National Association of Testing Authorities, Australia
Scope of Accreditation
Transport for NSW
Site
Grafton Laboratory
Accreditation No.
2606
Site No.
2599
Date of Accreditation
13 Jul 2020
Address
Heber Street
South Grafton, NSW 2460
Australia
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 |
|---|---|---|---|---|---|
| Accreditation is held to establish new branch sitesBranch site (Northern Mobile - site no. 25647) | 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 | ||
| 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 contaminants | Aggregates | Clay and fine silt | Settling | AS 1141 33 RMS (NSW) Method T268 TfNSW TS 02799.43 | |
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | 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 | |||
| 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 | |
| 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, RMS (NSW) Method T310 TfNSW TS 02800.11 | |
| Mass per unit volume - Hardened concrete | Water displacement | AS 1012.12.2 | |||
| Mass per unit volume - Hardened concrete | Dimensions | AS 1012.12.1 | |||
| Air content of freshly mixed concrete | Increased air pressure | AS 1012.4.2 | |||
| 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, RMS (NSW) Method T310 TfNSW TS 02800.11 | |
| Specimen manufacture and curing | Curing flexural strength specimens in the laboratory; In situ manufacture and curing of cylindrical specimens; In situ manufacture and curing of flexural strength specimens | TfNSW 02800.05 | |||
| Specimen manufacture and curing | Curing cylinder specimens in the laboratory; In situ manufacture and curing of cylindrical specimens | AS 1012.8.1 | |||
| 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 - Road pavement surfacing characteristics | Road pavements | Penetration depth | Ball embedment | RMS (NSW) Method T271 TfNSW TS 02799.46 | |
| 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 | |
| Linear shrinkage | Not applicable | AS 1289 3.4.1 | |||
| Linear shrinkage | Not applicable | TfNSW T113 TfNSW TS 02795.08 | |||
| Plastic limit | Not applicable | AS 1289.3.2.1, TfNSW T109 TfNSW TS 02795.05 | |||
| Sieve analysis | Not applicable | AS 1289.3.6.1, TfNSW T106; TfNSW TS 02795.02 | |||
| Plasticity index | Casagrande | AS 1289.3.3.1, TfNSW T109 TfNSW TS 02795.05 | |||
| Fine particles in road materials | Not applicable | TfNSW T107 TfNSW TS 02795.03 | |||
| Moisture content | Drying oven | AS 1289.2.1.1, RMS (NSW) Method T120 TfNSW TS 02795.14 | |||
| 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 | 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 | Nuclear gauge | AS 1289.5.8.1, RMS (NSW) Method T173 TfNSW TS 02795.36 | |
| Relative compaction | Not applicable | RMS (NSW) Method T166 TfNSW TS 02795.28 | |||
| Density - In situ | Sand pouring apparatus | RMS (NSW) Method T119 TfNSW TS 02795.13 | |||
| Evaluation of geotechnical and civil construction material - Soil in situ penetration | Soils | Penetration in situ | Dynamic cone | RMS (NSW) Method T161 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 | |
| Compressive strength | Uniaxial maximum dry | RMS (NSW) Method T114 TfNSW TS 02795.09 | |||
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | 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 | |||
| Soil pre-treatment | Accelerated weathering pre-treatment | TfNSW T103 TfNSW TS 02794.03 | |||
| 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 | |
| Stabiliser rate of spread rate | In situ measurement | RMS (NSW) Method T136 TfNSW TS 02796.06 | |||
| Sample collection | Aggregates | Not applicable | Aggregate from a stockpile | 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 soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow | 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.
2606
Site No.
2599
Print date
13 Dec 2024