National Association of Testing Authorities, Australia
Scope of Accreditation
Mt Marrow Blue Metal Quarries Pty Ltd
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
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 | |
Weak particles contaminants | Sieve analysis | AS 1141.32 | |||
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle size distribution | Sieve analysis of material finer than 75 µm | AS 1141.12 | |
Particle size distribution | Sieve analysis | AS 1141.11.1 | |||
Shape | Crushed faces | AS 1141.18 | |||
Shape | Flakiness | AS 1141.15 MR (Qld) Method Q201 | |||
Particle density of coarse aggregate; Water absorption of coarse aggregate | Weighing-in-water | AS 1141.6.1 | |||
Shape | Average least dimension | AS 1141.20.3 | |||
Shape | Proportional calliper | AS 1141.14 | |||
Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Degradation factor on coarse aggregate | AS 1141.25.2; MR (Qld) Method 208B | |
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Plasticity index | Cone | AS 1289.3.3.2 MR (Qld) Method Q105 | |
Linear shrinkage | Not applicable | AS 1289.3.4.1; MR (Qld) Method Q106 | |||
Moisture content | Drying oven | AS 1289.2.1.1 | |||
Liquid limit | Cone one point | MR (Qld) Method Q104D | |||
Liquid limit | Cone four point | AS 1289.3.9.1 MR (Qld) Method Q104A | |||
Plastic limit | Not applicable | AS 1289.3.2.1; MR (Qld) Method Q105 | |||
Sieve analysis | Not applicable | AS 1289.3.6.1; MR (Qld) method Q103A | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Standard compactive effort | AS 1289.5.1.1 MR (Qld) Method Q142A | |
Dry density/moisture content relationship | Modified compactive effort | AS 1289.5.2.1 MR (Qld) Method Q142B | |||
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens | MR (Qld) Method Q113A, MR (Qld) Method Q113B | |
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 | |
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Cement content | Heat of neutralisation | MR (Qld) Method Q134 | |
Sample collection | Aggregates | Not applicable | Quarry aggregate from a rock spall; Quarry aggregate from boulders | AS 1141.3.2 | |
Not applicable | Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck | AS 1141.3.1 MR (Qld) Method Q060 | |||
Soils | 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 | Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile | MR (Qld) Method Q060 |
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Accreditation No.
9389
Site No.
9382
Print date
27 Nov 2024