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Appendix B - Geotechnical Assessment Report
Material Test Report
Report Number: ML21/242-1
Issue Number: 1
Morrison Geotechnic Pty Ltd
Date Issued: 10/11/2021 ABN: 51 009 878 899
Client: TECTONIC GEOTECHNICAL PTY LTD Maroochydore Laboratory
PO BOX 899, BUDERIM QLD Unit 4 / 81 Wises Road Maroochydore QLD 4558
Contact: David Pollock Phone: (07) 5443 9522
Project Number: ML21/242 Email: [email protected]
Project Name: Geotechnical Investigation - Robin Place Accredited for compliance with ISO/IEC 17025 - Testing
Project Location: Robin Place, Lake MacDonald
Client Reference: 21436
Work Request: 4698
Sample Number: M21-4698A Approved Signatory: Ryan Osborne
Date Sampled: 01/11/2021 Senior Technician
Dates Tested: 01/11/2021 - 09/11/2021 NATA Accredited Laboratory Number: 1169
Sampling Method: Sampled by Client
The results apply to the sample as received
Site Selection: Selected by Client
Sample Location: BH5, Depth: 1.0-1.5
Material: Refer to logs
Material Source: Insitu
Atterberg Limit (AS1289 3.1.2 & 3.2.1 & 3.3.1) Min Max
Sample History Oven Dried
Preparation Method Dry Sieve
Liquid Limit (%) 37
Plastic Limit (%) 18
Plasticity Index (%) 19
Linear Shrinkage (AS1289 3.4.1) Min Max
Moisture Condition Determined By AS 1289.3.1.2
Linear Shrinkage (%) 9.5
Cracking Crumbling Curling None
Particle Size Distribution (AS1289 3.6.1)
Sieve Passed % Passing Retained % Retained
Limits Limits
13.2 mm 99 1
9.5 mm 97 1
6.7 mm 96 1
4.75 mm 96 0
2.36 mm 95 1
1.18 mm 91 4
0.6 mm 84 7
0.425 mm 78 7
0.3 mm 67 11
0.15 mm 50 17
0.075 mm 42 8
Emerson Class Number of a Soil (AS 1289 3.8.1) Min Max
Emerson Class 6
Soil Description Gravelly Sand
Nature of Water Distilled
Temperature of Water (oC) 25
This document shall not be reproduced except in full without approval of the laboratory.
Report Number: ML21/242-1 Results relate only to the items tested/sampled. Page 1 of 1
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