National Association of Testing Authorities, Australia
Scope of Accreditation
Pacific Blue Metal 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 | Clay and fine silt | Settling | AS 1141.33, RMS (NSW) Method T268 TfNSW TS 02799.43 | |
Organic impurities | Colour test | AS1141.34, RMS (NSW) Method T260 TfNSW TS 02799.38 | |||
Weak particles contaminants | Sieve analysis | AS 1141.32 | |||
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Bulk density | Compacted | AS 1141.4 | |
Particle size distribution | Fine particles in road materials | AS 1141.19, RMS (NSW) Method T107;TfNSW T107; TfNSW TS 02795.03 | |||
Particle density of fine aggregate | Weighing-in-water | AS 1141.5, RMS (NSW) Method T210 TfNSW TS 02799.09 | |||
Water absorption of coarse aggregate | Not applicable | AS 1141.6.1, RMS (NSW) Method T209 TfNSW TS 02799.08 | |||
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 | |||
Shape | Proportional calliper | AS 1141.14, RMS (NSW) Method T213 TfNSW TS 02799.12 | |||
Shape | Average least dimension | AS 1141.20.1, AS 1141.20.2, RMS (NSW) Methods T235, T275 | |||
Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Exposure to sodium sulfate solution | AS 1141.24, RMS (NSW) Method T266 TfNSW TS 02799.42 | |
Evaluation of geotechnical and civil construction material - Aggregate stabilisation | Aggregates | Cohesion of compacted material | Unconfined | AS 1141.52 | |
Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable | AS 1141.22, RMS (NSW) Method T215 TfNSW TS 02799.13 | |
Aggregate crushing value | Not applicable | AS 1141.21, RMS (NSW) Method T205 | |||
Evaluation of geotechnical and civil construction material - Asphalt extraction and grading | Asphalts | Bitumen content and aggregate grading | Reflux | AS/NZS 2891.3.1, RMS (NSW) Method T607 TfNSW TS 02806.08 | |
Evaluation of geotechnical and civil construction material - Asphalt specimen manufacture | Asphalts | Specimen compaction; Specimen conditioning | Gyratory compaction; Handling and conditioning | AS/NZS 2891.2.1, AS/NZS 2891.2.2 | |
Evaluation of geotechnical and civil construction material - Asphalt volumetric properties | Asphalts | Bulk density; Maximum density; Voids and density relationship | Mensuration; Methylated spirits displacement; Not applicable; Presaturation | AS/NZS 2891.7.3, AS/NZS 2891.8, AS/NZS 2891.9.2, AS/NZS 2891.9.3, RMS (NSW) Method T605TfNSW TS 02806.06 | |
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, RMS (NSW) Method T301 TfNSW TS 02800.02 | |
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Mass per unit volume - Hardened concrete | Dimensions | AS 1012.12.1, RMS (NSW) Method T316 TfNSW TS 02800.16 | |
Compressive strength | Cylinder | AS 1012.9, RMS (NSW) Method T306 TfNSW TS 02800.07 | |||
Specimen preparation | Capping of compressive strength specimens | RMS (NSW) Method T305 TfNSW TS 02800.06 | |||
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen manufacture and curing | Manufacture and curing of cylindrical specimens in the laboratory | AS 1012.8.1, RMS (NSW) Method T304 TfNSW TS 02800.05 | |
Evaluation of geotechnical and civil construction material - Pavement shape | Road pavements | Surface deviation | Straight edge | RMS (NSW) Method T183 TfNSW TS 02795.42 | |
Evaluation of geotechnical and civil construction material - Road pavement structural performance | Road pavements | Structural performance evaluation | Deflection monitoring | RMS (NSW) Method T199;TfNSW T199; TfNSW TS 02795.55 | |
Structural performance evaluation | Benkelman beam | RMS (NSW) Method T160 TfNSW TS 02795.22 | |||
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Linear shrinkage | Not applicable | AS 1289.3.4.1, RMS (NSW) Method T113;TfNSW T113; TfNSW TS 02795.08 | |
Liquid limit | Casagrande one point | AS 1289.3.1.2 | |||
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 | |||
Sieve analysis | Not applicable | AS 1289.3.6.1, RMS (NSW) Method T106;TfNSW T106; TfNSW TS 02795.02 | |||
Moisture content | Drying oven | AS1289.2.1.1, RMS (NSW) Method T120 TfNSW TS 02795.14 | |||
Plasticity index | Casagrande | AS 1289.3.3.1, RMS (NSW) Method T109;TfNSW T109;TfNSW T105; TfNSW TS 02795.01,TfNSW TS 02795.05 | |||
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 | Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable | AS 1289.5.4.2 | |
Dry density/moisture content relationship | Standard compactive effort | AS 1289.5.1.1, RMS (NSW) Methods T111, T130 | |||
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 | Three compaction point | RMS (NSW) Method T162 TfNSW TS 02795.24 | |||
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Density - In-situ | Sand-cone | AS 1289.5.3.1 | |
Compaction control | Hilf | AS 1289.5.7.1 | |||
Dry density ratio | Calculation | AS 1289.5.4.1 | |||
Relative compaction | Not applicable | RMS (NSW) Method T166 TfNSW TS 02795.28 | |||
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 | AS 1289.6.3.2, RMS (NSW) Method T161 TfNSW TS 02795.23 | |
Penetration in-situ | Perth sand penetrometer | AS1289.6.3.3 | |||
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Compressive strength | Uniaxial maximum dry | RMS (NSW) Method T114 TfNSW TS 02795.09 | |
Bearing ratio | Remoulded specimens | AS 1289.6.1.1, RMS (NSW) Methods T117, T132 | |||
Evaluation of geotechnical and civil construction material - Soil permeability | Soils | Permeability | Constant head for a remoulded specimen; Falling head for a remoulded specimen | AS 1289.6.7.1, AS 1289.6.7.2 | |
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Accelerated weathering pre-treatment | RMS (NSW) Method T103;TfNSW T103;TfNSW T105; TfNSW TS 02794.03,TfNSW TS 02795.01 | |
Soil pre-treatment | Not applicable | AS 1289.1.1, RMS (NSW) Methods T102;TfNSW T102;TfNSW T105;,T105 TfNSW TS 02794.02,TfNSW TS 02795.01 | |||
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Stabiliser working time | Not applicable | RMS (NSW) Method T147 TfNSW TS 02797.04 | |
Compressive strength | Uniaxial unconfined | RMS (NSW) Methods T116, T131 | |||
Sample collection | Aggregates | Not applicable | Aggregate from a conveyor belt; Aggregate from a stockpile; Aggregate from a truck | AS 1141.3.1 | |
Not applicable | Quarry aggregate from a rock spall | AS 1141.3.2, RMS (NSW) Method T100 TfNSW TS 02794.01 | |||
Asphalts | Not applicable | Uncompacted asphalt | AS/NZS 2891.1.1 | ||
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, RMS (NSW) Method T300 TfNSW TS 02800.01 | ||
Soils | Not applicable | Site selection - Random sampling | AS 1289.1.4.1 | ||
Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile | 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.
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Accreditation No.
16993
Site No.
18519
Print date
09 Oct 2024