National Association of Testing Authorities, Australia
Scope of Accreditation
Transport for NSW
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 size distribution | Sieve analysis | RMS (NSW) Method T201 TfNSW TS 02799.02 | |
Particle size distribution | Fine particles in road materials | TfNSW T107; TfNSW TS 02795.03 | |||
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 - Soil classification | Soils | Plasticity index | Casagrande | AS 1289 3.3.1 TfNSW T109; TfNSW TS 02795.05 | |
Sieve analysis | Not applicable | AS 1289 3.6.1 TfNSW T106; TfNSW TS 02795.02 | |||
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 TfNSW T108; AS 1289 3.1.2TfNSW TS 02795.04 | |||
Plastic limit | Not applicable | AS 1289 3.2.1 TfNSW T109; TfNSW TS 02795.05 | |||
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; Standard compactive effort; Three compaction point | RMS (NSW) Method T111, RMS (NSW) Method T130 RMS (NSW) Method T112RMS (NSW) Method T162 TfNSW TS 02795.06,TfNSW TS 02795.07,TfNSW TS 02796.01,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 T116 RMS (NSW) Method T131 TfNSW TS 02795.10,TfNSW TS 02796.02 | |
Bearing ratio | Remoulded specimens | RMS (NSW) Method T117 TfNSW TS 02795.11 | |||
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Accelerated weathering pre-treatment; Repeated compaction pre-treatment | TfNSW T102; TfNSW T103; TfNSW TS 02794.02,TfNSW TS 02794.03 | |
Soil pre-treatment | Not applicable | AS 1289 1.1 RMS (NSW) Method T105;TfNSW T105; TfNSW TS 02795.01 | |||
Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile | AS 1141 3.1 RMS (NSW) Method T100 TfNSW TS 02794.01 | |
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.
2606
Site No.
2823
Print date
07 Dec 2024