Council archive · source document
Geotechnical Investigation Report · OPW26/0149
Protest CMT
ABN: 26602913673
www.protestcmt.com.au
Shrink/Swell Index (Iss)
Client : Internal Project Report Number : SR/PTG/04982 - 4/1
Client Address : Internal Project Report Date : 24/08/2026
Project Name : 87 Hayward Drive Lake MacDonald Test Request : -
Project Number : PTG/04982
Page 1 of 1
Location : Not Provided
Test Methods : AS1289.7.1.1, AS1289.2.1.1
Material Description : Refer to Logs
Sample Number : S/371549 Time : 00:00
Date Tested : 29/07/2026 Location 1 : BH01
Material Source : Insitu Location 2 : 0.6 m - 1.2 m
For Use As : Proposed subgrade Location 3 : -
Lot Number : - Location 4 : -
Sampling Location : Client Selected
Sampling Method : As Received
Shrinkage Test Results Swell Test Results
Significant Inert Inclusions
0% Initial Moisture Content : 21.4%
:
Extent of Cracking : 0% Final Moisture Content : 33.2%
Extent of Soil Crumbling : 0%
Moisture Content of Shrinkage Sample
26.2%
:
Shrink-Swell Index (Iss %) : 1.9
Swell Pressure (Kpa) :
Unit Weight (t/m³) :
-
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 : RF36 Date : 12/12/2025
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