National Association of Testing Authorities, Australia
Scope of Accreditation
Transport for NSW
Site
Ballina Laboratory
Accreditation No.
2606
Site No.
2600
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 |
|---|---|---|---|---|---|
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle density of fine aggregate | Weighing-in-water | AS 1141.5, RMS (NSW) Method T210 TfNSW TS 02799.09 | |
| Moisture content | Drying oven | RMS (NSW) Method T262 TfNSW TS 02799.39 | |||
| Water absorption of coarse aggregate | Not applicable | AS 1141.6.1, RMS (NSW) Method T209 TfNSW TS 02799.08 | |||
| Shape | Average least dimension | AS 1141.20.1, AS 1141.20.2, RMS (NSW) Method T235, RMS (NSW) Method T275 TfNSW TS 02799.32,TfNSW TS 02799.50 | |||
| Bulk density | Compacted | RMS (NSW) Method T212 TfNSW TS 02799.11 | |||
| Shape | Proportional calliper | RMS (NSW) Method T213 TfNSW TS 02799.12 | |||
| Bulk density | Uncompacted | RMS (NSW) Method T211 TfNSW TS 02799.10 | |||
| Water absorption of fine aggregate | Not applicable | AS 1141.5, RMS (NSW) Method T210 TfNSW TS 02799.09 | |||
| Particle density of coarse aggregate | Weighing-in-water | AS 1141.6.1, RMS (NSW) Method T209 TfNSW TS 02799.08 | |||
| Particle size distribution | Sieve analysis | AS 1141.11.1, RMS (NSW) Method T201 TfNSW TS 02799.02 | |||
| 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 | Texture depth | Sand patch | RMS (NSW) Method T240 TfNSW TS 02799.37 | |
| Skid resistance | British pendulum portable tester | RMS (NSW) Method T231, AS 1141.42 TfNSW TS 02799.28 | |||
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Plastic limit | Not applicable | AS 1289.3.2.1, TfNSW T109 TfNSW TS 02795.01,TfNSW TS 02795.05 | |
| Fine particles in road materials | Not applicable | TfNSW T107; TfNSW TS 02795.03 | |||
| Liquid limit | Casagrande four point; Casagrande one point | AS 1289.3.1.1, AS 1289.3.1.2, TfNSW T108 TfNSW TS 02795.01,TfNSW TS 02795.04 | |||
| Plasticity index | Casagrande | AS 1289.3.3.1, TfNSW T109 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 | TfNSW T113; TfNSW TS 02795.08 | |||
| Particle density | Not applicable | RMS (NSW) Method T127, RMS (NSW) Method T128 TfNSW TS 02795.19,TfNSW TS 02795.20 | |||
| Sieve analysis | Not applicable | AS 1289.3.6.1, TfNSW T106 TfNSW TS 02795.02 | |||
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | 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 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 | |||
| 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 | Compressive strength | Uniaxial maximum dry | RMS (NSW) Method T114 TfNSW TS 02795.09 | |
| Bearing ratio | Remoulded specimens | RMS (NSW) Method T117, RMS (NSW) Method T132, RMS (NSW) Method T167 TfNSW TS 02795.11,TfNSW TS 02796.03,TfNSW TS 02795.29 | |||
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Accelerated weathering pre-treatment | TfNSW T103 TfNSW TS 02794.03,TfNSW TS 02795.01 | |
| Soil pre-treatment | Repeated compaction pre-treatment | TfNSW T102 TfNSW TS 02794.02,TfNSW TS 02795.01 | |||
| Soil pre-treatment | Not applicable | AS 1289.1.1, RMS (NSW) Method T105;TfNSW T105; TfNSW TS 02795.01 | |||
| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Stabiliser rate of spread rate | In situ measurement | RMS (NSW) Method T136 TfNSW TS 02796.06 | |
| 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 | |
| Soils | Not applicable | Disturbed soil sampling from a stockpile | 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.
2600
Print date
12 Dec 2024