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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-35119C
Date Sampled: 08/09/2025 Accredited for compliance with ISO/IEC 17025 - Testing
Dates Tested: 09/09/2025 - 18/09/2025
Sampling Method: Sampled by Engineering Department
The results apply to the sample as received
Approved Signatory: Martin Cook
Sample Location: Bore 6, Depth: 1.0 - 1.21 m
Assistant Laboratory Manager
Material Source: Insitu
Laboratory Accreditation Number: 828
Particle Size Distribution
Particle Size Distribution (AS1289 3.6.1)
Sieve Passed % Clay Passing Limits Silt Sand Gravel Cob
0.075
0.425
19 mm 100 Sieve
0.15
1.18
2.36
4.75
13.2
0.3
0.6
6.7
9.5
19
(mm)
13.2 mm 96 100
9.5 mm 93
90
6.7 mm 88
4.75 mm 84 80
Percent Passing
2.36 mm 80 70
1.18 mm 76
60
0.6 mm 74
0.425 mm 73 50
0.3 mm 71
40
0.15 mm 65
0.075 mm 58 30
Atterberg Limit (AS1289 3.1.2 & 3.2.1 & 3.3.1) Min Max 20
Sample History Oven Dried
10
Preparation Method Dry Sieve
Liquid Limit (%) 50
0.1 0.2 1 2 3 4 5 10 20 30
Plastic Limit (%) 23
Particle Size (mm)
Plasticity Index (%) 27
Linear Shrinkage (AS1289 3.4.1) Min Max
Moisture Condition Determined By AS 1289.3.1.2
Linear Shrinkage (%) 11.0
Cracking Crumbling Curling Cracking
Report Number: 237894.00-1 This document shall not be reproduced except in full without approval of the laboratory. Page 3 of 5
Results relate only to the items tested/sampled.
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