National Association of Testing Authorities, Australia
Scope of Accreditation
Transport for NSW
Site
Wagga Wagga Regional Laboratory
Accreditation No.
2667
Site No.
2660
Date of Accreditation
13 Jul 2020
Contact
Availability
Services conditionally available to external clients
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
Suspended Evaluation of geotechnical and civil construction material - Road pavement profile | Road pavements | Ride quality | Laser profilometer | RMS (NSW) Method T187, RMS (NSW) Method T188 TfNSW TS 02795.45,TfNSW TS 02795.46 | |
| 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 | Shape | Average least dimension | AS 1141.20.1, AS 1141.20.2, RMS (NSW) Method T235, RMS (NSW) Method T275 TfNSW TS 02799.32,TfNSW TS 02799.50 | |
| Particle size distribution | Fine particles in road materials | TfNSW T107; TfNSW TS 02795.03 | |||
| Shape | Proportional calliper | 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 soundness | Aggregates | Soundness | Degradation factor on fine aggregate | AS 1141.25.3 | |
| 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, RMS (NSW) Method T301 TfNSW TS 02800.02 | |
| 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, RMS (NSW) Method T316 TfNSW TS 02800.16 | |
| Specimen preparation | Capping of compressive strength specimens | RMS (NSW) Method T305 TfNSW TS 02800.06 | |||
| Compressive strength | Core; Cylinder | AS 1012.9, AS 1012.14, RMS (NSW) Method T306, RMS (NSW) Method T310 TfNSW TS 02800.07,TfNSW TS 02800.11 | |||
| Mass per unit volume - Hardened concrete | Water displacement | AS 1012.12.2, RMS (NSW) Method T317 TfNSW TS 02800.17 | |||
| 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 | |
| Specimen conditioning | Wet conditioning of hardened concrete core specimens | AS 1012.14, RMS (NSW) Method T310 TfNSW TS 02800.11 | |||
| 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 - 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 | |
| Plastic limit | Not applicable | AS 1289.3.2.1, TfNSW T109 TfNSW TS 02795.05 | |||
| Plasticity index | Casagrande | AS 1289.3.3.1; TfNSW T109 TfNSW TS 02795.05 | |||
| Moisture content | Drying oven | AS 1289.2.1.1, RMS (NSW) Method T120 TfNSW TS 02795.14 | |||
| Linear shrinkage | Not applicable | TfNSW T113; TfNSW TS 02795.08 | |||
| Sieve analysis | Not applicable | AS 1289.3.6.1, TfNSW T106; TfNSW TS 02795.02 | |||
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Modified compactive effort; Standard compactive effort | RMS (NSW) Method T111, RMS (NSW) Method T112, RMS (NSW) Method T130 TfNSW TS 02795.06,TfNSW TS 02795.07,TfNSW TS 02796.01 | |
| Dry density/moisture content relationship | Three compaction point | RMS (NSW) Method T162 TfNSW TS 02795.24 | Mobile capability for RMS (NSW) Method T162 | ||
| Evaluation of geotechnical and civil construction material - Soil field density | Soils | Relative compaction | Not applicable | RMS (NSW) Method T166 TfNSW TS 02795.28 | Mobile capability for RMS (NSW) Method T166 |
| Density - In situ | Nuclear gauge | AS 1289.5.8.1, RMS (NSW) Method T173 TfNSW TS 02795.36 | |||
| Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Compressive strength | Uniaxial maximum dry | RMS (NSW) Method T114 TfNSW TS 02795.09 | |
| Bearing ratio | Remoulded specimens | RMS (NSW) Method T117, RMS (NSW) Method T132 TfNSW TS 02795.11,TfNSW TS 02796.03 | |||
| Evaluation of geotechnical and civil construction material - Soil permeability | Soils | Permeability | Falling head for a remoulded specimen | AS 1289.6.7.2 | |
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Accelerated weathering pre-treatment | TfNSW T103 TfNSW TS 02794.03 | |
| 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 | Mobile capability for RMS (NSW) Method T105; TfNSW T105 | ||
| 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 | |
| Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck | 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 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, RMS (NSW) Method T100 TfNSW TS 02794.01 |
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Three compaction point | RMS (NSW) Method T162 TfNSW TS 02795.24 | |
| Evaluation of geotechnical and civil construction material - Soil field density | Soils | Relative compaction | Not applicable | RMS (NSW) Method T166 TfNSW TS 02795.28 | |
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable | RMS (NSW) Method T105;TfNSW T105; TfNSW TS 02795.01 |
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Three compaction point | RMS (NSW) Method T162 TfNSW TS 02795.24 | |
| Evaluation of geotechnical and civil construction material - Soil field density | Soils | Relative compaction | Not applicable | RMS (NSW) Method T166 TfNSW TS 02795.28 | |
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable | RMS (NSW) Method T105;TfNSW T105; TfNSW TS 02795.01 |
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Three compaction point | RMS (NSW) Method T162 TfNSW TS 02795.24 | |
| Evaluation of geotechnical and civil construction material - Soil field density | Soils | Relative compaction | Not applicable | RMS (NSW) Method T166 TfNSW TS 02795.28 | |
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable | RMS (NSW) Method T105;TfNSW T105; TfNSW TS 02795.01 |
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Moisture content | Drying oven | TfNSW TS 02795.14 | |
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Three compaction point | RMS (NSW) Method T162 TfNSW TS 02795.24 | |
| Evaluation of geotechnical and civil construction material - Soil field density | Soils | Relative compaction | Not applicable | RMS (NSW) Method T166 TfNSW TS 02795.28 | |
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable | RMS (NSW) Method T105;TfNSW T105; TfNSW TS 02795.01 | |
| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined | TfNSW TS 02795.10 |
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Three compaction point | RMS (NSW) Method T162 TfNSW TS 02795.24 | |
| Evaluation of geotechnical and civil construction material - Soil field density | Soils | Relative compaction | Not applicable | RMS (NSW) Method T166 TfNSW TS 02795.28 | |
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable | RMS (NSW) Method T105;TfNSW T105; TfNSW TS 02795.01 |
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Three compaction point | RMS (NSW) Method T162 TfNSW TS 02795.24 | |
| Evaluation of geotechnical and civil construction material - Soil field density | Soils | Relative compaction | Not applicable | RMS (NSW) Method T166 TfNSW TS 02795.28 | |
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable | RMS (NSW) Method T105;TfNSW T105; TfNSW TS 02795.01 |
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.
2667
Site No.
2660
Print date
13 Jul 2025