
National Association of Testing Authorities, Australia
Scope of Accreditation
Transport for NSW
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
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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 contaminants | Aggregates | Clay and fine silt | Settling |
AS 1141 33 RMS (NSW) Method T268 |
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Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle size distribution | Sieve analysis |
AS 1141 11.1 RMS (NSW) Method T201 |
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Shape | Proportional calliper |
AS 1141 .14 RMS (NSW) Method T213 |
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Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable |
RMS (NSW) Method T215 |
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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 |
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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 |
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Mass per unit volume - Hardened concrete | Water displacement |
AS 1012.12.2 |
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Compressive strength | Core; Cylinder |
AS 1012.9, AS 1012.14, RMS (NSW) Method T310 |
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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; In-situ manufacture and curing of cylindrical specimens |
AS 1012.8.1 |
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Specimen conditioning | Wet conditioning of hardened concrete core specimens |
AS 1012.14, RMS (NSW) Method T310 |
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Evaluation of geotechnical and civil construction material - Road pavement structural performance | Road pavements | Structural performance evaluation | Benkelman beam; Deflection monitoring |
RMS (NSW) Method T160, RMS (NSW) Method T199;TfNSW T199; |
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Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics | Road pavements | Penetration depth | Ball embedment | RMS (NSW) Method T271 | |
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Linear shrinkage | Not applicable | AS 1289 3.4.1 | |
Liquid limit | Casagrande four point; Casagrande one point |
AS 1289.3.1.1, AS 1289.3.1.2, RMS (NSW) Method T108;TfNSW T108;TfNSW T105; |
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Fine particles in road materials | Not applicable |
RMS (NSW) Method T107;TfNSW T107; |
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Sieve analysis |
AS 1289.3.6.1, RMS (NSW) Method T106;TfNSW T106; |
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Plasticity index | Casagrande |
AS 1289.3.3.1, RMS (NSW) Method T109;TfNSW T109;TfNSW T105; |
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Linear shrinkage | Not applicable |
RMS (NSW) Method T113;TfNSW T113; |
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Plastic limit | Not applicable |
AS 1289.3.2.1, RMS (NSW) Method T109;TfNSW T109;TfNSW T105; |
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Moisture content | Drying oven |
AS 1289.2.1.1, RMS (NSW) Method T120 |
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Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Modified compactive effort |
RMS (NSW) Method T112 |
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Dry density/moisture content relationship | Standard compactive effort |
RMS (NSW) Method T111, RMS (NSW) Method T130 |
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Dry density/moisture content relationship | Three compaction point |
RMS (NSW) Method T162 |
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Evaluation of geotechnical and civil construction material - Soil dispersion | Soils | Dispersion | Emerson class |
AS 1289.3.8.1 |
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Evaluation of geotechnical and civil construction material - Soil field density | Soils | Density - In-situ | Sand pouring apparatus |
RMS (NSW) Method T119 |
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Relative compaction | Not applicable |
RMS (NSW) Method T166 |
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Density - In-situ | Nuclear gauge |
AS 1289.5.8.1, RMS (NSW) Method T173 |
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Evaluation of geotechnical and civil construction material - Soil in-situ penetration | Soils | Penetration in-situ | Dynamic cone |
RMS (NSW) Method T161 |
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Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Compressive strength | Uniaxial maximum dry |
RMS (NSW) Method T114 |
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Bearing ratio | Remoulded specimens |
RMS (NSW) Method T117, RMS (NSW) Method T132 |
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Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Accelerated weathering pre-treatment |
RMS (NSW) Method T103;TfNSW T103;TfNSW T105; |
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Soil pre-treatment | Not applicable |
AS 1289.1.1, RMS (NSW) Method T105;TfNSW T105; |
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Soil pre-treatment | Repeated compaction pre-treatment |
RMS (NSW) Method T102;TfNSW T102;TfNSW T105; |
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Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined |
RMS (NSW) Method T116, RMS (NSW) Method T131 |
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Stabiliser rate of spread rate | In-situ measurement |
RMS (NSW) Method T136 |
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Sample collection | Aggregates | Not applicable | Aggregate from a stockpile |
AS 1141.3.1, RMS (NSW) Method T100 |
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Concrete, grout and mortar | Not applicable | Hardened concrete by coring |
AS 1012.14 |
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Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete |
AS 1012.1 |
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Soils | Not applicable | Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow |
AS 1289.1.2.1, RMS (NSW) Method T100 |
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 |
Armidale Annex Facility, Site No. 25732, is established from 1 October 2021 until 1 October 2024 for Northern Region Safety Works for TfNSW Safety Works, Contract No. P.0066021.04.001.003.004 |
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 |
Glen Innes Annex Facility, Site No. 25098, is established from 4 November 2019 until 1 July 2022 for: Contract: Deep Lift Program - Glen Innes for Roads and Maritime Services - Road Maintenance Division Contract No.: P.0036444 |
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.
2606
Site No.
2599
Print date
02 Jul 2022