National Association of Testing Authorities, Australia
Scope of Accreditation
Transport for NSW
Site
Hunter Region Laboratory – Asset Maintenance Division – Engineering Services
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 T105; TfNSW TS 02795.01,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 T105; TfNSW TS 02795.01,TfNSW TS 02795.04 | |||
| Plastic limit | Not applicable | AS 1289.3.2.1, RMS (NSW) Method T109;TfNSW T109;TfNSW T105; TfNSW TS 02795.01,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, RMS (NSW) Method T103;TfNSW T103;TfNSW T105;0 TfNSW TS 02794.03,TfNSW TS 02795.01,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 T105; TfNSW TS 02794.03,TfNSW TS 02795.01 | |
| 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 T105; TfNSW TS 02794.02,TfNSW TS 02795.01 | |||
| 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 |
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
24 Nov 2024