National Association of Testing Authorities, Australia
Scope of Accreditation
Department of Transport and Main Roads
Site
Materials Services – Cloncurry
Accreditation No.
2302
Site No.
2606
Date of Accreditation
03 May 1989
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 binder adhesion | Aggregates | Degree of precoating | Not applicable |
MR (Qld) Method Q216 |
|
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle size distribution | Sieve analysis | AS 1141.11.1 | |
Shape | Average least dimension; Crushed faces; Flakiness; Proportional calliper |
AS 1141.15, AS 1141.18, AS 1141.20.3, MR (Qld) Method Q201 |
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Evaluation of geotechnical and civil construction material - Soil classification | Soils | Cone plasticity index; Linear shrinkage; Liquid limit; Plastic limit; Plasticity index; Weighted plasticity index | Casagrande; Casagrande four point; Cone; Cone four point; Cone one point |
AS 1289.3.1.1, AS 1289.3.2.1, AS 1289.3.3.1, AS 1289.3.3.2, AS 1289.3.4.1, AS 1289.3.9.1, AS 1289.3.9.2 MR (Qld) Method Q104A, MR (Qld) Method Q104D, MR (Qld) Method Q105, MR (Qld) Method Q106, MR (Qld) Method Q253 |
|
Moisture content | Drying oven; Relative moisture content |
AS 1289.2.1.1 MR (Qld) Method Q250 |
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Sieve analysis | Fines ratio |
AS 1289.3.6.1 MR (Qld) Method Q103A; MR (Qld) Method Q252 |
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Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Compaction to nominated levels | Not applicable |
MR (Qld) Method Q145A |
|
Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1, MR (Qld) Method Q142A |
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Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable |
MR (Qld) Method Q144A |
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Oversize material | Oversize material treatment |
MR (Qld) Method Q143 |
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Evaluation of geotechnical and civil construction material - Soil field density | Soils | Characteristic field density values | Not applicable |
MR (Qld) Method Q020 |
|
Dry density ratio; Moisture ratio; Relative compaction | Not applicable |
AS 1289.5.4.1 MR (Qld) Method Q140A |
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Density - In-situ | Sand-cone |
AS 1289.5.3.1, AS 1289.5.4.1, MR (Qld) Method Q141B |
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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 MR (Qld) Method Q114B |
|
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens |
AS 1289.6.1.1 MR (Qld) Method Q113A, MR (Qld) Method Q113C |
|
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable |
AS 1289.1.1; MR (Qld) Method Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B, MR (Qld) Method Q101C, MR (Qld) Method Q101D |
|
Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile |
MR (Qld) Method Q060 |
|
Soils | 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; Site selection - Random sampling; Site selection - Random stratified sampling; Site selection by spot sampling |
MR (Qld) Method Q050, MR (Qld) Method Q060, MR (Qld) Method Q061 |
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Not applicable | Disturbed sampling from earthwork; 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 |
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.
2302
Site No.
2606
Print date
27 Jul 2024