PTG_00259 - 0001 - Rev0 - Geotechnical Investigation Report (1)

                                                                                                                                                                                                                        Protest Engineering
                                                                                                                                                                                                                       ABN: 26 602 913 673
                                                                                                                                                                                                                 www.protestengineering.com




                                                                                            Material Quality Report
Client :                                          PTG CONSULTING PTY LTD                                                                                             Report Number :                               SR/PTP/14152 - 8/1


Client Address :                                  level 3/159 Coronation Drive, Milton, 4064, QLD                                                                    Report Date :                                           13/06/2024


Project Name :                                    Lab Testing - Sunshine Coast                                                                                       Test Request :                                          PTG/00259


Project Number :                                  PTP/14152
                                                                                                                                                                                                           Page 1 of 1
Location :                                        Baringa


Test Methods :                                    AS1289.3.6.1, AS1289.2.1.1,AS1289.1.1,



Material Description                              Sand



Sample Number :                                   S/255424                                                                                                           Sampling Method :                                       As Received


Date Tested :                                     12/06/2024                                                                                                         Date Sampled :                                          4/06/2024


Material Source :                                 Insitu                                                                                                             Location 1 :                                               BH1


Material Type :                                   Foundation                                                                                                         Location 2 :                                            2.5 - 2.9 m


Lot Number :                                      -                                                                                                                  Location 3 :                                                 -


PSD Specification Number :                        N/A                                                                                                                Location 4 :                                                 -


ATT Specification Number :                        N/A


             AS Sieve Size (mm) :                     Percent Passing (%) :           Specification Limits :                                            Particle Size Distribution Graph
                                                                                                                                                                                                                                           100
                      75.0

                      63.0                                                                                                                                                                                                                 90

                      53.0
                                                                                                                                                                                                                                           80
                      37.5

                      26.5                                                                                                                                                                                                                 70




                                                                                                                                                                                                                                                 Percentage Passing (%)
                      19.0
                                                                                                                                                                                                                                           60
                         16

                      13.2                                                                                                                                                                                                                 50

                       9.5
                                                                                                                                                                                                                                           40
                       6.7

                      4.75                                      100                                                                                                                                                                        30

                      2.36                                      100
                                                                                                                                                                                                                                           20
                      1.18                                      100

                      0.600                                      99                                                                                                                                                                        10

                      0.425                                      96
                                                                                                                                                                                                                                           0
                      0.300                                      76
                                                                                                                                                0.3mm




                                                                                                                                                                    0.6mm
                                                                                                                                   0.15mm




                                                                                                                                                                                    1.18mm




                                                                                                                                                                                                  2.36mm




                                                                                                                                                                                                                    4.75mm
                                                                                                                                                          0.425mm
                                                                                                                      0.075mm




                      0.150                                      12

                      0.075                                      7                                                                                                          Sieve Size (mm)

Atterberg Limits :                                         Test Methods:                  Test Results :               Specification Limits :                                                 Test Results :                  Specifications Limits :

Liquid Limit (%) :                                         AS1289.3.9.2                          39                                             WPI : Q252

Plastic Limit (%) :                                        AS1289.3.2.1                    Non Plastic

Plasticity Index (%) :                                     AS1289.3.3.2                    Non Plastic

Linear Shrinkage (%) :                                     AS1289.3.4.1                           0                                             Linear Shrinkage Mould Length (mm):                                                    124

Notes :                                           History of Sample: Oven Dried, Method of Preparation: Dry Sieved, Linear Shrinkage: Nil Occurred

Pre-treatment (CAn) :                                             -
Pre-treatment (Wn) :                                              -
Mass Retained (R) :                                               -

Remarks :                                              -

                              Note: The results contained in this report relate only to the item/s that were tested/sampled                                                           APPROVED SIGNATORY
                              Accredited for Compliance with ISO/ IEC 17025 - Testing
                              Protest Engineering (Sunshine Coast) Accreditation Number - 20499
                              Base Laboratory Site Number - 24490 - Sunshine Coast

                              Base Laboratory Address - 2/9-13 Matheson St, Baringa, QLD 4551                                                                                       Liam Manfield - Signatory

Document Number :             RF9                                                                                                                                                                               Date :       30/05/2024