
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 |
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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 |
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Weak particles contaminants | Sieve analysis |
AS 1141.32, RMS (NSW) Method T202 |
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Foreign material in recycled aggregate | Manual classification |
RMS (NSW) Method T276, Resource Lab in-house method 1, Resource Lab in-house method 2 |
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Sugar | Fehlings solution |
AS 1141.35, RMS (NSW) Method T269 |
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Clay and fine silt | Settling |
AS 1141.33, RMS (NSW) Method T268 |
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Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Proportional calliper | AS 1141.14, RMS (NSW) Method T213 | |
Particle size distribution | Sieve analysis | AS 1141.11.1, RMS (NSW) Method T201 | |||
Shape | Crushed faces |
RMS (NSW) Method T239 |
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Moisture content | Drying oven | RMS (NSW) Method T262 | |||
Particle size distribution | Fine particles in road materials |
AS 1141.19, RMS (NSW) Method T107;TfNSW T107; |
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Particle size distribution | Sieve analysis of material finer than 75 µm | AS 1141.12, RMS (NSW) Method T203 | |||
Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable |
AS 1141.22, RMS (NSW) Method T215 |
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Evaluation of geotechnical and civil construction material - Rock properties | Rocks | Compressive strength | Uniaxial load rate controlled |
AS 4133.4.2.1, RMS (NSW) Method T229 |
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Point load strength index | Not applicable |
AS 4133.4.1, RMS (NSW) Method T223 |
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Moisture content | Drying oven |
AS 4133.1.1.1 |
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Compressive strength | Uniaxial strain rate controlled |
AS 4133.4.2.2 |
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Evaluation of geotechnical and civil construction material - Soil classification | Soils | Sieve analysis | Not applicable |
AS 1289.3.6.1, RMS (NSW) Method T106;TfNSW T106; |
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Plastic limit | Not applicable |
AS 1289.3.2.1, RMS (NSW) Method T109;TfNSW T109;TfNSW T105; |
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Liquid limit | Casagrande four point; Casagrande one point |
AS 1289.3.1.1, AS 1289.3.1.2, RMS (NSW) Method T108;TfNSW T108;TfNSW T105; |
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Plasticity index | Casagrande |
AS 1289.3.3.1, RMS (NSW) Method T109;TfNSW T109;TfNSW T105; |
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Moisture content | Drying oven |
AS 1289.2.1.1, RMS (NSW) Method T120 |
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Particle density | Not applicable |
AS 1289.3.5.1, RMS (NSW) Method T127, RMS (NSW) Method T128 |
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Linear shrinkage | Not applicable |
AS 1289.3.4.1, RMS (NSW) Method T113;TfNSW T113; |
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Fine particles in road materials | Not applicable |
RMS (NSW) Method T107;TfNSW T107; |
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Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1, RMS (NSW) Method T111, RMS (NSW) Method T130 |
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Dry density/moisture content relationship | Three compaction point |
RMS (NSW) Method T162 |
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Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable |
AS 1289.5.4.2 |
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Dry density/moisture content relationship | Modified compactive effort |
AS 1289.5.2.1, RMS (NSW) Method T112 |
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Evaluation of geotechnical and civil construction material - Soil consolidation | Soils | Consolidation | One-dimensional |
AS 1289.6.6.1 |
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Evaluation of geotechnical and civil construction material - Soil dispersion | Soils | Dispersion | Emerson class |
AS 1289.3.8.1 |
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Evaluation of geotechnical and civil construction material - Soil field density | Soils | Dry density ratio | Calculation |
AS 1289.5.4.1 |
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Moisture ratio | Measured |
AS 1289.5.4.1 |
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Compaction control | Hilf |
AS 1289.5.7.1 |
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Relative compaction | Not applicable | RMS (NSW) Method T166 | |||
Density - In-situ | Sand-cone |
AS 1289.5.3.1 |
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Evaluation of geotechnical and civil construction material - Soil fine particles | Soils | Fine particle analysis | Hydrometer |
AS 1289.3.6.3, RMS (NSW) Method T190 |
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Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Compressive strength | Uniaxial maximum dry |
RMS (NSW) Method T114 |
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Bearing ratio | Remoulded specimens |
AS 1289.6.1.1, RMS (NSW) Method T117, RMS (NSW) Method T132 |
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Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Accelerated weathering pre-treatment; Repeated compaction pre-treatment |
RMS (NSW) Method T102;TfNSW T102;TfNSW T105;, RMS (NSW) Method T103;TfNSW T103;TfNSW T105; |
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Soil pre-treatment | Not applicable |
AS1289.1.1, RMS (NSW) Method T105;TfNSW T105; |
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Evaluation of geotechnical and civil construction material - Soil reactivity | Soils | Reactivity | Shrink/swell |
AS 1289.7.1.1 |
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Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined |
RMS (NSW) Method T116, RMS (NSW) Method T131 |
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Cohesion of compacted material | Uniaxial unconfined |
AS 1141.52 |
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Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a windrow |
AS 1141.3.1 |
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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, RMS (NSW) Method T100 |
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
04 Jul 2022