
National Association of Testing Authorities, Australia
Scope of Accreditation
Boral Resources (Qld) Pty Limited
Site
Boral Dundowran Concrete & Quarry Laboratory – Boral Concrete & Quarries
Accreditation No.
489
Site No.
5974
Date of Accreditation
08 Aug 1994
Contact
Availability
Services conditionally 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 binder adhesion | Aggregates | Degree of precoating | Not applicable |
MR (Qld) Method Q216 |
|
Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Clay and fine silt | Settling |
AS 1141.33 |
|
Organic impurities | Colour test |
AS 1141.34 |
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Weak particles contaminants | Sieve analysis |
AS 1141.32 |
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Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Bulk density | Compacted; Uncompacted | AS 1141.4 | |
Shape | Average least dimension |
AS 1141.20.3 |
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Water absorption of coarse aggregate; Water absorption of fine aggregate | Not applicable |
AS 1141.6.1 |
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Shape | Proportional calliper |
AS 1141.14 |
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Shape | Crushed faces |
AS 1141.18 |
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Shape | Flakiness |
AS 1141.15 |
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Particle size distribution | Sieve analysis |
AS 1141.11.1 |
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Particle size distribution | Sieve analysis of material finer than 75 µm |
AS 1141.12 |
|||
Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Degradation factor on coarse aggregate |
MR (Qld) Method Q208B |
|
Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | 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 | Mass per unit volume - Hardened concrete | Dimensions |
AS 1012.12.1 |
|
Compressive strength | Cylinder |
AS 1012.9 |
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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 |
|
Specimen manufacture and curing | Curing cylinder specimens in the laboratory |
AS 1012.8.1 |
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Specimen manufacture and curing | In-situ manufacture and curing of drying shrinkage specimens |
AS 1012.8.4 |
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Evaluation of geotechnical and civil construction material - Soil classification | Soils | Moisture content | Drying oven |
AS 1289.2.1.1 |
|
Moisture content | Microwave oven | AS 1289.2.1.4 | |||
Liquid limit | Cone four point |
MR (Qld) Method Q104A |
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Liquid limit | Cone one point |
MR (Qld) Method Q104D |
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Plasticity index | Cone |
MR (Qld) Method Q105 |
|||
Sieve analysis | Not applicable |
MR (Qld) Method Q103A |
|||
Linear shrinkage | Not applicable |
MR (Qld) Method Q106 |
|||
Plastic limit | Not applicable |
MR (Qld) Method Q105 |
|||
Moisture content | Relative moisture content | MR (Qld) Method Q250 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable | MR (Qld) Method Q144A | |
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 |
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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 Q101D |
|
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Cement content | Heat of neutralisation |
MR (Qld) Method Q134 |
|
Sample collection | Aggregates | Not applicable | Aggregate from a stockpile |
AS 1141.3.1 |
|
Concrete, grout and mortar | Not applicable | Fresh concrete from deposited concrete |
AS 1012.1 |
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Soils | Not applicable | Disturbed soil sampling from a stockpile |
MR (Qld) Method Q060 |
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Not applicable | Site selection - Random sampling; Site selection - Random stratified sampling |
MR (Qld) Method Q050 |
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.
489
Site No.
5974
Print date
10 Dec 2023