National Association of Testing Authorities, Australia
Scope of Accreditation
Department of Transport and Main Roads
Site
Materials Services – Roma
Accreditation No.
2302
Site No.
2531
Date of Accreditation
21 Dec 1988
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 | Weak particles contaminants | Sieve analysis | AS 1141.32 | |
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle density of coarse aggregate; Particle density of fine aggregate | Weighing-in-water | AS 1141.5; AS 1141.6.1 | |
Bulk density | Uncompacted | AS 1141.4 | |||
Particle size distribution | Sieve analysis | AS 1141.11.1; MR (Qld) Method Q253 | |||
Shape | Average least dimension; Crushed faces; Flakiness | AS 1141.15; AS 1141.18; AS 1141.20.3; MR (Qld) Method Q201 | |||
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 | Compressive strength | Cube; Cylinder | AS 1012.9 | |
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 manufacture and curing | In-situ manufacture and curing of cylindrical specimens; Manufacture and curing of cylindrical specimens in the laboratory | AS 1012.8.1 | |
Evaluation of geotechnical and civil construction material - Soil classification | Soils | 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 1289.3.9.2; MR (Qld) Method Q104A; MR (Qld) Method Q104D | |
Sieve analysis | Fines ratio; Not applicable | AS 1289.3.6.1; MR (Qld) Method Q103A; MR (Qld) Method Q253 | |||
Plastic limit | Not applicable | AS 1289.3.2.1; MR (Qld) Method Q105 | |||
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 | |||
Moisture content | Drying oven | AS 1289.2.1.1 | |||
Weighted plasticity index | Not applicable | MR (Qld) Method Q252 | |||
Particle density | Gravimetric | AS 1289.3.5.1 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Modified compactive effort; Standard compactive effort | AS 1289.5.1.1; MR (Qld) Method Q142A; MR (Qld) Method Q142B | |
Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable | MR (Qld) Method Q144A | |||
Oversize material | Oversize material treatment | MR (Qld) Method Q143 | |||
Compaction to nominated levels | Not applicable | MR (Qld) Method Q145A | |||
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Relative compaction | Not applicable | AS 1289.5.4.1; MR (Qld) Method Q140A | |
Compaction control | Hilf | AS 1289.5.7.1 | |||
Density - In-situ | Sand-cone | AS 1289.5.3.1; MR (Qld) Method Q141B | |||
Density - In-situ; Field moisture content | 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 | |||
Degree of saturation | Not applicable | MR (Qld) Method Q146 | |||
Characteristic field density values | Not applicable | MR (Qld) Method Q020 | |||
Evaluation of geotechnical and civil construction material - Soil in-situ penetration | Soils | Penetration in-situ | Dynamic cone | MR (Qld) Method Q114B | |
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 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 | Sample preparation | Cement stabilisation; Lime stabilisation; UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix | MR (Qld) Method Q135A; MR (Qld) Method Q251A; MR (Qld) Method Q251B | |
Lime demand | Not applicable | MR (Qld) Method Q133 | |||
Compressive strength | Uniaxial unconfined | MR (Qld) Method Q115 | |||
Stabiliser working time | Cementitious stabilisation time | MR (Qld) Method Q136A | |||
Curing of moulded specimens | Not applicable | MR (Qld) Method Q135B | |||
Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile | MR (Qld) Method Q060 | |
Concrete, grout and mortar | 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 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; Site selection - Random sampling; Site selection - Random stratified sampling; Site selection by spot sampling | AS 1289.1.2.1; MR (Qld) Method Q050; MR (Qld) Method Q060; MR (Qld) Method Q061 |
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Grey text appearing in a SoA is additional freetext providing further refinement or information on the data in the preceding line entry.
Accreditation No.
2302
Site No.
2531
Print date
26 Oct 2024