15.2
Moisture Content Rest of Sample (%)              14.4                  1

Mass Surcharge (kg)                              4.5
Soaking Period (days)                              4
                                                                       0
Swell (%)                                        0.0
                                                                           0    1     2      3    4    5    6     7       8     9     10    11     12   13
Oversize Material (mm)                            19
Oversize Material Included                    Excluded
                                                                           Results          2.5        5        Tangent             Corrected
Oversize Material (%)                              2




 Report Number: 90151.00-1                                                                                                                       Page 3 of 3