National Association of Testing Authorities, Australia
Scope of Accreditation
Main Roads Western Australia
Site
Goldfield – Esperance Region Laboratory
Accreditation No.
1989
Site No.
2104
Date of Accreditation
19 Sep 1986
Contact
Availability
Services conditionally available to external clients
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 properties | Aggregates | Particle size distribution | Sieve analysis | MRWA Method WA210.1 | |
Moisture content | Drying oven | MRWA Method WA212.1 | |||
Moisture content | Microwave oven | MRWA Method WA212.2 | |||
Shape | Flakiness | MRWA Method WA216.1 | |||
Shape | Average least dimension | MRWA Method WA215.1 | |||
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in situ | Concrete, grout and mortar | Slump flow | Cone | AS 1012.3.1 | |
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen manufacture and curing | Manufacture and curing of cylindrical specimens in the laboratory | AS 1012.8.1 | |
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics | Road pavements | Layer thickness | Not applicable | MRWA Method WA330.1 | |
Penetration depth | Ball embedment | MRWA Method WA312.1 | |||
Texture depth | Sand patch | MRWA Method WA311.1 | |||
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Sieve analysis | Not applicable | MRWA Method WA115.1 MRWA Method WA115.2 | |
Liquid limit | Cone four point | MRWA Method WA120.2 | |||
Description, identification and classification | Not applicable | AS 1726 Tables 9 and 10 (Laboratory classification elements only) | |||
Moisture content | Microwave oven | MRWA Method WA110.2 | |||
Moisture content | Drying oven | MRWA Method WA110.1 | |||
Linear shrinkage | Not applicable | MRWA Method WA123.1 | |||
Plastic limit | Not applicable | MRWA Method WA121.1 | |||
Plasticity index | Cone | MRWA Method WA122.1 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Modified compactive effort | MRWA Method WA133.1 MRWA Method WA133.2 | |
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Moisture ratio | Measured | MRWA Method WA136.1 | |
Dry density ratio | Statistical selection of reference values | MRWA Method WA134.1 | |||
Density - In situ | Nuclear gauge | MRWA Method WA324.2 | |||
Evaluation of geotechnical and civil construction material - Soil in situ penetration | Soils | Penetration in situ | Dynamic cone | AS 1289.6.3.2 | |
Penetration in situ | Perth sand penetrometer | AS 1289.6.3.3 | |||
Evaluation of geotechnical and civil construction material - Soil in situ strength | Soils | Impact strength - In situ | Clegg impact | AS 1289.6.9.1 | |
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens | MRWA Method WA141.1 | |
Compressive strength | Uniaxial maximum dry | MRWA Method WA140.1 | |||
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable | 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 bin; Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a windrow | MRWA Method WA200.1 | |
Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer | AS 1012.1 | ||
Soils | Not applicable | Site selection - Random sampling | 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 | 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 | Skid Lab 8222 Annex Facility, Site No. 26976 is established from 23 January 2025 until 9 June 2025 for H008 Stokes Stage 2B SLK 396.17 – 400.40, Contractor: MRWA Goldfields-Esperance Region, Contract No. 0101/24. |
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Accreditation No.
1989
Site No.
2104
Print date
03 Jan 2025