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 |
---|---|---|---|---|---|
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 | |
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Proportional calliper | AS 1141 .14 RMS (NSW) Method T213 TfNSW TS 02799.12 | |
Particle size distribution | Sieve analysis | AS 1141 11.1 RMS (NSW) Method T201 TfNSW TS 02799.02 | |||
Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable | RMS (NSW) Method T215 TfNSW TS 02799.13 | |
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 | Compressive strength | Core; Cylinder | AS 1012.9, AS 1012.14, RMS (NSW) Method T310 TfNSW TS 02800.11 | |
Mass per unit volume - Hardened concrete | Water displacement | AS 1012.12.2 | |||
Mass per unit volume - Hardened concrete | Dimensions | AS 1012.12.1 | |||
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 | |
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 | |||
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 | |
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 | |
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 | |
Linear shrinkage | Not applicable | AS 1289 3.4.1 | |||
Linear shrinkage | Not applicable | TfNSW T113 TfNSW TS 02795.08 | |||
Plastic limit | Not applicable | AS 1289.3.2.1, TfNSW T109 TfNSW TS 02795.05 | |||
Sieve analysis | Not applicable | AS 1289.3.6.1, TfNSW T106; TfNSW TS 02795.02 | |||
Plasticity index | Casagrande | AS 1289.3.3.1, TfNSW T109 TfNSW TS 02795.05 | |||
Fine particles in road materials | Not applicable | TfNSW T107 TfNSW TS 02795.03 | |||
Moisture content | Drying oven | AS 1289.2.1.1, RMS (NSW) Method T120 TfNSW TS 02795.14 | |||
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 | |
Dry density/moisture content relationship | Standard compactive effort | RMS (NSW) Method T111, RMS (NSW) Method T130 TfNSW TS 02795.06,TfNSW TS 02796.01 | |||
Dry density/moisture content relationship | Three compaction point | RMS (NSW) Method T162 TfNSW TS 02795.24 | |||
Evaluation of geotechnical and civil construction material - Soil dispersion | Soils | Dispersion | Emerson class | AS 1289.3.8.1 | |
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 | |
Relative compaction | Not applicable | RMS (NSW) Method T166 TfNSW TS 02795.28 | |||
Density - In-situ | Sand pouring apparatus | RMS (NSW) Method T119 TfNSW TS 02795.13 | |||
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 | |
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 | |
Compressive strength | Uniaxial maximum dry | RMS (NSW) Method T114 TfNSW TS 02795.09 | |||
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Repeated compaction pre-treatment | TfNSW T102 TfNSW TS 02794.02 | |
Soil pre-treatment | Not applicable | AS 1289.1.1, RMS (NSW) Method T105;TfNSW T105; TfNSW TS 02795.01 | |||
Soil pre-treatment | Accelerated weathering pre-treatment | TfNSW T103 TfNSW TS 02794.03 | |||
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 | |
Stabiliser rate of spread rate | In-situ measurement | RMS (NSW) Method T136 TfNSW TS 02796.06 | |||
Sample collection | Aggregates | Not applicable | Aggregate from a stockpile | AS 1141.3.1, RMS (NSW) Method T100 TfNSW TS 02794.01 | |
Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete | AS 1012.1 | ||
Not applicable | Hardened concrete by coring | AS 1012.14 | |||
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
04 Oct 2024