National Association of Testing Authorities, Australia
Scope of Accreditation
Resource Laboratories 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 | Light particles contaminants | Segregation by density |
AS 1141.31 |
|
| Weak particles contaminants | Sieve analysis |
AS 1141.32, TfNSW TS 02799.03 |
|||
| Foreign material in recycled aggregate | Manual classification |
In-house method 1, In-house method 2 TfNSW TS 02799.51 |
|||
| Sugar | Fehlings solution |
AS 1141.35, TfNSW TS 02799.44 |
|||
| Clay and fine silt | Settling |
AS 1141.33, TfNSW TS 02799.43 |
|||
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Proportional calliper | AS 1141.14, TfNSW TS 02799.12 | |
| Particle size distribution | Sieve analysis | AS 1141.11.1, TfNSW TS 02799.02 | |||
| Shape | Crushed faces |
TfNSW TS 02799.36 |
|||
| Moisture content | Drying oven | TfNSW TS 02799.39 | |||
| Particle size distribution | Fine particles in road materials |
AS 1141.19; TfNSW T107; TfNSW TS 02795.03 |
|||
| Particle size distribution | Sieve analysis of material finer than 75 µm | AS 1141.12, TfNSW TS 02799.04 | |||
| Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable | AS 1141.22, TfNSW TS 02799.13 | |
| Evaluation of geotechnical and civil construction material - Rock properties | Rocks | Point load strength index | Not applicable |
AS 4133.4.1, TfNSW TS 02799.21 |
|
| Moisture content | Drying oven |
AS 4133.1.1.1 |
|||
| Evaluation of geotechnical and civil construction material - Rock strength and deformation | Rocks | Compressive strength | Uniaxial load rate controlled | AS 4133.4.2.1, TfNSW TS 02799.26 | |
| Compressive strength | Uniaxial strain rate controlled | AS 4133.4.2.2 | |||
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Sieve analysis | Not applicable |
AS 1289.3.6.1, TfNSW T106; TfNSW TS 02795.02 |
|
| 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 |
|||
| Plasticity index | Casagrande |
AS 1289.3.3.1, TfNSW T109 TfNSW TS 02795.05 |
|||
| Moisture content | Drying oven |
AS 1289.2.1.1, TfNSW TS 02795.14 |
|||
| Particle density | Not applicable |
AS 1289.3.5.1, TfNSW TS 02795.19,TfNSW TS 02795.20 |
|||
| Linear shrinkage | Not applicable |
AS 1289.3.4.1, TfNSW T113; TfNSW TS 02795.08 |
|||
| Fine particles in road materials | Not applicable |
TfNSW T107; TfNSW TS 02795.03 |
|||
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1, TfNSW TS 02795.06,TfNSW TS 02796.01 |
|
| Dry density/moisture content relationship | Three compaction point |
TfNSW TS 02795.24 |
|||
| 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, TfNSW TS 02795.07 |
|||
| Evaluation of geotechnical and civil construction material - Soil consolidation | Soils | Consolidation | One-dimensional |
AS 1289.6.6.1 |
|
| 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 | Dry density ratio | Calculation |
AS 1289.5.4.1 |
|
| Moisture ratio | Measured |
AS 1289.5.4.1 |
|||
| Compaction control | Hilf |
AS 1289.5.7.1 |
|||
| Relative compaction | Not applicable |
TfNSW TS 02795.28 |
|||
| Density - In situ | Sand-cone |
AS 1289.5.3.1 |
|||
| Evaluation of geotechnical and civil construction material - Soil fine particles | Soils | Fine particle analysis | Hydrometer | AS 1289.3.6.3, TfNSW TS 02795.48 | |
| Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Compressive strength | Uniaxial maximum dry | TfNSW TS 02795.09 | |
| Bearing ratio | Remoulded specimens | AS 1289.6.1.1, TfNSW TS 02795.11,TfNSW TS 02796.03 | |||
| 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 |
AS1289.1.1, TfNSW T105; 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 stabilisation | Soils | Compressive strength | Uniaxial unconfined |
TfNSW TS 02795.10,TfNSW TS 02796.02 |
|
| Cohesion of compacted material | Uniaxial unconfined |
AS 1141.52 |
|||
| Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a windrow |
AS 1141.3.1 |
|
| 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 |
AS 1289.1.2.1, 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.
17062
Site No.
18624
Print date
29 May 2026