Council archive · source document
Geotechnical Investigation Report · OPW26/0149
Protest CMT
ABN: 26602913673
www.protestcmt.com.au
Protest CMT
Atterberg Limits Report
Client : Internal Project Report Number : SR/PTG/04982 - 2/1
Client Address : Internal Project Report Date : 10/08/2026
Project Name : 87 Hayward Drive Lake MacDonald Test Request : -
Project Number : PTG/04982
Page 1 of 2
Location : Not Provided
Test Methods : AS1289.3.9.2, AS1289.3.2.1, AS1289.3.4.1, AS1289.3.3.2, AS1289.2.1.1
Material Description : Refer to Logs
Sample Number : S/371550 Sampling Location : Client Selected
29/07/2026 -
Date(s) Tested : Sampling Method : As Received
10/08/2026
Material Source : Insitu Time : 00:00
For use as : Proposed subgrade Location 1 : BH02
Lot Number : - Location 2 : 0.3 m - 1.6 m
Location 3 : -
ATT Specification Number : N/A Location 4 : -
History of Sample : Oven Dried
Method of Preparation : Dry Sieved
Linear Shrinkage & Defects : No Cracking or Curling Occurred
Mould Length (mm) : 127
Atterberg Limits Test Results Liquid Limit (%) : Plastic Limit (%) : Plasticity Index (%) : Linear Shrinkage (%) :
Results : 69 30 39 12.0
Specifications :
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 CMT (Sunshine Coast) Accreditation Number - 19667
Base Laboratory Site Number - 24490 - Sunshine Coast
Base Laboratory Address - Unit 2/9-13 Matheson Street, Baringa, 4551, QLD David Kent - Signatory
Document Number : RF05 Date : 29/07/2026
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