National Association of Testing Authorities, Australia
Scope of Accreditation
Quality Control Testing Services
Site
QCTS Brisbane
Accreditation No.
19673
Site No.
23537
Date of Accreditation
08 Jun 2017
Contact
Availability
Services available to external clients
Scope of Accreditation
Withdrawn 23 Oct 2024
ISO/IEC 17025 (2005)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Average least dimension | MR (Qld) Method Q202 | |
Shape | Flakiness | MR (Qld) Method Q201 | |||
Shape | Crushed faces | MR (Qld) Method Q215 | |||
Ten percent fines value | Dry | MR (Qld) Method Q205A | |||
Wet/dry strength variation | Not applicable | MR (Qld) Method Q205C | |||
Ten percent fines value | Wet | MR (Qld) Method Q205B | |||
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Liquid limit | Cone one point | MR (Qld) Method Q104D | |
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Rapid | MR (Qld) Method Q142C (2017) | |
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Laboratory stabilisation of soil | Cement | MR (Qld) Method Q135A | |
Stabiliser working time | Not applicable | MR (Qld) Method Q136 |
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 properties | Aggregates | Particle size distribution | Sieve analysis | AS 1141.11.1, AS 1141.12 | |
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 | 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 | AS 1012.8.1 | |
Specimen manufacture and curing | In situ manufacture and curing of cylindrical specimens | AS 1012.8.1 | |||
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics | Road pavements | Penetration depth; Texture depth | Ball embedment; Sand patch | Austroads Method AGPT/T250, Austroads Method AGPT/T251 | |
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Linear shrinkage | Not applicable | AS 1289.3.4.1, MR (Qld) Method Q106 | |
Plastic limit | Not applicable | AS 1289.3.2.1, MR (Qld) Method Q105 | |||
Sieve analysis | Fines ratio; Not applicable | AS 1289.3.6.1, MR (Qld) Method Q103A, MR (Qld) Method Q253 | |||
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 1289.3.9.1, AS 1289.3.9.2, MR (Qld) Method Q104A, MR (Qld) Method Q104D | |||
Plasticity index; Weighted plasticity index | Casagrande; Cone | AS 1289.3.3.1, AS 1289.3.3.2, MR (Qld) Method Q105, MR (Qld) Method Q252 | |||
Moisture content | Drying oven; Relative moisture content | AS 1289.2.1.1, MR (Qld) Method Q250 | |||
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 | |
Oversize material | Oversize material treatment | MR (Qld) Method Q143 | |||
Dry density/moisture content relationship | Modified compactive effort; Standard compactive effort | AS 1289.5.1.1, AS 1289.5.2.1, MR (Qld) Method Q142A | |||
Compaction to nominated levels | Not applicable | MR (Qld) Method Q145A | |||
Evaluation of geotechnical and civil construction material - Soil dispersion | Soils | Dispersion | Emerson class | AS 1289.3.8.1, MR (Qld) Method Q168 | |
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Characteristic field density values | Not applicable | MR (Qld) Method Q020 | |
Degree of saturation | Not applicable | MR (Qld) Method Q146 | |||
Relative compaction | Not applicable | MR (Qld) Method Q140A | |||
Density - In situ | Nuclear gauge; Sand-cone | AS 1289.5.3.1, AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) Method Q141B, MR (Qld) Method NGTM N01, MR (Qld) Method NGTM N02, MR (Qld) Method NGTM N03 | |||
Compaction control | Hilf | AS 1289.5.7.1 | |||
Dry density ratio; Moisture ratio | Measured | AS 1289.5.4.1 | |||
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 | |
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 | |
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 | |
Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile | AS 1141.3.1, MR (Qld) Method Q060 | |
Not applicable | Site selection by spot sampling | MR (Qld) Method Q061 | |||
Concrete, grout and mortar | Not applicable | 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; Disturbed soil sampling in situ | AS 1289.1.2.1, MR (Qld) Method Q060 | |||
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 |
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Accreditation No.
19673
Site No.
23537
Print date
07 Dec 2024