
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 |
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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 | Shape | Average least dimension |
AS 1141.20.1, AS 1141.20.2, RMS (NSW) Method T235, RMS (NSW) Method T275 |
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Particle size distribution | Fine particles in road materials |
RMS (NSW) Method T107;TfNSW T107; |
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Shape | Proportional calliper |
RMS (NSW) Method T213 |
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Particle size distribution | Sieve analysis |
AS 1141.11.1, RMS (NSW) Method T201 |
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Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Degradation factor on fine aggregate |
AS 1141.25.3 |
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Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable |
RMS (NSW) Method T215 |
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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, RMS (NSW) Method T301 |
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Compactibility index | Not applicable |
AS 1012.3.4 |
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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 |
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Specimen preparation | Capping of compressive strength specimens |
RMS (NSW) Method T305 |
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Compressive strength | Core; Cylinder |
AS 1012.9, AS 1012.14, RMS (NSW) Method T306, RMS (NSW) Method T310 |
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Mass per unit volume - Hardened concrete | Water displacement |
AS 1012.12.2, RMS (NSW) Method T317 |
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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 |
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Specimen conditioning | Wet conditioning of hardened concrete core specimens |
AS 1012.14, RMS (NSW) Method T310 |
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Evaluation of geotechnical and civil construction material - Road pavement profile | Road pavements | Ride quality | Laser profilometer |
RMS (NSW) Method T187, RMS (NSW) Method T188 |
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Evaluation of geotechnical and civil construction material - Road pavement structural performance | Road pavements | Structural performance evaluation | Benkelman beam; Deflection monitoring |
RMS (NSW) Method T160, RMS (NSW) Method T199;TfNSW T199; |
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Evaluation of geotechnical and civil construction material - Soil classification | Soils | Moisture content | Drying oven |
AS 1289.2.1.1, RMS (NSW) Method T120 |
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Linear shrinkage | Not applicable |
RMS (NSW) Method T113;TfNSW T113; |
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Plasticity index | Casagrande |
AS 1289.3.3.1; RMS (NSW) Method T109;TfNSW T109 |
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Liquid limit | Casagrande four point; Casagrande one point |
AS 1289.3.1.1, AS 1289.3.1.2, RMS (NSW) Method T108;TfNSW T108 |
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Sieve analysis | Not applicable |
AS 1289.3.6.1, RMS (NSW) Method T106;TfNSW T106; |
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Plastic limit | Not applicable |
AS 1289.3.2.1, RMS (NSW) Method T109;TfNSW T109 |
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Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Three compaction point |
RMS (NSW) Method T162 |
Mobile capability for RMS (NSW) Method T162 |
Dry density/moisture content relationship | Modified compactive effort; Standard compactive effort |
RMS (NSW) Method T111, RMS (NSW) Method T112, RMS (NSW) Method T130 |
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Evaluation of geotechnical and civil construction material - Soil field density | Soils | Relative compaction | Not applicable |
RMS (NSW) Method T166 |
Mobile capability for RMS (NSW) Method T166 |
Density - In-situ | Nuclear gauge |
AS 1289.5.8.1, RMS (NSW) Method T173 |
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Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Compressive strength | Uniaxial maximum dry |
RMS (NSW) Method T114 |
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Bearing ratio | Remoulded specimens |
RMS (NSW) Method T117, RMS (NSW) Method T132 |
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Evaluation of geotechnical and civil construction material - Soil permeability | Soils | Permeability | Falling head for a remoulded specimen |
AS 1289.6.7.2 |
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Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Accelerated weathering pre-treatment |
RMS (NSW) Method T103;TfNSW T103 |
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Soil pre-treatment | Not applicable |
AS 1289.1.1, RMS (NSW) Method T105;TfNSW T105; |
Mobile capability for RMS (NSW) Method T105; TfNSW T105 | ||
Soil pre-treatment | Repeated compaction pre-treatment |
RMS (NSW) Method T102;TfNSW T102 |
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Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined |
RMS (NSW) Method T116, RMS (NSW) Method T131 |
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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 |
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Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete |
AS 1012.1 |
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Not applicable | Hardened concrete by coring |
AS 1012.14 |
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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 from a windrow; Disturbed soil sampling in-situ |
AS 1289.1.2.1, RMS (NSW) Method T100 |
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 | |
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Relative compaction | Not applicable | RMS (NSW) Method T166 | |
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable |
RMS (NSW) Method T105;TfNSW T105; |
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 |
|
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Relative compaction | Not applicable |
RMS (NSW) Method T166 |
|
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable |
RMS (NSW) Method T105;TfNSW T105; |
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 |
|
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Relative compaction | Not applicable |
RMS (NSW) Method T166 |
|
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable |
RMS (NSW) Method T105;TfNSW T105; |
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 | |
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Relative compaction | Not applicable |
RMS (NSW) Method T166 |
|
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable |
RMS (NSW) Method T105;TfNSW T105; |
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 | |
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Relative compaction | Not applicable |
RMS (NSW) Method T166 |
|
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable |
RMS (NSW) Method T105;TfNSW T105; |
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 | |
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Relative compaction | Not applicable |
RMS (NSW) Method T166 |
|
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable |
RMS (NSW) Method T105;TfNSW T105; |
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
01 Jul 2022