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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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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 properties | Aggregates | Particle size distribution | Sieve analysis |
AS 1141.11.1 TfNSW TS 02799.02 |
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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 TfNSW TS 02800.02 |
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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 TfNSW TS 02800.05 |
|
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Linear shrinkage | Not applicable |
AS 1289.3.4.1 TfNSW TS 02795.08 |
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Moisture content | Drying oven |
AS 1289.2.1.1 TfNSW TS 02795.14 |
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Plasticity index | Casagrande |
AS 1289.3.3.1 TfNSW TS 02795.01,TfNSW TS 02795.05 |
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Plastic limit | Not applicable |
AS 1289.3.2.1 TfNSW TS 02795.01,TfNSW TS 02795.05 |
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Fine particles in road materials; Sieve analysis | Not applicable |
TfNSW TS 02795.02,TfNSW TS 02795.03 |
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Liquid limit | Casagrande four point; Casagrande one point |
AS 1289.3.1.1, AS 1289.3.1.2 TfNSW TS 02795.01,TfNSW TS 02795.04 |
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Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Three compaction point |
TfNSW TS 02795.24 |
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Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1 TfNSW TS 02795.06,TfNSW TS 02796.01 |
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Evaluation of geotechnical and civil construction material - Soil field density | Soils | Compaction control | Hilf |
AS 1289.5.7.1 |
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Relative compaction | Not applicable |
TfNSW TS 02795.28 |
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Density - In-situ | Sand pouring apparatus |
TfNSW TS 02795.13 |
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Density - In-situ | Nuclear gauge |
AS 1289.5.8.1 TfNSW TS 02795.36 |
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Evaluation of geotechnical and civil construction material - Soil in-situ penetration | Soils | Penetration in-situ | Dynamic cone |
AS 1289.6.3.2 TfNSW TS 02795.23 |
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Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens | TfNSW TS 02795.11 | |
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Accelerated weathering pre-treatment; Repeated compaction pre-treatment |
TfNSW TS 02794.02,TfNSW TS 02794.03,TfNSW TS 02795.01 |
|
Soil pre-treatment | Not applicable |
AS 1289.1.1 TfNSW TS 02795.01 |
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Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined |
TfNSW TS 02795.10,TfNSW TS 02796.02 |
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Sample collection | Aggregates | Not applicable | Aggregate from a stockpile |
AS 1141.3.1 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 TfNSW TS 02800.01 |
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Soils | Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling in-situ |
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.
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.
14347
Print date
27 Jul 2024