National Association of Testing Authorities, Australia
Scope of Accreditation
Hanson Construction Materials Pty Ltd
Site
Technical Services, Townsville
Accreditation No.
415
Site No.
4879
Date of Accreditation
Contact
Availability
Services conditionally 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Withdrawn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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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; Manufacture and curing of cylindrical 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; Manufacture and curing of drying shrinkage specimens in the laboratory |
AS 1012.13 |
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Sample collection | Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer |
AS 1012.1 |
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
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Service | Product | Determinant | Technique | Procedure | Limitations |
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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 | Clay and fine silt | Sieve analysis |
AS 1141.33 |
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Weak particles contaminants | Sieve analysis |
AS 1141.32; MR (Qld) Method Q217 |
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Organic impurities | Sieve analysis |
AS 1141.34 |
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Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Flakiness |
AS 1141.15; MR (Qld) Method Q201 |
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Bulk density | Compacted; Uncompacted |
AS 1141.4 |
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Soundness | Degradation factor on source rock |
AS 1141.25.1 |
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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 coarse aggregate | Not applicable |
AS 1141.6.1 |
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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 size distribution | Sieve analysis |
AS 1141.11.1 |
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Particle density of coarse aggregate | Weighing-in-water |
AS 1141.6.1 |
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Water absorption of fine aggregate | Not applicable |
AS 1141.5 |
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Soundness | Degradation factor on coarse aggregate |
MR (Qld) Method Q208B |
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Shape | Average least dimension |
AS 1141.20.3 |
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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; In-situ manufacture and curing of drying shrinkage specimens; Manufacture and curing of cylindrical specimens in the laboratory; Manufacture and curing of drying shrinkage specimens in the laboratory |
AS 1012.8.1; AS 1012.8.4 |
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Evaluation of geotechnical and civil construction material - Soil classification | Soils | Plastic limit | Not applicable |
MR (Qld) Method Q105 |
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Plasticity index | Cone |
MR (Qld) Method Q105 |
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Sieve analysis | Not applicable |
AS 1289.3.6.1; MR (Qld) Method Q103A |
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Moisture content | Drying oven |
AS 1289.2.1.1 |
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Liquid limit | Cone four point; Cone one point |
MR (Qld) Method Q104A; MR (Qld) Method Q104D |
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Linear shrinkage | Not applicable |
MR (Qld) Method Q106 |
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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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Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1; MR (Qld) Method Q142A |
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Compaction to nominated levels | Not applicable |
MR (Qld) Method Q145A |
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Evaluation of geotechnical and civil construction material - Soil engineering properties | Soils | Bearing ratio | Remoulded specimens |
AS 1289.6.1.1; MR (Qld) Method Q113A; MR (Qld) Method Q113B |
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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 | Cement content | Heat of neutralisation |
MR (Qld) Method Q134 |
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Sample collection | Aggregates | Not applicable | Aggregate from a bin; 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 | Site selection - Random stratified sampling |
MR (Qld) Method Q050 |
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Not applicable | Disturbed soil sampling from a stockpile |
MR (Qld) Method Q060 |
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Not applicable | Site selection - Random 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.
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Accreditation No.
415
Site No.
4879
Print date
29 Mar 2024