
National Association of Testing Authorities, Australia
Scope of Accreditation
Transport for NSW
Site
Hunter Region Laboratory
Accreditation No.
3088
Site No.
3081
Date of Accreditation
13 Jul 2020
Contact
Availability
Services conditionally available to external clients
Scope of Accreditation
ISO/IEC 17025 (2017)
Environment
Service | Product | Determinant | Technique | Procedure |
---|---|---|---|---|
Analysis for physical and chemical characteristics | Ground waters | pH | Direct reading instrument | TfNSW TS 02811.02 |
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Evaluation of geotechnical and civil construction material - Aggregate contaminants | Crushed glass | Organic impurities | Loss on ignition (LOI) | TfNSW TS 02799.56 | |
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle density of coarse aggregate | Weighing-in-water | AS 1141.6.1 TfNSW TS 02799.08 | |
Particle size distribution | Sieve analysis | AS 1141.11.1 TfNSW TS 02799.02 | |||
Shape | Proportional calliper | AS 1141.14 TfNSW TS 02799.12 | |||
Particle size distribution | Sieve analysis of material finer than 75 µm | AS 1141.12 TfNSW TS 02799.04 | |||
Shape | Average least dimension | AS 1141.20.1 TfNSW TS 02799.32 | |||
Water absorption of coarse aggregate; Water absorption of fine aggregate | Not applicable | AS 1141.5, AS 1141.6.1 TfNSW TS 02799.08, TfNSW TS 02799.09 | |||
Shape | Crushed faces | AS 1141.18 TfNSW TS 02799.36 | |||
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 - Asphalt extraction and grading | Asphalts | Bitumen content and aggregate grading | Reflux | AS/NZS 2891.3.1 TfNSW TS 02806.08 | |
Moisture content | Drying oven | AS/NZS 2891.10 TfNSW TS 02806.37 | |||
Evaluation of geotechnical and civil construction material - Asphalt specimen manufacture | Asphalts | Specimen conditioning | Handling and conditioning | AS/NZS 2891.2.1 | |
Specimen compaction | Gyratory compaction | AS/NZS 2891.2.2 TfNSW TS 002806.39 | |||
Evaluation of geotechnical and civil construction material - Asphalt volumetric properties | Asphalts | Bulk density | Presaturation | AS/NZS 2891.9.2 | |
Maximum density | Methylated spirits displacement; Water displacement | AS/NZS 2891.7.1, AS/NZS 2891.7.3 | |||
Voids and density relationship | Not applicable | AS/NZS 2891.8 (clause 5(a) only) | |||
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 | Compressive strength | Core; Cylinder | AS 1012.9, AS 1012.14 TfNSW TS 02800.07, TfNSW TS 02800.11 | |
Flexural strength | Modulus of rupture | AS 1012.11 | |||
Mass per unit volume - Hardened concrete | Water displacement | AS 1012.12.2 | |||
Mass per unit volume - Hardened concrete | Dimensions | AS 1012.12.1 | |||
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 | |
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 - Road pavement profile | Road pavements | Ride quality | Laser profilometer | TfNSW TS 02795.45, TfNSW TS 02795.46 | |
Evaluation of geotechnical and civil construction material - Road pavement structural performance | Road pavements | Structural performance evaluation | Benkelman beam; Deflection monitoring | TfNSW TS 02795.55, TfNSW TS 02795.22 | |
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics | Road pavements | Texture depth | Sand patch | TfNSW TS 02799.37 | |
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Sieve analysis | Not applicable | AS 1289.3.6.1, RMS (NSW) Method T106;TfNSW T106; TfNSW TS 02795.02 | |
Fine particles in road materials | Not applicable | RMS (NSW) Method T107;TfNSW T107; TfNSW TS 02795.03 | |||
Liquid limit | Casagrande | AS 1289.3.1.1, AS 1289.3.1.2, TfNSW TS 02795.04 | |||
Plasticity index | Casagrande | AS 1289.3.3.1 TfNSW TS 02795.05 | |||
Moisture content | Drying oven | AS 1289.2.1.1 TfNSW TS 02795.14 | |||
Linear shrinkage | Not applicable | AS 1289.3.4.1 TfNSW TS 02795.08 | |||
Plastic limit | Not applicable | AS 1289.3.2.1 TfNSW TS 02795.05 | |||
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 | AS 1289.5.1.1 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 | AS 1289.5.8.1 TfNSW TS 02795.36 | |
Compaction control | Hilf | AS 1289.5.7.1 | |||
Relative compaction | Not applicable | TfNSW TS 02795.28 | |||
Moisture ratio | Measured | AS 1289.5.4.1 | |||
Density - In situ | Sand pouring apparatus | TfNSW TS 02795.13 | |||
Dry density ratio | Calculation | AS 1289.5.4.1 | |||
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 | |
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens | TfNSW TS 02795.11, TfNSW TS 02796.03 | |
Evaluation of geotechnical and civil construction material - Soil natural contaminants | Soils | Acidity | pH | AS 1289.4.3.1 TfNSW TS 02795.16 | |
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Accelerated weathering pre-treatment | TfNSW TS 02794.03 | |
Soil pre-treatment | Repeated compaction pre-treatment | TfNSW TS 02794.02 | |||
Soil pre-treatment | 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 working time | Not applicable | TfNSW TS 02797.04 | |||
Sample collection | Aggregates | Not applicable | Aggregate from a stockpile | AS 1141.3.1 TfNSW TS 02794.01 | |
Asphalts | Not applicable | Extraction of a compacted asphalt slab; Extraction of an asphalt core - Dry technique; Extraction of an asphalt core - Wet technique; Loose asphalt | AS/NZS 2891.1.1, AS 2891.1.2, AS 2891.1.3 TfNSW TS 02806.24, TfNSW TS 02806.25 | ||
Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete | AS 1012.1 TfNSW TS 02800.01 | ||
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 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.
3088
Site No.
3081
Print date
19 Aug 2025