Appendix 5. Geotechnical Engineering Report [As Published] · 132007.2399

Geotech (S.C.) Pag Ltd acnozs82979 Asn 39074 982 979

 

Geotechnical Testing Authority

3 Bearing Ave

Warana Qld 4575

PO Box 2

Buddina Qld 4575

Telephone: (07) 5493 1733
Facsimile: (07) 5493 6019
Email: [email protected]

 

Quality of Materials Report

 

 

Client:
Client Address:
Job Number:

Golder Associates Pty. Ltd.
P.O. Box 5569 Maroochydore BC Qid. 4558

G7003

Report Number: G7003 - 299

Report Date: 30/10/2007

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Project: Lab. Testing Project No:077682076 Order Number: -
Location Development fro Starco P/L , Noosa Springs Page 1 of 1
Lab No: 75317 Sample Location
Date Sampled: 04/10/2007 Bore 5
Date Tested: 29/10/2007 Depth 0.2 - 0.3m
Sampled By: Client
Sample Method:
Materia! Source: Site Spec Description: -
For Use As: - Lot Number: -
Remarks: : Spec Number: :
A.S. Sieve Sizes Specification Percent Specification
Minimum Passing Maximum
Test Method: AS1289.3.6.1
75.00 mm
53.00 mm
37.50 mm
26.50 mm
19.00 mm
13.2 mm
9.50 mm
6.7 mm
4.75 mm
2.36 mm
1.18 mm
0.600 mm
0.425 mm
0.300 mm
0.150 mm
0.075 mm 64
Atterberg Tests Test Method Specification Result Specification
Minimum Maximum
Liquid Limit (%) AS1289.3.1.2 53
Plastic Limit (%) AS1289.3.2.1 _16
Plasticity Index AS1289.3.3.1 37
Linear Shrinkage (%) AS1289.3.4.1 14.5
P.I. x % Passing 0.425 mm
™. Approved Signatory Form Number
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Vv with ISO/IEC 17025.This document shall not be REP AQUAL-1-5
womis necoaness reproduced except in full. Mel Burnett
accneprrarion NATA Accred No:1551

 

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