
National Association of Testing Authorities, Australia
Scope of Accreditation
Rose Testing Pty Ltd
Site
Rose Testing
Accreditation No.
20925
Site No.
25151
Date of Accreditation
21 Dec 2021
Contact
Availability
Services available to external clients
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 | TfNSW TS 02799.51 | |
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle size distribution | Sieve analysis | AS 1141.11.1; TfNSW TS 02799.02 | |
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 stabilisation | Aggregates | Unconfined compressive strength | Not applicable | AS 5101.4 | |
Evaluation of geotechnical and civil construction material - Asphalt extraction and grading | Asphalts | Moisture content | Drying oven | AS 2891.10 | |
Evaluation of geotechnical and civil construction material - Asphalt field density | Asphalts | Density - In situ | Nuclear gauge backscatter mode; Nuclear gauge direct transmission mode; Thin-lift nuclear gauge | AS/NZS 2891.14.1.2 AS/NZS 2891.14.1.1 AS/NZS 2891.14.2 | |
Density ratio and air voids | Not applicable | AS 2891.14.5 | |||
Evaluation of geotechnical and civil construction material - Asphalt volumetric properties | Asphalts | Bulk density | Presaturation | AS/NZS 2891.9.2 | |
Voids and density relationship | Not applicable | AS/NZS 2891.8 | |||
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in situ | Concrete, grout and mortar | Slump flow | Cone | AS 1012.3.1 | |
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Specimen preparation | Capping of compressive strength specimens | TfNSW TS 02800.6 | |
Mass per unit volume - Hardened concrete | Dimensions; Water displacement | AS 1012.12.1; AS 1012.12.2 | |||
Compressive strength | Core; Cube; Cylinder | AS 1012.9; AS 1012.14; TfNSW TS 02800.7; TfNSW TS 02800.11; | |||
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen manufacture and curing | In situ manufacture and curing of cylindrical specimens | AS 1012.8.1 | |
Evaluation of geotechnical and civil construction material - Road pavement structural performance | Road pavements | Structural performance evaluation | Benkelman beam; Deflection monitoring | TS 02795.22, TS 02795.55 | |
Evaluation of geotechnical and civil construction material - Rock properties | Rocks | Moisture content | Drying oven | AS 4133.1.1.1 | |
Point load strength index | Laboratory measurement | AS 4133.4.1; TfNSW TS 02799.21; | |||
Evaluation of geotechnical and civil construction material - Rock strength and deformation | Rocks | Compressive strength | Uniaxial load rate controlled; Uniaxial strain rate controlled | AS 4133.4.2.1; AS 4133.4.2.2; TfNSW TS 02799.26 | |
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Moisture content | Hot plate; Microwave oven | AS 1289.2.1.4; AS1289.2.1.6 TFNSW TS 02795.15; TS 02795.39; | |
Plasticity index | Casagrande | AS 1289 3.3.1; TfNSW TS 02795.05 | |||
Plastic limit | Not applicable | AS 1289.3.2.1; TfNSW TS 02795.05 | |||
Liquid limit | Casagrande four point; Casagrande one point | AS 1289.3.1.1; AS 1289.3.1.2; TfNSW TS 02795.04 | |||
Linear shrinkage | Not applicable | AS 1289.3.4.1; TfNSW TS 02795.08 | |||
Moisture content | Drying oven | AS 1289.2.1.1, TfNSW TS 02795.14 | |||
Moisture content | Correlation; Hot plate; Microwave oven | AS 1289.2.3.1; TfNSW TS 02795.54 | |||
Sieve analysis | Not applicable | AS 1289.3.6.1; 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 | |||
Minimum and maximum dry density | Not applicable | AS 1289.5.5.1 | |||
Dry density/moisture content relationship | Three compaction point | TfNSW TS 02795.24 | |||
Maximum dry density | Not applicable | TfNSW TS 02795.25 | |||
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 | Standard compactive effort | TfNSW TS 02796.01 | |||
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 | |
Density - In situ | Nuclear gauge | AS 1289.5.8.1, RMS(NSW) Method T173 | |||
Compaction control | Hilf | AS 1289.5.7.1 | |||
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; 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; 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 TS 02794.02,TfNSW TS 02794.03 | |
Soil pre-treatment | Not applicable | AS 1289.1.1, TfNSW TS 02795.01 | |||
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined | TfNSW TS 02795.09; TfNSW TS 02796.02 | |
Sample collection | Aggregates | Not applicable | Aggregate from a stockpile | AS 1141.3.1 | |
Asphalts | Not applicable | Extraction of an asphalt core - Dry technique; Extraction of an asphalt core - Wet technique | AS/NZS 2891.1.2; TfNSW TS 02806.24; TfNSW TS 02806.25 | ||
Not applicable | Extraction of an asphalt core - Wet technique | AS 2891.1.2 | |||
Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete | AS 1012.1 | ||
Soils | Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile | AS 1289.1.2.1, TfNSW TS 02794.01 | ||
Not applicable | Site selection - Random sampling; Site selection - Random stratified sampling | AS 1289.1.4.1, AS 1289.1.4.2 |
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Accreditation No.
20925
Site No.
25151
Print date
15 May 2025