National Association of Testing Authorities, Australia
Scope of Accreditation
Nucon Pty Ltd
Site
Nucon Pty Ltd
Accreditation No.
2563
Site No.
2556
Date of Accreditation
22 Feb 1989
Contact
Availability
Services available to external clients
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Evaluation of geotechnical and civil construction material - Aggregate binder adhesion | Aggregates | Degree of precoating | Not applicable | MR (Qld) Method Q216 | |
Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Weak particles contaminants | Sieve analysis | AS 1141.32 | |
Foreign material in recycled aggregate | Manual classification | MR (Qld) Method Q477 | |||
Clay and fine silt | Settling | AS 1141.33 | |||
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Average least dimension | AS 1141.20.3 | |
Bulk density | Compacted | AS 1141.4 | |||
Shape | Flakiness | AS 1141.15; MR (Qld) Method Q201 | |||
Particle size distribution | Fines ratio; Sieve analysis of material finer than 75 µm | AS 1141.12; MR (Qld) Method Q253 | |||
Particle density of coarse aggregate | Weighing-in-water | AS 1141.6.1 | |||
Shape | Proportional calliper | AS 1141.14 | |||
Bulk density | Uncompacted | AS 1141.4 | |||
Shape | Crushed faces | AS 1141.18 | |||
Particle density of fine aggregate | Weighing-in-water | AS 1141.5 | |||
Particle size distribution | Sieve analysis | AS 1141.11.1 | |||
Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Methylene blue value | AS 1141.66 | |
Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Aggregate crushing value | Not applicable | AS 1141.21 | |
Wet/dry strength variation | Not applicable | AS 1141.22 | |||
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in-situ | Concrete, grout and mortar | Slump flow | Cone; J-ring; Stability of super workable concrete; T500 | AS 1012.3.1, AS 1012 3.5, MR (Qld) Method Q478 | |
Water retention of concrete | Filtration | MR (Qld) Method Q479 | |||
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Mass per unit volume - Hardened concrete | Dimensions; Water displacement | AS 1012.12.1, AS 1012.12.2 | |
Mass per unit volume - Fresh concrete | In-situ measurement using fixed volume measure | AS 1012.5 | |||
Air content of freshly mixed concrete | Reduced air pressure | AS 1012.4.2 | |||
Compressive strength | Cube; Cylinder | AS 1012.9 | |||
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 drying shrinkage specimens in the laboratory | AS 1012.8.4 | |
Specimen manufacture; Specimen manufacture and curing | Curing cylinder specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens; Manufacture and curing of cylindrical specimens in the laboratory; Mixing concrete in the laboratory | AS 1012.2; AS 1012.2.8.1 | |||
Specimen manufacture and curing | In-situ manufacture and curing of flexural strength specimens | AS 1012.8.2 | |||
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Plasticity index; Weighted plasticity index | Cone | MR (Qld) Method Q105, MR (Qld) Method Q252 | |
Liquid limit | Cone one point | MR (Qld) Method Q104D | |||
Plastic limit | Not applicable | MR (Qld) Method Q105 | |||
Liquid limit | Cone four point | MR (Qld) Method Q104A | |||
Sieve analysis | Not applicable | MR (Qld) Method Q103A | |||
Moisture content | Drying oven; Relative moisture content | AS 1289.2.1.1, MR (Qld) Method Q250 | |||
Linear shrinkage | Not applicable | MR (Qld) Method Q106 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Compaction to nominated levels | Not applicable | MR (Qld) Method Q145A | |
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Relative compaction | Not applicable | MR (Qld) Method Q140A | |
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens | MR (Qld) Method Q113C | |
Bearing ratio | Remoulded specimens | MR (Qld) Method Q113A | |||
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable | AS 1289.1.1; MR (Qld) Method Q101; MR (Qld) Method Q101A; MR (Qld) Method Q101B; | |
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Cement content | Heat of neutralisation | MR (Qld) Method Q134 | |
Compressive strength | Uniaxial unconfined | MR (Qld) Method Q115 | |||
Sample preparation | Cement stabilisation; Modified compaction - UCS (unconfined compression strength) specimens; Preparation and compaction of soil; Standard compaction - UCS (unconfined compression strength) specimens; UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix | MR (Qld) Method Q135A, MR (Qld) Method Q251A, MR (Qld) Method Q251B, MR (Qld) Method Q251C | |||
Curing of moulded specimens | Not applicable | MR (Qld) Method Q135B | |||
Sample collection | Aggregates | Not applicable | Aggregate from a stockpile; Site selection by spot sampling | AS 1141.3.1, MR (Qld) Method Q060, MR (Qld) Method Q061 | |
Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete | AS 1012.1 |
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Accreditation No.
2563
Site No.
2556
Print date
09 Oct 2024