
National Association of Testing Authorities, Australia
Scope of Accreditation
Western Geotechnical & Laboratory Services
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
| 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 | MRWA Method WA220.2 | |
| Abrasion resistance | Los Angeles machine value | AS 1141.23, MRWA Method WA220.1 | |||
| Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Clay and fine silt | Settling | AS 1141.33 | |
| Weak particles contaminants | Sieve analysis | AS 1141.32 | |||
| Foreign material in recycled aggregate | Manual classification | MRWA Method WA144.1 | |||
| 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 | |||
| Particle size distribution | Sieve analysis of material finer than 75 µm | AS 1141.12 | |||
| Moisture content | Drying oven | AS 1289.2.1.1, MRWA Method WA212.1 | |||
| Bulk density | Compacted | AS 1141.4 | |||
| Bulk density | Uncompacted | AS 1141.4 | |||
| Particle size distribution | Sieve analysis | AS 1141.11.1, MRWA Method WA210.1 | |||
| Shape | Average least dimension | AS 1141.20.1, AS 1141.20.2, MRWA WA215.1 | |||
| Shape | Flakiness | AS 1141.15, MRWA Method WA216.1 | |||
| 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 | Organic matter | Titration | AS 1289.4.1.1 | |
| Soluble sulfate | Acid extraction | AS 1289.4.2.1 | Including determination of sulfate content of groundwater | ||
| 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 | Moisture content | Drying oven | AS 1289.2.1.1, MRWA Method WA110.1 | |
| Liquid limit | Casagrande one point | AS 1289.3.1.2 | |||
| Linear shrinkage | Not applicable | AS 1289.3.4.1, MRWA Method WA123.1 | |||
| 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 | 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 | |||
| Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable | AS 1289.5.4.2 | |||
| Evaluation of geotechnical and civil construction material - Soil dispersion | Soils | Dispersion | Emerson class | AS 1289.3.8.1 | |
| Dispersion | Pinhole | AS 1289.3.8.3 | |||
| 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 | |
| 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 | |||
| Compaction control | Hilf | AS 1289.5.7.1 | |||
| 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 |
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. |
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 Munglinup Access Widening Annex Facility, Site No 27191 is established from 4 February 2026 until 26 April 2026 for CBH Munglinup Access Widening project, Contractor: WCP Civil, Contract No.:2-22230005. |
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. |
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. |
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 | Greatland Havieron Boxcut Tunnel Annex Facility, Site No. 27341 is established from 28 December 2025 until 31 August 2026 for Greatland Havieron Boxcut Tunnel, Contractor: MLG Oz, Contract No.: 702-2115-CV. |
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. |
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 | Mt Holland Lithium Project Annex Facility, Site No 27378 is established from 10 February 2026 until 10 May 2026 for Tailings Storage Facility 1 - Stage 3 Construction Project, Contractor: JRM Resources, Contract No.: PO 00030430. |
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 | Yandi MGD5 Diversion Drain Project Annex Facility, Site No 27342 is established from 12 January 2026 until 12 September 2026 for Yandi MGD5 Diversion Drain Project, Contractor: MundaMurra Projects, Contract No.: PO-119. |
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
01 Apr 2026