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 size distribution | Sieve analysis | AS 1141.11.1, MR (Qld) Method Q253 | |
Bulk density; Particle density of coarse aggregate; Particle density of fine aggregate | Uncompacted; Weighing-in-water | AS 1141.4, AS 1141.5, AS 1141.6.1 | |||
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 | Sieve analysis | Fines ratio; Not applicable | AS 1289.3.6.1, MR (Qld) Method Q103A, MR (Qld) Method Q253 | |
Moisture content | Drying oven | AS 1289.2.1.1 | |||
Particle density | Gravimetric | AS 1289.3.5.1 | |||
Linear shrinkage; Liquid limit; Plastic limit; Plasticity index; Weighted plasticity index | Casagrande; Casagrande four point; Casagrande one point; Cone; Cone four point; Cone one point | AS 1289.3.1.1, AS 1289.3.1.2, AS 1289.3.2.1, AS 1289.3.3.1, AS 1289.3.3.2, AS 1289.3.4.1, AS 1289.3.9.2, MR (Qld) Method Q104A, MR (Qld) Method Q104D, MR (Qld) Method Q105, MR (Qld) Method Q106, MR (Qld) Method Q252 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Oversize material | Oversize material treatment | MR (Qld) Method Q143 | |
Assignment of optimum moisture content/maximum dry density (OMC/MDD); Compaction to nominated levels; Dry density/moisture content relationship | Modified compactive effort; Standard compactive effort | AS 1289.5.1.1, MR (Qld) Method Q142A, MR (Qld) Method Q142B, MR (Qld) Method Q144A,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 | |||
Characteristic field density values | Not applicable | MR (Qld) Method Q020 | |||
Density - In situ | Sand-cone | AS 1289.5.3.1, MR (Qld) Method Q141B | |||
Degree of saturation | Not applicable | MR (Qld) Method Q146 | |||
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 | |||
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, MR (Qld) Method Q101G, MR (Qld) Method Q101H, MR (Qld) Method Q101J | |
Evaluation of geotechnical and civil construction material - Soil sample preparation | Soils | Preparation of disturbed samples | Not applicable | MR (Qld) Method Q255 | |
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Curing of moulded specimens; Lime demand; Sample preparation; Stabiliser working time | Cement stabilisation; Cementitious stabilisation time; Lime stabilisation; Preparation and compaction of soil; UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix | MR (Qld) Method Q133 MR (Qld) Method Q135A, MR (Qld) Method Q135B,MR (Qld) Method Q136A, MR (Qld) Method Q251A, MR (Qld) Method Q251B, MR (Qld) Method Q251C | |
Compressive strength | Uniaxial unconfined | MR (Qld) Method Q115 | |||
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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Accreditation No.
2302
Site No.
2531
Print date
30 Nov 2024