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 |
|---|---|---|---|---|---|
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle size distribution | Fine particles in road materials |
TfNSW TS 02795.03 |
|
| Particle size distribution | Sieve analysis |
TfNSW TS 02799.02 |
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| Shape | Proportional calliper | TfNSW TS 02799.12 | |||
| 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 - 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 - Soil classification | Soils | Sieve analysis | Not applicable |
AS 1289 3.6.1 TfNSW TS 02795.02 |
|
| Fine particles in road materials | Not applicable |
TfNSW TS 02795.03 |
|||
| Liquid limit | Casagrande four point; Casagrande one point |
AS 1289 3.1.1 AS 1289 3.1.2 TfNSW TS 02795.04 |
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| Plasticity index | Casagrande |
AS 1289 3.3.1 TfNSW TS 02795.05 |
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| Plastic limit | Not applicable |
AS 1289 3.2.1 TfNSW TS 02795.05 |
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| Moisture content | Drying oven |
AS 1289 2.1.1 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; Standard compactive effort; Three compaction point |
TfNSW TS 02795.06, TfNSW TS 02795.07, TfNSW TS 02796.01, TfNSW TS 02795.24 |
|
| Evaluation of geotechnical and civil construction material - Soil field density | Soils | Density - In situ | Nuclear gauge |
AS 1289 5.8.1 TfNSW TS 02795.36 |
|
| Relative compaction | Not applicable |
TfNSW TS 02795.28 |
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| 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 | |
| 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 |
|
| 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 | |
| Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile |
AS 1141 3.1 TfNSW TS 02794.01 |
|
| Soils | Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling in situ |
AS 1289 1.2.1 TfNSW TS 02794.01 |
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Accreditation No.
2606
Site No.
2823
Print date
05 Jun 2026