National Association of Testing Authorities, Australia
Scope of Accreditation
Department of Transport and Main Roads
Site
Materials Services – Cairns
Accreditation No.
2302
Site No.
2594
Date of Accreditation
24 Apr 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 contaminants | Aggregates | Weak particles contaminants | Sieve analysis | AS 1141.32 | |
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle size distribution | Sieve analysis | AS 1141.11.1 | |
Shape | Average least dimension | AS 1141.20.3 | |||
Shape | Flakiness | MR (Qld) Method Q201, AS 1141.15 | |||
Shape | Crushed faces | AS 1141.18 | |||
Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Degradation factor on coarse aggregate | MR (Qld) Method Q208B | |
Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable | AS 1141.22 | |
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 | Cube; 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 - Soil classification | Soils | Linear shrinkage | Not applicable | AS 1289.3.4.1, MR (Qld) Method Q106 | |
Plastic limit | Not applicable | AS 1289.3.2.1, MR (Qld) Method Q105 | |||
Sieve analysis | Fines ratio | AS 1289.3.6.1, MR (Qld) Method Q103A, MR (Qld) Method Q253 | |||
Plasticity index; Weighted plasticity index | Cone | AS 1289.3.3.1, AS 1289.3.3.2, MR (Qld) Method Q105, MR (Qld) Method Q252 | |||
Liquid limit | Casagrande four point; Casagrande one point; Cone four point; Cone one point | AS 1289.3.1.1, AS 1289.3.1.2, AS 1289.3.9.1, AS 1289.3.9.2, MR (Qld) Method Q104A, MR (Qld) Method Q104D | |||
Moisture content | Drying oven | AS 1289.2.1.1 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Standard compactive effort | AS 1289.5.1.1, MR (Qld) Method Q142A | |
Oversize material | Oversize material treatment | MR (Qld) Method Q143 | |||
Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable | MR (Qld) Method Q144A | |||
Compaction to nominated levels | Not applicable | MR (Qld) Method Q145A | |||
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Relative compaction | Not applicable | MR (Qld) Method Q140A | |
Degree of saturation | Not applicable | MR (Qld) Method Q146 | |||
Density - In-situ | Nuclear gauge; Sand-cone | AS 1289.5.3.1, AS 1289.5.8.1, MR (Qld) Method NGTM N01, MR (Qld) Method NGTMN 02, MR (Qld) Method NGTM N03, MR (Qld) Method Q141A, MR (Qld) Method Q141B | |||
Characteristic field density values | Not applicable | MR (Qld) Method Q020 | |||
Compaction control | Hilf | AS 1289.5.7.1 | |||
Evaluation of geotechnical and civil construction material - Soil in-situ penetration | Soils | Penetration in-situ | Dynamic cone | 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 Q101D, MR (Qld) Method Q101E | |
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined | MR (Qld) Method Q115 | |
Laboratory stabilisation of soil | Cement; Lime stabilisation | MR (Qld) Method Q135A | |||
Curing of moulded specimens | Not applicable | MR (Qld) Method Q135B | |||
Sample preparation | UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix | MR (Qld) Method Q251A MR (Qld) Method Q251B | |||
Sample collection | Aggregates | Not applicable | Aggregate from a stockpile; Aggregate from a truck | AS 1141.3.1 | |
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, MR (Qld) Method Q050 | ||
Not applicable | Site selection by spot sampling | MR (Qld) Method Q061 | |||
Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow | AS 1289.1.2.1, MR (Qld) Method Q060 |
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 | Annex Lab A - Gillies Road, Site No 26853 is established from 12 August 2024 until 20 December 2024 for Gillies Range Road Upgrade (Segment 3B Part 1) Project for Construction Materials Testing for Department of Transport and Main Roads. Contract No: CN-22172 |
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 | Annex Lab C, Site No 26729 is established from 01 July 2024 until 31 October 2024 for Mareeba Overtaking Lanes Project for Construction Materials Testing for Department of Transport and Main Roads. Contract No: CN-21567. |
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Accreditation No.
2302
Site No.
2594
Print date
08 Oct 2024