National Association of Testing Authorities, Australia
Scope of Accreditation
Geotest Services Pty Ltd
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
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 | Foreign material in recycled aggregate | Manual classification | RMS (NSW) Method T276 TfNSW TS 02799.51 | |
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle size distribution | Sieve analysis | AS 1141 11.1, RMS (NSW) Method T201 TfNSW TS 02799.02 | |
Particle size distribution | Sieve analysis of material finer than 75 µm | AS 1141.12, RMS (NSW) Method T203 TfNSW TS 02799.04 | |||
Evaluation of geotechnical and civil construction material - Road pavement structural performance | Road pavements | Structural performance evaluation | Benkelman beam | RMS (NSW)Method T160 | |
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Liquid limit | Casagrande one point | AS 1289.3.1.2 | |
Moisture content | Drying oven | AS1289.2.1.1,RMS (NSW)Method T120 | |||
Linear shrinkage | Not applicable | AS 1289.3.4.1, RMS (NSW) Method T113;TfNSW T113; TfNSW TS 02795.08 | |||
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 | |||
Plasticity index | Casagrande | AS 1289.3.3.1, RMS (NSW) Method T109;TfNSW T109;TfNSW T105; TfNSW TS 02795.01,TfNSW TS 02795.05 | |||
Sieve analysis | Not applicable | AS 1289.3.6.1 | |||
Liquid limit | Casagrande four point | AS 1289.3.1.1, RMS (NSW) Method T108;TfNSW T108;TfNSW T105; TfNSW TS 02795.01,TfNSW TS 02795.04 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Modified compactive effort | AS 1289.5.2.1, RMS (NSW) Method T112 TfNSW TS 02795.07 | |
Minimum and maximum dry density | Not applicable | AS 1289.5.5.1 | |||
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 | |||
Maximum dry density | Not applicable | RMS (NSW) Method T164 TfNSW TS 02795.26 | |||
Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable | AS 1289.5.4.2 | |||
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 electrical properties | Soils | Electrical resistance | Not applicable | In house method - Electrical Conductivity | |
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Relative compaction | Not applicable | RMS (NSW) Method T166 TfNSW TS 02795.28 | |
Dry density ratio | Calculation | AS 1289.5.4.1 | |||
Density index | Not applicable | AS 1289.5.6.1 | |||
Compaction control | Hilf | AS 1289.5.7.1 | |||
Field moisture content | 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; 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, 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 natural contaminants | Soils | Acidity | pH | AS 1289.4.3.1 | |
Evaluation of geotechnical and civil construction material - Soil permeability | Soils | Permeability | Percolation | In-house method - hydraulic conductivity | |
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable | AS 1289.1.1, RMS (NSW) Method T102;TfNSW T102;TfNSW T105;, RMS (NSW) Method T105 TfNSW TS 02794.02,TfNSW TS 02795.01 | |
Soil pre-treatment | Accelerated weathering pre-treatment | RMS (NSW) Method T103;TfNSW T103;TfNSW T105; TfNSW TS 02794.03,TfNSW TS 02795.01 | |||
Evaluation of geotechnical and civil construction material - Soil reactivity | Soils | Reactivity | Shrink/swell | AS 1289.7.1.1 | |
Evaluation of geotechnical and civil construction material - Soil thermal properties | Soils | Thermal conductivity | In situ measurement; Laboratory measurement | ASTM D5334 | |
Sample collection | Aggregates | Not applicable | Aggregate from a stockpile | AS 1141.3.1 | |
Soils | Not applicable | Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow | 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.
14360
Site No.
14353
Print date
08 Dec 2024