National Association of Testing Authorities, Australia
Scope of Accreditation
Western Geotechnical & Laboratory Services
Scope of Accreditation
Western Geotechnical & Laboratory Services
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
| Accreditation is held to establish new branch sitesBranch Site: Western Geotechnical South West (Site No: 26265) | 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 - Aggregate abrasion | Aggregates | Abrasion resistance | Los Angeles machine value |
AS 1141.23, MRWA Method WA220.1 |
|
| Abrasion resistance | Los Angeles machine value |
MRWA Method WA220.2 |
|||
| Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Weak particles contaminants | Sieve analysis | AS 1141.32 | |
| Foreign material in recycled aggregate | Manual classification | MRWA Method WA144.1 | |||
| Clay and fine silt | Settling | AS 1141.33 | |||
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Proportional calliper | AS 1141.14 | |
| Particle density of fine aggregate | Weighing-in-water | AS 1141.5 | |||
| Particle density of coarse aggregate | Weighing-in-water | AS 1141.6.1 | |||
| Shape | Average least dimension | AS 1141.20.1, AS 1141.20.2, MRWA WA215.1 | |||
| Shape | Flakiness | AS 1141.15, MRWA Method WA216.1 | |||
| Bulk density | Uncompacted | AS 1141.4 | |||
| Moisture content | Drying oven | AS 1289.2.1.1, MRWA Method WA212.1 | |||
| Particle size distribution | Sieve analysis | AS 1141.11.1, MRWA Method WA210.1 | |||
| Particle size distribution | Sieve analysis of material finer than 75 µm | AS 1141.12 | |||
| Bulk density | Compacted | AS 1141.4 | |||
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar chemical tests | Concrete, grout and mortar | Chloride level in hardened concrete; Sulfate level in hardened concrete | Nitric acid | AS 1012.20.1 | |
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in situ | Concrete, grout and mortar | Slump flow | Cone; J-ring; T500 |
AS 1012.3.1, AS 1012.3.5 |
|
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Compressive strength | Cube; Cylinder | AS 1012.9 | |
| Mass per unit volume - Hardened concrete | Dimensions | AS 1012.12.1 | |||
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen manufacture and curing | Curing cylinder specimens in the laboratory; Curing grout and mortar cube specimens in the laboratory; In situ manufacture and curing of cylindrical specimens; In situ manufacture and curing of grout and mortar cubes |
AS 1012.8.1, AS 1012.8.3 |
|
| Evaluation of geotechnical and civil construction material - Soil chemical properties | Soils | Soluble sulfate | Acid extraction | AS 1289.4.2.1 | Including determination of sulfate content of groundwater |
| Organic matter | Titration | AS 1289.4.1.1 | |||
| Chloride; Salts - Total dissolved | Saturation extract | MRWA Method WA910.1 | Including determination of chloride and soluble salts in water | ||
| Organic matter | Loss on ignition (LOI) | ASTM D2974 Method A | |||
| Calcium carbonate content | Not applicable |
MRWA Method WA915.1 |
|||
| Chloride | Titration | TfNSW TS 02811.10 | |||
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Linear shrinkage | Not applicable | AS 1289.3.4.1, MRWA Method WA123.1 | |
| Liquid limit | Casagrande one point | AS 1289.3.1.2 | |||
| Moisture content | Drying oven | AS 1289.2.1.1, MRWA Method WA110.1 | |||
| Sieve analysis | Not applicable | AS 1289.3.6.1, MRWA Method WA115.1, MRWA Method WA115.2 | |||
| Plasticity index | Casagrande | AS 1289.3.3.1, MRWA Method WA122.1 | |||
| Liquid limit | Cone four point | AS 1289.3.9.1, MRWA Method WA120.2 | |||
| Liquid limit | Cone one point | AS 1289.3.9.2 | |||
| Liquid limit | Casagrande four point | AS 1289.3.1.1, MRWA Method WA120.1 | |||
| Plastic limit | Not applicable | AS 1289.3.2.1, MRWA Method WA121.1 | |||
| Plasticity index | Cone | AS 1289.3.3.2, MRWA Method WA122.1 | |||
| Particle density | Not applicable | AS 1289.3.5.1 | |||
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable | AS 1289.5.4.2 | |
| Dry density/moisture content relationship | Modified compactive effort | AS 1289.5.2.1, MRWA Method WA133.1, MRWA Method WA133.2 | |||
| Dry density/moisture content relationship | Standard compactive effort | AS 1289.5.1.1, MRWA Method WA132.1, MRWA Method WA132.2 | |||
| Evaluation of geotechnical and civil construction material - Soil dispersion | Soils | Dispersion | Pinhole |
AS 1289.3.8.3 |
|
| Dispersion | Emerson class |
AS 1289.3.8.1 |
|||
| Evaluation of geotechnical and civil construction material - Soil electrical properties | Soils | Electrical resistance | Not applicable | AS 1289.4.4.1 | |
| Evaluation of geotechnical and civil construction material - Soil field density | Soils | Dry density ratio | Calculation | AS 1289.5.4.1, MRWA Method WA134.1 | |
| Compaction control | Hilf | AS 1289.5.7.1 | |||
| Moisture ratio | Measured | AS 1289.5.4.1, MRWA Method WA136.1 | |||
| Dry density ratio | Statistical selection of reference values | MRWA Method WA134.1 | |||
| Moisture ratio | Statistical selection of reference values | MRWA Method WA136.1 | |||
| Density - In situ | Nuclear gauge | AS 1289.5.8.1, MRWA WA324.2 | |||
| Evaluation of geotechnical and civil construction material - Soil fine particles | Soils | Fine particle analysis | Hydrometer | AS 1289.3.6.3 | |
| Evaluation of geotechnical and civil construction material - Soil in situ penetration | Soils | Penetration - In situ | Dynamic cone; Perth sand penetrometer |
AS 1289.6.3.2, AS 1289.6.3.3 |
|
| Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Compressive strength | Uniaxial maximum dry |
MRWA Method WA140.1 |
|
| Bearing ratio | Remoulded specimens | AS 1289.6.1.1, MRWA Method WA141.1 | |||
| Evaluation of geotechnical and civil construction material - Soil natural contaminants | Soils | Acidity | pH | AS 1289.4.3.1 | |
| Evaluation of geotechnical and civil construction material - Soil permeability | Soils | Permeability | Falling head for a remoulded specimen |
AS 1289.6.7.2 |
|
| Permeability | Constant head for a remoulded specimen |
AS 1289.6.7.1 |
|||
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable |
AS 1289.1.1; MRWA Method WA105.1 |
|
| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined | MRWA Method WA143.1 | |
| Sample collection | Aggregates | Not applicable | Aggregate from a stockpile | AS 1141.3.1 clauses 8.4.3, 9.3, 9.4, MRWA Method WA200.1 | |
| Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete | AS 1012.1 | ||
| Soils | Not applicable | Site selection - Random stratified sampling |
AS 1289.1.4.2; MRWA Method WA100.1 |
||
| Not applicable | Site selection - Random sampling |
AS 1289.1.4.1; MRWA Method WA0.1 |
|||
| Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a face; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling in situ |
AS 1289.1.2.1; MRWA Method WA100.1 |
CBH Mingenew Expansion Annex
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| 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 | CBH Mingenew Expansion Annex Facility, Site No 27416 is established from 16 March 2026 until 16 October 2026 for CBH Mingenew Expansion Project, Contractor: WCP Civil Pty Ltd, Contract No.: PO-2-23000003. |
Christmas Island Geotechnical Laboratory Annex
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| 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 | Christmas Island Geotechnical Laboratory Annex, Site No 27295 is established from 1 December 2025 until 31 July 2026 for Christmas Island Geotechnical Laboratory, Contractor: Jacobs, Contract No.: PO 540004266. |
DSL Haul Road Repairs Project Annex Facility
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| 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 | DSL Haul Road Repairs Project Annex Facility, Site No. 27480 is established from 14 May 2026 until 14 November 2026 for DSL Port Hedland Crystallized Precinct - Haul Road Repairs, Contractor: North West Mining Civil, Contract No.: PO: 73753. | |
| Determinations defined by all or some for which the site is accredited | Techniques defined by all or some for which the site is accredited | DSL Haul Road Repairs Project Annex Facility, Site No. 27480 is established from 14 May 2026 until 14 November 2026 for DSL Port Hedland Crystallized Precinct - Haul Road Repairs, Contractor: North West Mining Civil, Contract No.: PO: 73753. |
GNH Shoulder Works Project Annex
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| 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 | GNH Shoulder Works Project Annex Facility, Site No 27464 is established from 1 May 2026 until 1 December 2026 for GNH Shoulder Works Project, Contractor: Raubex Construction, Contract No.: PO RC29697. |
Granny Smith TSF 4 Annex Facility
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| 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 | Granny Smith TSF 4 Annex Facility, Site No 27402 is established from 16 March 2026 until 16 October 2026 for Granny Smith TSF 4 Soil Testing Project, Contractor: Lambron Contracting, Contract No.: PO-0390. |
MLG Oz Abra Project Annex Facility
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| 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 | MLG Oz - Abra Project Annex Facility, Site No 27431 is established from 1 April 2026 until 1 October 2026 for MLG Oz - Abra Project, Contractor: MLG Oz, Contract No.: COCV 439890. |
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.
20599
Site No.
24692
Print date
15 Jun 2026
END OF SCOPE