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 |
|---|---|---|---|---|---|
| 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, TfNSW TS 02799.43 | |
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Proportional calliper | AS 1141.14, TfNSW TS 02799.12 | |
| Particle size distribution | Sieve analysis | AS 1141.11.1, TfNSW TS 02799.02 | |||
| Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable | 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 | Mass per unit volume - Hardened concrete | Dimensions |
AS 1012.12.1 |
|
| Mass per unit volume - Hardened concrete | Water displacement |
AS 1012.12.2 |
|||
| Compressive strength | Core; Cylinder |
AS 1012.9, AS 1012.14, TfNSW TS 02800.11 |
|||
| 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, TfNSW TS 02800.11 |
|
| Specimen manufacture and curing | Curing cylinder specimens in the laboratory; In situ manufacture and curing of cylindrical specimens |
AS 1012.8.1 |
|||
| 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 | |||
| Evaluation of geotechnical and civil construction material - Road pavement structural performance | Road pavements | Structural performance evaluation | Benkelman beam; Deflection monitoring |
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 | TfNSW TS 02799.46 | |
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Moisture content | Drying oven |
AS 1289.2.1.1, TfNSW TS 02795.14 |
|
| Plasticity index | Casagrande |
AS 1289.3.3.1, TfNSW TS 02795.05 |
|||
| Linear shrinkage | Not applicable | AS 1289 3.4.1 | |||
| Plastic limit | Not applicable |
AS 1289.3.2.1, TfNSW TS 02795.05 |
|||
| Fine particles in road materials | Not applicable |
TfNSW TS 02795.03 |
|||
| Linear shrinkage | Not applicable |
AS 1289 3.4.1, TfNSW TS 02795.08 |
|||
| Sieve analysis | Not applicable |
AS 1289.3.6.1, TfNSW TS 02795.02 |
|||
| Liquid limit | Casagrande |
AS 1289.3.1.1, AS 1289.3.1.2, TfNSW TS 02795.04 |
|||
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Modified compactive effort |
TfNSW TS 02795.07 |
|
| Dry density/moisture content relationship | Standard compactive effort |
TfNSW TS 02795.06,TfNSW TS 02796.01 |
|||
| Dry density/moisture content relationship | Three compaction point |
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 |
TfNSW TS 02795.36 |
|
| Relative compaction | Not applicable |
TfNSW TS 02795.28 |
|||
| Density - In situ | Sand pouring apparatus |
TfNSW TS 02795.13 |
|||
| Evaluation of geotechnical and civil construction material - Soil in situ penetration | Soils | Penetration - In situ | Dynamic cone | TfNSW TS 02795.23 | |
| Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens | TfNSW TS 02795.11,TfNSW TS 02796.03 | |
| Compressive strength | Uniaxial maximum dry |
TfNSW TS 02795.09 |
|||
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Repeated compaction pre-treatment |
TfNSW TS 02794.02 |
|
| Soil pre-treatment | Accelerated weathering pre-treatment |
TfNSW TS 02794.03 |
|||
| Evaluation of geotechnical and civil construction material - Soil sample preparation | Soils | Preparation of disturbed samples | Not applicable |
AS 1289.1.1, TfNSW TS 02795.01 |
|
| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined |
TfNSW TS 02795.10,TfNSW TS 02796.02 |
|
| Stabiliser rate of spread rate | In situ measurement |
TfNSW TS 02796.06 |
|||
| Sample collection | Aggregates | Not applicable | Aggregate from a stockpile |
AS 1141.3.1, TfNSW TS 02794.01 |
|
| Concrete, grout and mortar | Not applicable | Hardened concrete by coring |
AS 1012.14 |
||
| Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete |
AS 1012.1 |
|||
| 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, 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 (SoA).
Grey text appearing in a SoA is additional freetext providing further refinement or information on the data in the preceding line entry.
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Accreditation No.
2606
Site No.
2599
Print date
26 Aug 2026