National Association of Testing Authorities, Australia
Scope of Accreditation
City of Gold Coast
Site
Materials Testing Laboratory
Accreditation No.
2912
Site No.
2905
Date of Accreditation
30 May 1990
Address
Ashmore Depot, Unit 10A, Building 7, 2 Middleton Street
Ashmore, QLD 4214
Australia
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 |
---|---|---|---|---|---|
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Crushed faces | MR (Qld) Method Q215 | |
Shape | Flakiness | MR (Qld) Method Q201 | |||
Particle size distribution | Sieve analysis of material finer than 75 µm | AS 1141.12 | |||
Particle size distribution | Sieve analysis | AS 1141.11.1 | |||
Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Acid solubility | ANSI/AWWA B100 Section 5.3.1 | |
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 - Asphalt field density | Asphalts | Density ratio and air voids | Not applicable | MR (Qld) Method Q314 | |
Evaluation of geotechnical and civil construction material - Asphalt specimen manufacture | Asphalts | Specimen conditioning | Handling and conditioning | MR (Qld) Method Q303A | |
Evaluation of geotechnical and civil construction material - Asphalt volumetric properties | Asphalts | Bulk density | Waxing | AS/NZS 2891.9.1 | |
Bulk density | Presaturation | AS/NZS 2891.9.2, MR (Qld) Method Q306B | |||
Voids and density relationship | Not applicable | MR (Qld) Method Q311 | |||
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar chemical tests | Concrete, grout and mortar | Carbonation | Carbonation of concrete | MRWA Method WA620.1 | |
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 | Curing cylinder specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens | AS 1012.8.1 | |
Evaluation of geotechnical and civil construction material - Masonry, concrete and clay unit properties | Masonry, concrete and clay units | Slip resistance | Not applicable | AS 4586 Appendix A | |
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics | Road pavements | Texture depth | Sand patch | Austroads Method AGPT/T250 | |
Permeability | Evenflow penetrometer | MR (Qld) Method Q707A | |||
Skid resistance | British pendulum portable tester | MR (Qld) Method Q704 | |||
Evaluation of geotechnical and civil construction material - Rock properties | Rocks | Point load strength index | Not applicable | AS 4133.4.1 | |
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Plastic limit | Not applicable | AS 1289.3.2.1, MR (Qld) Method Q105 | |
Liquid limit | Casagrande one point; Cone one point | AS 1289.3.1.2, AS 1289.3.9.2 | |||
Plasticity index | Casagrande | AS 1289.3.3.1 | |||
Sieve analysis | Not applicable | AS 1289.3.6.1, MR (Qld) Method Q103A | |||
Moisture content | Drying oven | AS 1289.2.1.1 | |||
Liquid limit | Cone four point | AS 1289.3.9.1, MR (Qld) Method Q104A | |||
Liquid limit | Cone one point | MR (Qld) Method Q104D | |||
Particle density | Not applicable | AS 1289.3.5.1 (2006) | |||
Linear shrinkage | Not applicable | AS 1289.3.4.1, MR (Qld) Method Q106 | |||
Plasticity index | Cone | AS 1289.3.3.2, MR (Qld) Method Q105 | |||
Liquid limit | Casagrande four point | AS 1289.3.1.1 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable | AS 1289.5.4.2, MR (Qld) Method Q144A | |
Compaction to nominated levels | Not applicable | MR (Qld) Method Q145A | |||
Dry density/moisture content relationship | Standard compactive effort | AS 1289.5.1.1, MR (Qld) Method Q142A | |||
Oversize material | Oversize material treatment | MR (Qld) Method Q143 | |||
Minimum and maximum dry density | Not applicable | AS 1289.5.5.1 | |||
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 dispersion | Soils | Dispersion | Emerson class | AS 1289.3.8.1 | |
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Characteristic field density values; Compaction control; Dry density ratio | Calculation; Hilf | AS 1289.5.4.1, AS 1289.5.7.1, MR (Qld) Method Q020 | |
Density - In-situ | Nuclear gauge | AS 1289.5.8.1, MR (Qld) Method Q141A | |||
Relative compaction | Not applicable | MR (Qld) Method Q140A | |||
Degree of saturation | Not applicable | MR (Qld) Method Q146 | |||
Field moisture content | Nuclear gauge | AS 1289.5.8.1, MR (Qld) Method Q141A | |||
Moisture ratio | Measured | AS 1289.5.4.1 | |||
Density - In-situ | Sand-cone | AS 1289.5.3.1, MR (Qld) Method Q141B | |||
Density index | Not applicable | AS 1289.5.6.1 | |||
Evaluation of geotechnical and civil construction material - Soil in-situ penetration | Soils | Penetration in-situ | Dynamic cone | AS 1289.6.3.2, MR (Qld) Method Q114B | |
Penetration in-situ | Perth sand penetrometer | AS 1289.6.3.3 | |||
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 natural contaminants | Soils | Organic matter | Loss on ignition (LOI) | AS 1289.4.1.1 | |
Acidity | pH | AS 1289.4.3.1 | |||
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 | |
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined | MR (Qld) Method Q115 | |
Laboratory stabilisation of soil | Cement; Lime stabilisation | MR (Qld) Method Q135A | |||
Curing of moulded specimens | Not applicable | MR (Qld) Method Q135B | |||
Lime demand | Not applicable | MR (Qld) Method Q133 | |||
Evaluation of mechanical performance of pedestrian and impact attenuation surfaces | Pedestrian surfaces | Slip resistance | Wet pendulum | AS 4663 Appendix A | |
Sample collection | Aggregates | Not applicable | Aggregate from a bin; Aggregate from a pavement; Aggregate from a stockpile | AS 1141.3.1 | |
Asphalts | Not applicable | Extraction of an asphalt core - Dry technique; Extraction of an asphalt core - Wet technique | AS 2891.1.2 | ||
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 pavement; Disturbed soil sampling from a stockpile | AS 1289.1.2.1, MR (Qld) Method Q060 | ||
Not applicable | Site selection by spot sampling | MR (Qld) Method Q061 |
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Accreditation No.
2912
Site No.
2905
Print date
31 Aug 2024