National Association of Testing Authorities, Australia
Scope of Accreditation
Construction Sciences Pty Ltd
Site
Banana Shire Laboratory
Accreditation No.
1986
Site No.
14069
Date of Accreditation
Contact
Availability
Services available to external clients
Scope of Accreditation
Withdrawn
ISO/IEC 17025 (2005)
Infrastructure and Asset Integrity
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Service | Product | Determinant | Technique | Procedure | Limitations |
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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 binder adhesion | Aggregates | Degree of precoating | Not applicable |
MR (Qld) Method Q216 |
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Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Weak particles contaminants | Sieve analysis |
MR (Qld) Method Q217 |
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Clay and fine silt | Settling |
AS 1141.33 |
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Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle density of fine aggregate | Weighing-in-water |
AS 1141.5 |
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Particle size distribution | Sieve analysis of material finer than 75 µm |
AS 1141.12 |
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Water absorption of fine aggregate | Weighing-in-water |
AS 1141.5 |
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Bulk density | Uncompacted |
AS 1141.4 MR (Qld) Method Q221A |
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Shape | Crushed faces |
MR (Qld) Method Q215 |
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Shape | Proportional calliper |
AS 1141.14 |
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Particle density of coarse aggregate | Weighing-in-water |
AS 1141.6.1 |
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Bulk density | Compacted |
AS 1141.4 MR (Qld) Method Q221B |
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Water absorption of coarse aggregate | Weighing-in-water |
AS 1141.6.1 |
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Shape | Average least dimension |
MR (Qld) Method Q202 |
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Shape | Flakiness |
AS 1141.15 MR (Qld) Method Q201 |
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Particle size distribution | Sieve analysis |
AS 1141.11.1 |
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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 |
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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 |
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Specimen manufacture and curing | Curing cylinder specimens in the laboratory |
AS 1012.8.1 |
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Evaluation of geotechnical and civil construction material - Soil classification | Soils | Moisture content | Drying oven |
AS 1289.2.1.1 MR (Qld) Method Q102A |
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Linear shrinkage | Not applicable |
AS 1289.3.4.1 MR (Qld) Method Q106 |
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Plastic limit | Not applicable |
AS 1289.3.2.1 MR (Qld) Method Q105 |
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Plasticity index | Casagrande; Cone |
AS 1289.3.3.1, AS 1289.3.3.2 MR (Qld) Method Q105 |
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Sieve analysis | Not applicable |
AS 1289.3.6.1 MR (Qld) Method Q103A, MR (Qld) Method Q103B |
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Liquid limit | Casagrande four point; Casagrande one point; Cone four point; Cone one point |
AS 1289.3.1.1, AS 1289.3.1.2 MR (Qld) Method Q104A, MR (Qld) Method Q104D |
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Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Modified compactive effort |
AS 1289.5.2.1 MR (Qld) Method Q142B |
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Compaction to nominated levels | Not applicable |
MR (Qld) Method Q145A |
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Minimum and maximum dry density | Not applicable |
AS 1289.5.5.1 |
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Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1 MR (Qld) Method Q142A |
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Oversize material | Oversize material treatment |
MR (Qld) Method Q143 |
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Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable |
AS 1289.5.4.2; MR (Qld) Method Q144A |
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Evaluation of geotechnical and civil construction material - Soil engineering properties | Soils | Penetration in-situ | Dynamic cone |
AS 1289.6.3.2 MR (Qld) Method Q114B |
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Bearing ratio | Remoulded specimens |
AS 1289.6.1.1 MR (Qld) Method Q113A, MR (Qld) Method Q113B, MR (Qld) Method Q113C |
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Dispersion | Emerson class |
AS 1289.3.8.1 |
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Evaluation of geotechnical and civil construction material - Soil field density | Soils | Degree of saturation | Not applicable | MR (Qld) Method Q146 | |
Density - 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 |
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Compaction control | Hilf |
AS 1289.5.7.1 |
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Density - In-situ | Sand-cone |
AS 1289.5.3.1 MR (Qld) Method Q141B |
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Dry density ratio |
AS 1289.5.4.1 |
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Characteristic field density values | Not applicable |
MR (Qld) Method Q020 |
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Relative compaction | Not applicable |
MR (Qld) Method Q140A |
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Field moisture content | Nuclear gauge |
AS 1289.5.8.1 MR (Qld) Method Q141A |
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Moisture ratio |
AS 1289.5.4.1 |
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Density index | Not applicable |
AS 1289.5.6.1 |
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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 |
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Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined |
MR (Qld) Method Q115 |
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Laboratory stabilisation of soil | Cement |
MR (Qld) Method Q135A |
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Laboratory stabilisation of soil | Lime stabilisation |
MR (Qld) Method Q135A MR (Qld) Method Q135B |
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Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck |
AS 1141.3.1 |
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Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete |
AS 1012.1 |
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Soils | Not applicable | Disturbed soil sampling from a stockpile |
AS 1289.1.2.1 MR (Qld) Method Q060 |
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Not applicable | Site selection - Random sampling; Site selection - Random stratified sampling |
MR (Qld) Method Q050 |
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Not applicable | Site selection by spot sampling |
MR (Qld) Method Q061 |
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.
14069
Print date
28 Mar 2024