National Association of Testing Authorities, Australia
Scope of Accreditation
Construction Sciences Pty Ltd
Site
Darwin Laboratory
Accreditation No.
1986
Site No.
21791
Date of Accreditation
17 Jan 2014
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 abrasion | Aggregates | Abrasion resistance | Los Angeles machine value | AS 1141.23 | |
Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Clay and fine silt | Settling | AS 1141.33 | |
Weak particles contaminants | Sieve analysis | AS 1141.32 | |||
Organic impurities | Colour test | AS 1141.34 | |||
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle density of coarse aggregate | Weighing-in-water | AS 1141.6.1 | |
Particle size distribution | Sieve analysis | AS 1141.11.1 | |||
Particle density of fine aggregate | Weighing-in-water | AS 1141.5 | |||
Shape | Crushed faces | AS 1141.18 | |||
Shape | Average least dimension | AS 1141.20.1, AS 1141.20.2, AS 1141.20.3 | |||
Water absorption of coarse aggregate | Weighing-in-water | AS 1141.6.1 | |||
Water absorption of fine aggregate | Weighing-in-water | AS 1141.5 | |||
Shape | Flakiness | AS 1141.15 | |||
Bulk density | Compacted | AS 1141.4 | |||
Bulk density | Uncompacted | AS 1141.4 | |||
Particle size distribution | Sieve analysis of material finer than 75 µm | AS 1141.12 | |||
Shape | Proportional calliper | AS 1141.14 | |||
Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable | AS 1141.22 | |
Aggregate crushing value | Not applicable | AS 1141.21 | |||
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 | |
Slump flow | J-ring; T500 | AS 1012.3.5 | |||
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Compressive strength | Cube | AS 1012.9 | |
Air content of freshly mixed concrete | Reduced air pressure | AS 1012.4.2 | |||
Mass per unit volume - Fresh concrete | In situ measurement using fixed volume measure | AS 1012.5 | |||
Mass per unit volume - Hardened concrete | Dimensions | AS 1012.12.1 | |||
Bleeding | In situ analysis - Freshly mixed concrete | AS 1012.6 | |||
Mass per unit volume - Hardened concrete | Water displacement | AS 1012.12.2 | |||
Flexural strength | Modulus of rupture | AS 1012.11 | |||
Compressive strength | 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 | In situ manufacture and curing of cylindrical specimens | AS 1012.8.1 | |
Specimen manufacture and curing | Manufacture and curing of cylindrical specimens in the laboratory | AS 1012.8.1 | |||
Specimen manufacture and curing | Manufacture and curing of flexural strength specimens in the laboratory | AS 1012.8.2 | |||
Specimen manufacture and curing | Manufacture and curing of drying shrinkage specimens in the laboratory | AS 1012.8.4 | |||
Specimen manufacture and curing | Curing cylinder specimens in the laboratory | AS 1012.8.1 | |||
Specimen manufacture and curing | In situ manufacture and curing of flexural strength specimens | AS 1012.8.2 | |||
Specimen manufacture and curing | In situ manufacture and curing of drying shrinkage specimens | AS 1012.8.4 | |||
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics | Road pavements | Penetration depth | Ball embedment | DPI (NT) Method NTTM215.1 | |
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Plasticity index | Casagrande; Cone | AS 1289.3.3.1, AS 1289.3.3.2 | |
Liquid limit | Casagrande four point; Casagrande one point; Cone four point; Cone one point | AS 1289.3.1.1, AS 1289.3.1.2, AS 1289.3.9.1, AS 1289.3.9.2 | |||
Plastic limit | Not applicable | AS 1289.3.2.1 | |||
Moisture content | Drying oven | AS 1289.2.1.1 | |||
Linear shrinkage | Not applicable | AS 1289.3.4.1 | |||
Sieve analysis | Not applicable | AS 1289.3.6.1 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Modified compactive effort | AS 1289.5.2.1 DPI (NT) Method NTTM201.2 | |
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 | |||
Minimum and maximum dry density | Not applicable | AS 1289.5.5.1 | |||
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 | Field moisture content | Nuclear gauge | AS 1289.5.8.1 DPI (NT) Method NTCP102.1 | |
Density - In situ | Nuclear gauge; Sand-cone | AS 1289.5.3.1, AS 1289.5.8.1 DPI (NT) Method NTCP102.1 | |||
Dry density ratio | AS 1289.5.4.1 | ||||
Density - In situ | Sand-cone | AS 1289.5.3.1 | |||
Density index | Not applicable | AS 1289.5.6.1 | |||
Moisture ratio | AS 1289.5.4.1 | ||||
Compaction control | Hilf | AS 1289.5.7.1 | |||
Evaluation of geotechnical and civil construction material - Soil in situ penetration | Soils | Penetration in situ | Dynamic cone | AS 1289.6.3.2 | |
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens | AS 1289.6.1.1 | |
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable | AS 1289.1.1 | |
Sample collection | Aggregates | Not applicable | Aggregate from a bin; Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck; Aggregate from a windrow | AS 1141.3.1 | |
Concrete, grout and mortar | Not applicable | Hardened concrete by coring | AS 1012.14 | ||
Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete; Hardened concrete by coring | AS 1012.1, AS 1012.14 | |||
Soils | Not applicable | Site selection - Random stratified sampling | AS 1289.1.4.2 DPI (NT) Method NTCP103.1 | ||
Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a face; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling in situ | AS 1289.1.2.1 | |||
Not applicable | Site selection - Random sampling | AS 1289.1.4.1 |
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Annex facility | 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 | The McArthur River Mine Annex Facility, Site No. 22935, is established to service the McArthur River Mine Extensions Project Contract No. 11006814 from 28 February 2019 until 31 December 2022 for McArthur River Mining Pty Ltd Contract No. 11007251 from 30 May 2022 until 30 December 2024 for McArthur River Mining Pty Ltd |
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.
1986
Site No.
21791
Print date
24 Nov 2024