National Association of Testing Authorities, Australia
Scope of Accreditation
Main Roads Western Australia
Site
Mid West-Gascoyne Materials Laboratory
Accreditation No.
1989
Site No.
2106
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 | Shape | Average least dimension | MRWA Method WA215.1 | |
Moisture content | Drying oven | MRWA Method WA212.1 | |||
Shape | Flakiness | MRWA Method WA216.1 | |||
Moisture content | Microwave oven | MRWA Method WA212.2 | |||
Particle size distribution | Sieve analysis | MRWA Method WA210.1 | |||
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 properties | Concrete, grout and mortar | Mass per unit volume - Hardened concrete | Dimensions | AS 1012.12.1 | |
Compressive strength | Cylinder | AS 1012.9 | |||
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 | Penetration depth | Ball embedment | MRWA Method WA312.1 | |
Texture depth | Sand patch | MRWA Method WA311.1 | |||
Layer thickness | Not applicable | MRWA Method WA330.1 | |||
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Linear shrinkage | Not applicable | MRWA Method WA123.1 | |
Description, identification and classification | Not applicable | AS 1726 Tables 9 and 10 (Laboratory classification elements only) | |||
Sieve analysis | Not applicable | MRWA Method WA115.1 MRWA Method WA115.2 | |||
Liquid limit | Cone four point | MRWA Method WA120.2 | |||
Moisture content | Drying oven | MRWA Method WA110.1 | |||
Moisture content | Microwave oven | MRWA Method WA110.2 | |||
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 | Density - In situ | Nuclear gauge | MRWA Method WA324.2 | |
Moisture ratio | Statistical selection of reference values | MRWA Method WA136.1 | |||
Dry density ratio | Statistical selection of reference values | MRWA Method WA134.1 | |||
Dry density ratio | Calculation | MRWA Method WA134.1 | |||
Moisture ratio | Measured | MRWA Method WA136.1 | |||
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 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 conveyor belt; Aggregate from a stockpile; Aggregate from a truck | MRWA Method WA200.1 | |
Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer | AS 1012.1 | ||
Soils | Not applicable | Site selection - Random stratified sampling | MRWA Method WA100.1 | ||
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 |
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.
1989
Site No.
2106
Print date
24 Nov 2024