National Association of Testing Authorities, Australia
Scope of Accreditation
Construction Sciences Pty Ltd
Site
Rockhampton Laboratory
Accreditation No.
1986
Site No.
2128
Date of Accreditation
08 Dec 1986
Contact
Availability
Services available to external clients
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Accreditation is held to establish new branch sites | 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 | ||
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 | Ball mill | MR (Qld) Method Q228 | |
Abrasion resistance | Los Angeles machine value | AS 1141.23 | |||
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 | Organic impurities | Colour test | AS 1141.34 | |
Weak particles contaminants | Sieve analysis | AS 1141.32 | |||
Clay and fine silt | Settling | AS 1141.33 | |||
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Flakiness | AS 1141.15, MR (Qld) Method Q201 | |
Bulk density | Compacted; Uncompacted | AS 1141.4 | |||
Particle size distribution | Sieve analysis; Sieve analysis of material finer than 75 µm | AS 1141.11.1, AS 1141.12 | |||
Water absorption of coarse aggregate; Water absorption of fine aggregate | Weighing-in-water | AS 1141.5, AS 1141.6.1 | |||
Shape | Proportional calliper | AS 1141.14 | |||
Shape | Average least dimension | AS 1141.20.1, AS 1141.20.3 | |||
Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Degradation factor on source rock | AS 1141.25.1 | |
Soundness | Exposure to sodium sulfate solution | AS 1141.24 | |||
Soundness | Degradation factor on coarse aggregate | AS 1141.25.2, MR (Qld) Method Q208B | |||
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 | AS 1012.3.1 | |
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Compressive strength | Core; Cylinder | AS 1012.9, AS 1012.14 | |
Air content of freshly mixed concrete | Increased air pressure; Reduced air pressure | AS 1012.4.1, 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 | |||
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen conditioning | Dry conditioning of hardened concrete core specimens; Wet conditioning of hardened concrete core specimens | AS 1012.14 | |
Specimen manufacture and curing | Curing cylinder specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens | AS 1012.8.1 | |||
Specimen manufacture and curing | Curing flexural strength specimens in the laboratory; In-situ manufacture and curing of flexural strength specimens | AS 1012.8.2 | |||
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics | Road pavements | Texture depth | Sand patch | Austroads Method AGPT/T250 | |
Evaluation of geotechnical and civil construction material - Rock properties | Rocks | Point load strength index | Not applicable | AS 4133.4.1 | |
Moisture content | Drying oven | AS 4133.1.1.1 | |||
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Moisture content | Relative moisture content | MR (Qld) Method Q250 | |
Sieve analysis | Not applicable | AS 1289.3.6.1, MR (Qld) Method Q103A | |||
Plastic limit | Not applicable | AS 1289.3.2.1 MR (Qld) Method Q105 | |||
Sieve analysis; Weighted plasticity index | Fines ratio; Not applicable | MR (Qld) Method Q252, MR (Qld) Method Q253 | |||
Linear shrinkage | Not applicable | AS 1289.3.4.1 MR (Qld) Method Q106 | |||
Plasticity index | Casagrande; Cone | AS 1289.3.3.1, AS 1289.3.3.2 MR (Qld) Method Q105 | |||
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, MR (Qld) Method Q104A, MR (Qld) Method Q104D | |||
Description, identification and classification | Not applicable | AS 1726 Tables 9 and 10 (Laboratory tests only) | |||
Particle density | Not applicable | AS 1289.3.5.1 | |||
Moisture content | Drying oven; Microwave oven | AS 1289.2.1.1, AS 1289.2.1.4 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Minimum and maximum dry density | Not applicable | AS 1289.5.5.1 | |
Compaction to nominated levels | Not applicable | MR (Qld) Method Q145A | |||
Dry density/moisture content relationship | Modified compactive effort; Standard compactive effort | AS 1289.5.1.1, AS 1289.5.2.1, MR (Qld) Method Q142A, MR (Qld) Method Q142B | |||
Oversize material | Oversize material treatment | MR (Qld) Method Q143 | |||
Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable | AS 1289.5.4.2 MR (Qld) Method Q144A | |||
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 | Compaction control | Hilf | AS 1289.5.7.1 | |
Density - In-situ; Moisture - In-situ | Nuclear gauge | AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) NGTM Method N01, MR (Qld) NGTM Method N02, MR (Qld) NGTM Method N03 | |||
Density index | Not applicable | AS 1289.5.6.1 | |||
Degree of saturation | Not applicable | MR (Qld) Method Q146 | |||
Dry density ratio; Moisture ratio | Measured | AS 1289.5.4.1 | |||
Characteristic field density values | Not applicable | MR (Qld) Method Q020 | |||
Density - In-situ | Sand-cone | AS 1289.5.3.1 MR (Qld) Method Q141B | |||
Relative compaction | Not applicable | MR (Qld) Method Q140A | |||
Evaluation of geotechnical and civil construction material - Soil fine particles | Soils | Fine particle analysis | Hydrometer | AS 1289.3.6.3 | |
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, MR (Qld) Method Q113A, MR (Qld) Method Q113B, MR (Qld) Method Q113C | |
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 | Not applicable | AS 1289.1.1, MR (Qld) Method Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B, MR (Qld) Method Q101C, MR (Qld) Method Q101D | |
Evaluation of geotechnical and civil construction material - Soil reactivity | Soils | Reactivity | Shrink/swell | AS 1289.7.1.1 | |
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Laboratory stabilisation of soil | Cement; Lime stabilisation | MR (Qld) Method Q135A | |
Curing of moulded specimens | Not applicable | MR (Qld) Method Q135B | |||
Cement content | Heat of neutralisation | MR (Qld) Method Q134 | |||
Compressive strength | Uniaxial unconfined | MR (Qld) Method Q115 | |||
Sample preparation | UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix | MR (Qld) Method Q251A, MR (Qld) Method Q251B | |||
Lime demand | Not applicable | MR (Qld) Method Q133 | |||
Sample collection | Aggregates | Not applicable | Aggregate from a stockpile | 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 | AS 1012.1 | |||
Soils | Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling by hand auger; 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, MR (Qld) Method Q060 | ||
Not applicable | Site selection - Random sampling; Site selection - Random stratified sampling | AS 1289.1.4.1, AS 1289.1.4.2, MR (Qld) Method Q050 | |||
Not applicable | Site selection by spot sampling | MR (Qld) Method Q061 |
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Moisture content | Drying oven; Microwave oven | AS 1289.2.1.1 AS 1289.2.1.4 | |
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 pre-treatment | Soils | Soil pre-treatment | Not applicable | MR (Qld) Method Q101 | |
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Sample preparation | UCS (unconfined compression strength) specimens - Field mix | MR (Qld) Method Q251B | |
Cement content | Heat of neutralisation | MR (Qld) Method Q134 |
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 | Yarwun Wall Raise Annex Facility, Site No. 25618 is established as follows: From 4 April 2023 until 29 February 2024 for works on the Yarwun 2023 Wall Raise, contract no. 216756. From 12 January 2024 until 31 December 2024 for works on the Yarwun 2024 Wall Raise, Contract No. 230326. |
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.
1986
Site No.
2128
Print date
09 Sep 2024