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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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Accreditation is held to establish new branch sitesBranch site (Northern Mobile - site no. 25647) | 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 | ||
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 TfNSW TS 02799.43 |
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Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Proportional calliper |
AS 1141 .14 RMS (NSW) Method T213 TfNSW TS 02799.12 |
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Particle size distribution | Sieve analysis |
AS 1141 11.1 RMS (NSW) Method T201 TfNSW TS 02799.02 |
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Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable |
RMS (NSW) Method T215 TfNSW TS 02799.13 |
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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 | Compressive strength | Core; Cylinder |
AS 1012.9, AS 1012.14, RMS (NSW) Method T310 TfNSW TS 02800.11 |
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Mass per unit volume - Hardened concrete | Water displacement |
AS 1012.12.2 |
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Mass per unit volume - Hardened concrete | Dimensions |
AS 1012.12.1 |
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Air content of freshly mixed concrete | Increased air pressure | AS 1012.4.2 | |||
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen conditioning | Wet conditioning of hardened concrete core specimens |
AS 1012.14, RMS (NSW) Method T310 TfNSW TS 02800.11 |
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Specimen manufacture and curing | Curing flexural strength specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens; In-situ manufacture and curing of flexural strength specimens | TfNSW 02800.05 | |||
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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Evaluation of geotechnical and civil construction material - Road pavement structural performance | Road pavements | Structural performance evaluation | Benkelman beam; Deflection monitoring |
RMS (NSW) Method T160, TfNSW T199; TfNSW TS 02795.22,TfNSW TS 02795.55 |
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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 TfNSW TS 02799.46 |
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Evaluation of geotechnical and civil construction material - Soil classification | Soils | Liquid limit | Casagrande four point; Casagrande one point |
AS 1289.3.1.1, AS 1289.3.1.2, TfNSW T108 TfNSW TS 02795.04 |
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Linear shrinkage | Not applicable | AS 1289 3.4.1 | |||
Linear shrinkage | Not applicable |
TfNSW T113 TfNSW TS 02795.08 |
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Plastic limit | Not applicable |
AS 1289.3.2.1, TfNSW T109 TfNSW TS 02795.05 |
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Sieve analysis | Not applicable |
AS 1289.3.6.1, TfNSW T106; TfNSW TS 02795.02 |
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Plasticity index | Casagrande |
AS 1289.3.3.1, TfNSW T109 TfNSW TS 02795.05 |
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Fine particles in road materials | Not applicable |
TfNSW T107 TfNSW TS 02795.03 |
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Moisture content | Drying oven |
AS 1289.2.1.1, RMS (NSW) Method T120 TfNSW TS 02795.14 |
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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 TfNSW TS 02795.07 |
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Dry density/moisture content relationship | Standard compactive effort |
RMS (NSW) Method T111, RMS (NSW) Method T130 TfNSW TS 02795.06,TfNSW TS 02796.01 |
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Dry density/moisture content relationship | Three compaction point |
RMS (NSW) Method T162 TfNSW TS 02795.24 |
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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 | Nuclear gauge |
AS 1289.5.8.1, RMS (NSW) Method T173 TfNSW TS 02795.36 |
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Relative compaction | Not applicable |
RMS (NSW) Method T166 TfNSW TS 02795.28 |
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Density - In-situ | Sand pouring apparatus |
RMS (NSW) Method T119 TfNSW TS 02795.13 |
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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 TfNSW TS 02795.23 |
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Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens |
RMS (NSW) Method T117, RMS (NSW) Method T132 TfNSW TS 02795.11,TfNSW TS 02796.03 |
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Compressive strength | Uniaxial maximum dry |
RMS (NSW) Method T114 TfNSW TS 02795.09 |
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Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Repeated compaction pre-treatment |
TfNSW T102 TfNSW TS 02794.02 |
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Soil pre-treatment | Not applicable |
AS 1289.1.1, RMS (NSW) Method T105;TfNSW T105; TfNSW TS 02795.01 |
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Soil pre-treatment | Accelerated weathering pre-treatment |
TfNSW T103 TfNSW TS 02794.03 |
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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 TfNSW TS 02795.10,TfNSW TS 02796.02 |
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Stabiliser rate of spread rate | In-situ measurement |
RMS (NSW) Method T136 TfNSW TS 02796.06 |
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Sample collection | Aggregates | Not applicable | Aggregate from a stockpile |
AS 1141.3.1, RMS (NSW) Method T100 TfNSW TS 02794.01 |
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Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete |
AS 1012.1 |
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Not applicable | Hardened concrete by coring |
AS 1012.14 |
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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 TfNSW TS 02794.01 |
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
27 Jul 2024