
National Association of Testing Authorities, Australia
Scope of Accreditation
GeoEnviro Consultancy Pty Ltd
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Linear shrinkage | Not applicable | AS 1289 3.4.1 TfNSW T113; TfNSW TS 02795.08 | |
Particle density | Not applicable | AS 1289 3.5.1 | |||
Plastic limit | Not applicable | AS 1289 3.2.1 TfNSW T109 TfNSW TS 02795.05 | |||
Liquid limit | Casagrande four point; Casagrande one point | AS 1289 3.1.1 AS 1289 3.1.2 TfNSW T108; TfNSW TS 02795.04 | |||
Moisture content | Drying oven | AS 1289 2.1.1 RMS (NSW) Method T120 TfNSW TS 02795.14 | |||
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 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable | AS 1289 5.4.2 | |
Dry density/moisture content relationship | Modified compactive effort | AS 1289 5.2.1 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 TfNSW TS 02795.06 | |||
Minimum and maximum dry density | Not applicable | AS 1289 5.5.1 | |||
Evaluation of geotechnical and civil construction material - Soil dispersion | Soils | Dispersion | Pinhole | AS 1289 3.8.3 | |
Dispersion | Percentage (%) | AS 1289 3.8.2 | |||
Dispersion | Emerson class | AS 1289.3.8.1 | |||
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Compaction control | Hilf | AS 1289 5.7.1 RMS (NSW) Method T162 TfNSW TS 02795.24 | |
Density index | Not applicable | AS 1289 5.6.1 | |||
Density - In situ | Nuclear gauge | AS 1289 5.8.1 RMS (NSW) Method T173 TfNSW TS 02795.36 | |||
Dry density ratio | Calculation | AS 1289 5.4.1 | |||
Density - In situ | Sand-cone | AS 1289 5.3.1 RMS (NSW) Method T119 TfNSW TS 02795.13 | |||
Relative compaction | Not applicable | RMS (NSW) Method T166 TfNSW TS 02795.28 | |||
Evaluation of geotechnical and civil construction material - Soil fine particles | Soils | Fine particle analysis | Hydrometer | AS 1289 3.6.3 | |
Evaluation of geotechnical and civil construction material - Soil in situ penetration | Soils | Penetration in situ | Dynamic cone; Perth sand penetrometer | AS 1289.6.3.2, AS 1289.6.3.3 | |
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens | AS 1289.6.1.1; RMS (NSW) Method T117 TfNSW TS 02795.11 | |
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | 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 reactivity | Soils | Reactivity | Shrink/swell | AS 1289.7.1.1 | |
Sample collection | Soils | Not applicable | Disturbed soil sampling in situ | AS 1289.1.2.1 |
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.
14208
Site No.
14201
Print date
15 Feb 2025