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Reference Document - RAL25/0020 & OPW25/0194 (As Published)
Material Test Report
Report Number: 237894.00-1
Issue Number: 1
Date Issued: 03/10/2025 Douglas Partners Pty Ltd
Client: MAJP Consulting Sunshine Coast Laboratory
5 Twigrush Court, Noosaville QLD 2 Mallet Street Kunda Park QLD 4556
Phone: (07) 5351 0400
Contact: Michael Michell
Email: [email protected]
Project Number: 237894.00
Project Name: Proposed Subdivision
Project Location: 12-14 Gympie Street, Tewantin QLD
Work Request: 35119
Sample Number: SS-35119D
Date Sampled: 08/09/2025 Accredited for compliance with ISO/IEC 17025 - Testing
Dates Tested: 09/09/2025 - 29/09/2025
Sampling Method: Sampled by Engineering Department
The results apply to the sample as received
Approved Signatory: Martin Cook
Sample Location: Bore 3, Depth: 0.4 - 0.8 m
Assistant Laboratory Manager
Material Source: Insitu
Laboratory Accreditation Number: 828
California Bearing Ratio (AS 1289 6.1.1 & 2.1.1) Min Max California Bearing Ratio
CBR taken at 5 mm
CBR % 4.5
Method of Compactive Effort Standard
Method used to Determine MDD AS 1289 5.1.1 & 2.1.1
2
Method used to Determine Plasticity AS1289 3.9.2
Maximum Dry Density (t/m3) 1.97
Optimum Moisture Content (%) 10.5
Laboratory Density Ratio (%) 98.0
Laboratory Moisture Ratio (%) 102.0
Dry Density after Soaking (t/m3) 1.93 1
Field Moisture Content (%) 14.6
Moisture Content at Placement (%) 10.9
Moisture Content Top 30mm (%) 12.7
Moisture Content Rest of Sample (%) 13.2
Mass Surcharge (kg) 4.5
Soaking Period (days) 4 0
0 1 2 3 4 5 6 7 8 9 10 11 12 13
Curing Hours (h) 24
Swell (%) 0.0
Results 2.5 5
Oversize Material (mm) 19
Oversize Material Included Excluded
Oversize Material (%) 0.0
Report Number: 237894.00-1 This document shall not be reproduced except in full without approval of the laboratory. Page 5 of 5
Results relate only to the items tested/sampled.
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