National Association of Testing Authorities, Australia
Scope of Accreditation
Colas Queensland Pty Ltd
Site
Yatala Laboratory
Accreditation No.
18617
Site No.
25110
Date of Accreditation
27 Jan 2022
Contact
Availability
Services 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 binder adhesion | Aggregates | Degree of precoating; Resistance to stripping | Not applicable; Standard plate | AS 1141.50, 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 | |
Moisture content | Drying oven | AS 1289.2.1.1, MRWA Method WA212.1 | |||
Bulk density | Compacted; Uncompacted | AS 1141.4 | |||
Shape | Average least dimension; Crushed faces; Flakiness; Proportional calliper | AS 1141.14, AS 1141.15, AS 1141.18, AS 1141.20.1, AS 1141.20.2, AS 1141.20.3, | |||
Particle size distribution | Sieve analysis; Sieve analysis of material finer than 75 µm | AS 1141.11.1, AS 1141.12, MRWA Method WA210.1 | |||
Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Methylene blue value | AS 1141.66 | |
Evaluation of geotechnical and civil construction material - Asphalt adhesion and stripping | Asphalts | Binder paste drain-off; Degree of particle coating | Not applicable | AS/NZS 2891.11; 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 Austroads Method AGPT/T234 | |
Evaluation of geotechnical and civil construction material - Asphalt field density | Asphalts | Field density | Thin-lift nuclear gauge | AS 2891.14.2 MR (Qld) Method Q306E, MR (Qld) Method NGTM N04, MR (Qld) Method NGTM N05 | |
Characteristic density ratio; Characteristic values | Not applicable | AS/NZS 2891.14.5, | |||
Evaluation of geotechnical and civil construction material - Asphalt filler | Asphalts | Apparent particle density of filler; Voids in dry compacted filler | Gravimetric | AS 1141.7, AS 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 mix design | Asphalts | Equivalent warm mix compaction temperature | Comparison method | MR (Qld) Method Q323 | |
Evaluation of geotechnical and civil construction material - Asphalt performance | Asphalts | Deformation resistance | Wheel tracking machine | Austroads Method AGPT/T231 | |
Resilient modulus | Indirect tensile | AS/NZS 2891.13.1 | |||
Sensitivity to water; Stripping potential | Tensile strength ratio | Austroads ATM 232; MR (Qld) Method Q315 | |||
Permeability | Ponding | MR (Qld) Method Q304A, MR (Qld) Method Q304B | |||
Fatigue life | Flexural bending | Austroads Method AGPT/T274 | |||
Evaluation of geotechnical and civil construction material - Asphalt specimen manufacture | Asphalts | Specimen compaction | Compaction of asphalt slabs | Austroads Method AGPT/T220 | |
Specimen conditioning | Handling and conditioning | AS/NZS 2891.2.1, AS/NZS 2891.2.2, MR (Qld) Method Q303A, MR (Qld) Method Q303B | |||
Evaluation of geotechnical and civil construction material - Asphalt volumetric properties | Asphalts | Fixed and free binder | Not applicable | MR (Qld) Method Q321 | |
Maximum density | Water displacement | AS/NZS 2891.7.1 MR (Qld) Method Q307A | |||
Voids and density relationship | Not applicable | AS/NZS 2891.8 MR (Qld) Method Q311 | |||
Binder film index; Binder film thickness | Not applicable | AG:PT/T237, MR (Qld) Method Q317 | |||
Fixed and free binder; Mix volume ratio density | Not applicable | MR (Qld) Method Q318, MR (Qld) Method Q321 | |||
Bulk density; Richness modulus | Mensuration; Presaturation; Silicone sealing; Waxing | AS/NZS 2891.9.1, AS/NZS 2891.9.2, AS/NZS 2891.9.3 MR 9Qld) Method Q306B, MR (Qld) Method Q306C; MR (Qld) Method Q327 | |||
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 | Texture depth | Sand patch | AustRoads Method AGPT/T250 | |
Sample collection | Aggregates | Not applicable | Aggregate from a bin; Aggregate from a pavement; Aggregate from a stockpile; 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 |
ISO/IEC 17025 (2017)
Materials
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Analysis of bituminous materials - Properties | Bituminous materials | Segregation of bituminous materials | Not applicable | Austroads Method AGPT/T108 | |
Softening point | Ring and ball | AS 2341.18 | |||
Sample handling and conditioning | Not applicable | AS/NZS 2341.21, AustRoads ATM 102, AustRoads Method AGPT/T109 | |||
Viscosity | Brookfield viscometer; Dynamic - Capillary tube | AS/NZS 2341.2, | |||
Torsional recovery | Not applicable | AustRoads ATM 122 | |||
Sample collection | Bituminous materials | Not applicable | Polymer modified bitumens from tanks, tankers and drums; Residual bitumens from tanks, tankers and drums | AS 2008 Section 2.5, |
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Annex facility | 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 | Colas Bitumen Annex Facility 9 Pilbara, Site No. 26959, is established from 13 November 2024 until 19 December 2024 for Provision of Bituminous Sealing Services for Pilbara Region, Alternative Tender No 2. Project, for Main Roads WA, Pilbara Region, Contract No. 40/23-0004 |
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Evaluation of geotechnical and civil construction material - Aggregate binder adhesion | Aggregates | Degree of precoating; Resistance to stripping | Not applicable | MR(Qld) Method Q212B MR(Qld) Method Q216 | |
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Average least dimension; Flakiness | AS 1141.15 AS 1141.20.3 | |
Particle size distribution | Sieve analysis | AS 1141.11.1 | |||
Moisture content | Drying oven | AS 1289.2.1.1 |
ISO/IEC 17025 (2017)
Materials
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Analysis of bituminous materials - Properties | Bituminous materials | Viscosity | Brookfield viscometer | AustRoads Method AGPT/T111 | |
Torsional recovery | Not applicable | AustRoads Method AGPT/T122 | |||
Sample handling and conditioning | Not applicable | AustRoads Method AGPT/T102 | |||
Softening point | Ring and ball | AS 2341.18 | |||
Sample collection | Bituminous materials | Not applicable | Polymer modified bitumens from tanks, tankers and drums | AustRoads Method AGPT/T101 |
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Accreditation No.
18617
Site No.
25110
Print date
24 Nov 2024