
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 | RMS (NSW) T1002 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 - 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 size distribution | Sieve analysis of material finer than 75 µm | AS 1141.12, RMS (NSW) Method T203 TfNSW TS 02799.04 | |
Shape | Crushed faces | AS 1141.18, RMS (NSW) Method T239 TfNSW TS 02799.36 | |||
Water absorption of coarse aggregate; Water absorption of fine aggregate | Not applicable | AS 1141.6.1, RMS (NSW) Method T209, AS 1141.5, RMS (NSW) Method T210, TfNSW TS 02799.08, TfNSW TS 02799.09 | |||
Shape | Average least dimension | AS 1141.20.1, RMS (NSW) Method T235 TfNSW TS 02799.32 | |||
Shape | Proportional calliper | AS 1141.14, 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 | |||
Particle density of coarse aggregate | Weighing-in-water | AS 1141.6.1, RMS (NSW) Method T209 TfNSW TS 02799.08 | |||
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 - 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 | Maximum density | Methylated spirits displacement; Water displacement | AS/NZS 2891.7.1, AS/NZS 2891.7.3 | |
Bulk density | Presaturation | AS/NZS 2891.9.2 | |||
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, 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 | |
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 | |||
Flexural strength | Modulus of rupture | AS 1012.11 | |||
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, RMS (NSW) Method T304 TfNSW TS 02800.05 | |
Specimen conditioning | Wet conditioning of hardened concrete core specimens | AS 1012.14 | |||
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 | |
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 | RMS (NSW) Method T240 TfNSW TS 02799.37 | |
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Plasticity index | Casagrande | AS 1289.3.3.1, RMS (NSW) Method T109;TfNSW T109 TfNSW TS 02795.05 | |
Fine particles in road materials | Not applicable | RMS (NSW) Method T107;TfNSW T107; TfNSW TS 02795.03 | |||
Sieve analysis | AS 1289.3.6.1, RMS (NSW) Method T106;TfNSW T106; TfNSW TS 02795.02 | ||||
Liquid limit | Casagrande four point; Casagrande one point | AS 1289.3.1.1, AS 1289.3.1.2, RMS (NSW) Method T108;TfNSW T108 TfNSW TS 02795.04 | |||
Plastic limit | Not applicable | AS 1289.3.2.1, RMS (NSW) Method T109;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 | AS 1289.3.4.1, RMS (NSW) Method T113;TfNSW T113; TfNSW TS 02795.08 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Modified compactive effort | RMS (NSW) Method T112 TfNSW TS 02795.07 | |
Dry density/moisture content relationship | Standard compactive effort | AS 1289.5.1.1, RMS (NSW) Method T111, RMS (NSW) Method T130 TfNSW TS 02795.06,TfNSW TS 02796.01 | |||
Dry density/moisture content relationship | Three compaction point | RMS (NSW) Method T162 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 | Sand pouring apparatus | RMS (NSW) Method T119 TfNSW TS 02795.13 | |
Dry density ratio | Calculation | AS 1289.5.4.1 | |||
Compaction control | Hilf | AS 1289.5.7.1 | |||
Moisture ratio | Measured | AS 1289.5.4.1 | |||
Relative compaction | Not applicable | RMS (NSW) Method T166 TfNSW TS 02795.28 | |||
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 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 | RMS (NSW) Method T117, RMS (NSW) Method T132 TfNSW TS 02795.11,TfNSW TS 02796.03 | |
Evaluation of geotechnical and civil construction material - Soil natural contaminants | Soils | Acidity - Potential | pH | RMS (NSW) Method T103;TfNSW T103;TfNSW T105;1 TfNSW TS 02794.03,TfNSW TS 02795.01 | |
Acidity | pH | AS 1289.4.3.1, RMS (NSW) Method T123, ,TfNSW TS 02795.16 | |||
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Accelerated weathering pre-treatment | RMS (NSW) Method T103;TfNSW T103 TfNSW TS 02794.03 | |
Soil pre-treatment | Not applicable | AS 1289.1.1, RMS (NSW) Method T105;TfNSW T105; TfNSW TS 02795.01 | |||
Soil pre-treatment | Repeated compaction pre-treatment | RMS (NSW) Method T102;TfNSW T102 TfNSW TS 02794.02 | |||
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Stabiliser working time | Not applicable | RMS (NSW) Method T147 TfNSW TS 02797.04 | |
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 stockpile | AS 1141.3.1, RMS (NSW) Method T100 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 2891.1.1, AS 2891.1.2, AS 2891.1.3, RMS (NSW) Method T631; TfNSW T631; RMS (NSW) Method T632; TfNSW T632 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, RMS (NSW) Method T300 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, RMS (NSW) Method T100 TfNSW TS 02794.01 |
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Accreditation No.
3088
Site No.
3081
Print date
18 Feb 2025