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Attachment 12 - Geotechnical Investigation Report
SMEC Testing Services Pty Ltd
14/1 Cowpasture Place, Wetherill Park NSW 2164
Intersection of Lake Kawana Blvd and Birtinya Blvd, Birtinya QLD 4575 (Sunshine Coast Branch Site Address)
Phone: (07) 5341 9500 Email: [email protected]
Atterberg Limits and Linear Shrinkage Report
Project: Proposed Retirement Centre Development Project No.: 30032366-012
Client: Tectonic Geotechnical & Environmental Engineers Pty Ltd Report No.: 30032366-012-ATT-1
Address: PO Box 899, Buderim QLD 4556 Report Date: 30/04/2019
Test Method: AS 1289.3.1.2, .3.2.1, .3.3.1, .3.4.1 Page: 1 of 1
Client Request No.: 19071
Sampling Procedure: Geotechnical Investigation (Not covered under NATA Scope of Accreditation)
SMEC /
30032366-007
Sample No.
Sample
BH12
Location
CH - CLAY: high
plasticity,
orange/brown mottled
Material pale grey trace of fine
Description to coarse grained
sand, trace of fine to
medium grained gravel
Depth (m) 2.00-2.25
Sample Date 10/04/2019
Sample Tested as
History Received
Method of Wet Sieve
Preparation 425μm
Liquid Limit
77.0
(%)
Plastic Limit
27.0
(%)
Plasticity
50.0
Index
Linear
Shrinkage 16.0
(%)
Mould Size
249.8
(mm)
Crumbling Y
Curling Y
Remarks: Laboratory testing was undertaken at Sunshine Coast Branch Facility
Approved Signatory
Technician: CMc Adrian Collier - Manager Geotechnics (SC)
Form RPS13 Date of Issue: 01/06/15 Revision: 10
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