National Association of Testing Authorities, Australia
Scope of Accreditation
Colas Queensland Pty Ltd
Site
Maryborough Laboratory
Accreditation No.
18617
Site No.
20594
Date of Accreditation
08 Dec 2011
Contact
Availability
Services 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; Resistance to stripping | Not applicable; Standard plate | MR (Qld) Method Q212B; 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; Water absorption of coarse aggregate; Water absorption of fine aggregate | Weighing-in-water | AS 1141.5; AS 1141.6.1 | |
Particle size distribution | Sieve analysis; Sieve analysis of material finer than 75 µm | AS 1141.11.1, AS 1141.12 | |||
Shape | Average least dimension; Crushed faces; Flakiness; Proportional calliper | AS 1141.15; AS 1141.18; AS 1141.20.3; | |||
Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Clay index; Degradation factor on coarse aggregate; Methylene blue value | AS 1141.25.2; AS 1141.66; MR (Qld) Method Q208B (2021) | |
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 adhesion and stripping | Asphalts | Degree of particle coating | Not applicable | AS/NZS 2891.11 | |
Binder paste drain-off | Not applicable | AustRoads Method AGPT/T235 | |||
Evaluation of geotechnical and civil construction material - Asphalt extraction and grading | Asphalts | Bitumen content and aggregate grading; Moisture content | Ignition oven; Reflux | AS/NZS 2891.3.1; AS/NZS 2891.10 MR (Qld) Method Q308A; MR (Qld) Method Q308C Austroads Method AGPT/T234 | |
Evaluation of geotechnical and civil construction material - Asphalt field density | Asphalts | Characteristic density ratio; Characteristic values | Not applicable | AS/NZS 2891.14.5; | |
Field density | Thin-lift nuclear gauge | MR (Qld) Method Q306E; MR (Qld) Method NGTM N04; MR (Qld) Method NGTM N05 | |||
Evaluation of geotechnical and civil construction material - Asphalt filler | Asphalts | Apparent particle density of filler; Voids in dry compacted filler | Not applicable | AS/NZS 1141.7, AS/NZS 1141.17 | |
Evaluation of geotechnical and civil construction material - Asphalt mechanical properties | Asphalts | Marshall stability and flow | Not applicable | AS/NZS 2891.5; | |
Evaluation of geotechnical and civil construction material - Asphalt specimen manufacture | Asphalts | Specimen conditioning | Handling and conditioning | MR (Qld) Method Q303A, MR (Qld) Method Q303B | |
Evaluation of geotechnical and civil construction material - Asphalt volumetric properties | Asphalts | Maximum density | Water displacement | AS/NZS 2891.7.1 | |
Voids and density relationship | Not applicable | AS/NZS 2891.8 MR (Qld) Method Q311 | |||
Fixed and free binder | Not applicable | MR (Qld) Method Q321 | |||
Binder film index; Binder film thickness | Not applicable | AG:PT/T237; MR (Qld) Method Q317 | |||
Mix volume ratio density | Not applicable | MR (Qld) Method Q318 | |||
Bulk density | Mensuration; Presaturation; Silicone sealing; Waxing | AS/NZS 2891.9.1, AS/NZS 2891.9.2, AS/NZS 2891.9.3 MR (Qld) Method Q306C | |||
Evaluation of geotechnical and civil construction material - Pavement shape | Road pavements | Surface deviation | Straight edge | MR (Qld) Method Q712 | |
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics | Road pavements | Penetration depth | Ball embedment | AustRoads Method AGPT/T251 | |
Texture depth | Sand patch | AustRoads Method AGPT/T250 | |||
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Moisture content | Drying oven | AS 1289.2.1.1 | |
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Characteristic field density values | Not applicable | MR (Qld) Method Q020 | |
Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck; Site selection by spot sampling | AS 1141.3.1; | |
Asphalts | Not applicable | Extraction of an asphalt core - Dry technique; Extraction of an asphalt core - Wet technique; Uncompacted asphalt | AS/NZS 2891.1.1; AS 2891.1.2 | ||
Soils | Not applicable | Site selection - Random sampling; Site selection - Random stratified sampling; Site selection - Systematic random stratified sampling | AS 1289.1.4.1; AS 1289.1.4.2 MR (Qld) Method Q050 |
ISO/IEC 17025 (2017)
Materials
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Analysis of bituminous materials - Properties | Bituminous materials | Sample handling and conditioning | Not applicable | AS/NZS 2341.21; AustRoads Method AGPT/T102 | |
Sample collection | Bituminous materials | Not applicable | Polymer modified bitumens from tanks, tankers and drums; Residual bitumens from tanks, tankers and drums | AS2008 Section 2.5; |
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Accreditation No.
18617
Site No.
20594
Print date
27 Nov 2024