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civil construction material - Aggregate properties | Aggregates | Shape | Crushed faces | MR (Qld) Method Q215 (to be withdrawn) AS 1141.18 | |
Shape | Crushed faces; Flakiness | MR (Qld) Method Q201, MR (Qld) Method Q215 | |||
Particle size distribution | Sieve analysis; Sieve analysis of material finer than 75 µm | AS 1141.11.1, AS 1141.12 | |||
Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Degradation factor on coarse aggregate | MR (Qld) Method Q208B | |
Soundness | Acid solubility | ANSI/AWWA B100 Section 5.3.1 | |||
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 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 | Sieve analysis | Not applicable | AS 1289.3.6.1, MR (Qld) Method Q103A | |
Linear shrinkage; Liquid limit; Plastic limit; 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 1289.3.4.1, AS 1289.3.3.2, AS 1289.3.9.1, AS 1289.3.9.2, MR (Qld) Method Q104A, MR (Qld) Method Q104D, MR (Qld) Method Q105, MR (Qld) Method Q106 | |||
Moisture content | Drying oven | AS 1289.2.1.1 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Compaction to nominated levels | Not applicable | MR (Qld) Method Q145A | |
Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable | AS 1289.5.4.2, MR (Qld) Method Q144A | |||
Minimum and maximum dry density | Not applicable | AS 1289.5.5.1 | |||
Dry density/moisture content relationship | Modified compactive effort; Standard compactive effort | AS 1289.5.1.1, MR (Qld) Method Q142A, AS 1289.5.2.1, MR (Qld) Method Q142B | |||
Oversize material | Oversize material treatment | MR (Qld) Method Q143 | |||
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; Field moisture content | Nuclear gauge | AS 1289.5.8.1, MR (Qld) Method Q141A, MR (QLD) NGTM N01, MR (QLD) NGTM N02, MR (QLD) NGTM N03 | |||
Relative compaction | Not applicable | MR (Qld) Method Q140A | |||
Density index | Not applicable | AS 1289.5.6.1 | |||
Degree of saturation | Not applicable | MR (Qld) Method Q146 | |||
Moisture ratio | Measured | AS 1289.5.4.1 | |||
Density - In situ | Sand-cone | AS 1289.5.3.1, MR (Qld) Method Q141B | |||
Evaluation of geotechnical and civil construction material - Soil in situ penetration | Soils | Penetration in situ | Dynamic cone; Perth sand penetrometer | AS 1289.6.3.2, AS 1289.6.3.3, 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 | |
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Curing of moulded specimens; Laboratory stabilisation of soil | Cement; Lime stabilisation | MR (Qld) Method Q135A, MR (QLD) Method Q135B | |
Compressive strength | Uniaxial unconfined | MR (Qld) Method Q115 | |||
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 | |
Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete | AS 1012.1 | ||
Soils | Not applicable | Site selection by spot sampling | MR (Qld) Method Q061 | ||
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 |
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Accreditation No.
2912
Site No.
2905
Print date
04 Dec 2024