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Appendix E - Geotechnical Report
Attached to the e-mail Applicant advises of Referral - RAL19/0008.
Brisbane Laboratory
Coffey Services Australia Pty Ltd
ABN 55 139 460 521
86A Yarraman Place
Virginia QLD 4014
Phone: +61 7 3608 2500
Fax: +61 7 3852 2805
Report No: SSI:BRIS18S-01583
Shrink Swell Index Report
Issue No: 1
Client: Tectonic Geotechnical Pty Ltd Accredited for compliance with ISO/IEC 17025 -
Testing.
40 Glenn Vista Place
Chevallum QLD 4555 The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.: 754-BRIS00134AA Approved Signatory: Joseph Langley
Project Name: Laboratory Testing (Laboratory Manager)
Lot No.: TRN: 18127
NATA Accredited Laboratory Number:431
Date of Issue: 12/06/2018
Sample Details
Sample ID: BRIS18S-01583 Sampling Method: Submitted by client
Date Sampled: 17/05/2018 Material: In Situ
Date Submitted: 25/05/2018 Source: On site
Date Tested: 5/06/2018
Project Location: 216 Black Mountain Road
Sample Location: TP4, 0.15m
Borehole Number:
Borehole Depth (m):
Swell Test AS 1289.7.1.1 Shrink Test AS 1289.7.1.1
Swell on Saturation (%): -0.7 Shrink on drying (%): 2.2
Moisture Content before (%): 21.7 Shrinkage Moisture Content (%): 25.6
Moisture Content after (%): 28.6 Est. inert material (%): 0
Est. Unc. Comp. Strength before (kPa): Crumbling during shrinkage: 0
Est. Unc. Comp. Strength after (kPa): Cracking during shrinkage: Slight
Shrink Swell
Shrink Swell Index - Iss (%): 1.2
Comments
Form No: 18932, Report No: SSI:BRIS18S-01583 © 2000-2016 QESTLab by SpectraQEST.com Page 1 of 1
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