National Association of Testing Authorities, Australia
Scope of Accreditation
Australian Geotechnical Testing
Site
Australian Geotechnical Testing – Melbourne
Accreditation No.
20245
Site No.
22114
Date of Accreditation
01 Jun 2017
Contact
Mr Matt Noonan
P: +61 0419349906
Availability
Services available to external clients
Scope of Accreditation
Withdrawn 20 Jun 2024
Voluntary
Australian Geotechnical Testing – Melbourne
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
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| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
| Accreditation is held to establish new branch sitesBrisbane Branch Site 25178 | Materials defined by all or some for which the site is accredited | Determinations defined by all or some for which the site is accredited | Techniques defined by all or some for which the site is accredited | ||
| Establishment of annex facilities | Materials defined by all or some for which the site is accredited | Determinations defined by all or some for which the site is accredited | Techniques defined by all or some for which the site is accredited | ||
| Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics | Road pavements | Penetration depth | Ball embedment |
Austroads Method AGPT/T251 |
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| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Weighted plasticity index | Not applicable | RC (Vic) Method 326.01 | |
| Plastic limit | Not applicable |
AS 1289.3.2.1 |
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| Linear shrinkage | Not applicable |
AS 1289.3.4.1 |
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| Liquid limit | Casagrande one point |
AS 1289.3.1.2 |
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| Moisture content | Drying oven |
AS 1289.2.1.1 |
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| Liquid limit | Casagrande four point |
AS 1289.3.1.1 |
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| Plasticity index | Casagrande |
AS 1289.3.3.1 |
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| Sieve analysis | Not applicable |
AS 1289.3.6.1 |
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| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1 |
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| Dry density/moisture content relationship | Modified compactive effort |
AS 1289.5.2.1 |
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| Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable |
AS 1289.5.4.2 |
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| Evaluation of geotechnical and civil construction material - Soil dispersion | Soils | Dispersion | Emerson class |
AS 1289.3.8.1 |
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| Evaluation of geotechnical and civil construction material - Soil field density | Soils | Moisture ratio | Measured |
AS 1289.5.4.1 |
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| Compaction control | Hilf |
AS 1289.5.7.1 |
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| Moisture ratio | Statistical selection of reference values |
AS 1289.5.4.3 |
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| Dry density ratio | Calculation |
AS 1289.5.4.1 |
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| Dry density ratio | Statistical selection of reference values |
AS 1289.5.4.3 |
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| Density - In-situ | Sand-cone |
AS 1289.5.3.1 |
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| Moisture ratio assessment of dry back | Not applicable |
RC (Vic) Method 316.14 |
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| Density - In-situ | Nuclear gauge |
AS 1289.5.8.1 |
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| Characteristic field density values | Not applicable |
RC (Vic) Method 316.00 |
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| Evaluation of geotechnical and civil construction material - Soil in-situ penetration | Soils | Penetration in-situ | Dynamic cone |
AS 1289.6.3.2 |
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| Penetration in-situ | Perth sand penetrometer |
AS 1289.6.3.3 |
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| Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Assignment of CBR and percent swell | RC (Vic) Method 324.01 | |
| Bearing ratio | Remoulded specimens |
AS 1289.6.1.1 |
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| Evaluation of geotechnical and civil construction material - Soil permeability | Soils | Permeability | Constant head for a remoulded specimen |
AS 1289.6.7.1 |
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| Permeability | Falling head for a remoulded specimen |
AS 1289.6.7.2 |
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| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Repeated compaction pre-treatment |
RC (Vic) Method 301.05 |
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| Soil pre-treatment | Not applicable |
AS 1289.1.1 RC (Vic) Method 301.01 |
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| Evaluation of geotechnical and civil construction material - Soil reactivity | Soils | Reactivity | Shrink/swell |
AS 1289.7.1.1 |
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| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Laboratory stabilisation of soil | Lime stabilisation |
RC (Vic) Method 301.03 |
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| Laboratory stabilisation of soil | Cement |
RC (Vic) Method 301.06 |
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| Compressive strength | Uniaxial unconfined |
AS 5101.4 |
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| Sample collection | Soils | Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow |
AS 1289.1.2.1 |
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| Not applicable | Site selection - Random sampling |
AS 1289.1.4.1 |
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| Not applicable | Site selection - Random stratified sampling |
AS 1289.1.4.2 RC (Vic) Method 316.10 |
Arcadia Annex Facility
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
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| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
| Annex facility | Materials defined by all or some for which the site is accredited | Determinations defined by all or some for which the site is accredited | Techniques defined by all or some for which the site is accredited | The Arcadia Valley Annex Facility, Site No. 22114 is established from 5 January 2022 until 1 July 2022 for works on the Bottle Tree Dam Brine Pond 2 Project, Contract No. 21 449 for Shamrock Civil Engineering Pty Ltd |
Cultana Annex Facility
ISO/IEC 17025 (2005)
Infrastructure and Asset Integrity
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| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
| Annex facility | Materials defined by all or some for which the site is accredited | Determinations defined by all or some for which the site is accredited | Techniques defined by all or some for which the site is accredited |
Phosphate Hill Annex Facility
ISO/IEC 17025 (2005)
Infrastructure and Asset Integrity
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| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
| Annex facility | Materials defined by all or some for which the site is accredited | Determinations defined by all or some for which the site is accredited | Techniques defined by all or some for which the site is accredited |
Phosphate Hill Cell 5B Annex Facility
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
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| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
| Annex facility | Materials defined by all or some for which the site is accredited | Determinations defined by all or some for which the site is accredited | Techniques defined by all or some for which the site is accredited | Phosphate Hill Cell 5B Annex Facility, Site No 24709 is established from 9 October 2018 until 31 December 2019 for the Gypsum Stack Expansion Cell 5B (Contract No. SCF002904) for Teneo Group. |
Stawell Regional Landfill Annex Facility
ISO/IEC 17025 (2005)
Infrastructure and Asset Integrity
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| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
| Annex facility | Materials defined by all or some for which the site is accredited | Determinations defined by all or some for which the site is accredited | Techniques defined by all or some for which the site is accredited | Stawell Regional Annex Facility, Site No. 24763 is established from 19 November 2018 until 30 June 2019 for the Stawell Regional Landfill Cell 4 project for Statewide Recycling Services Pty Ltd. |
The only data displayed is that deemed relevant and necessary for the clear description of the activities and services covered by the scope of accreditation.
Grey text appearing in a SoA is additional freetext providing further refinement or information on the data in the preceding line entry.
Accreditation No.
20245
Site No.
22114
Print date
27 Jul 2024
END OF SCOPE
