National Association of Testing Authorities, Australia
Scope of Accreditation
Allens Asphalt
Site
Caboolture Laboratory
Allens Asphalt Pty Ltd
Accreditation No.
4799
Site No.
4792
Date of Accreditation
03 May 1993
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 | MR (Qld) Method Q216 | ||
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Flakiness | MR (Qld) Method Q201 | |
Shape | Average least dimension | AS 1141.20.1, AS 1141.20.3 | |||
Sample preparation | Undisturbed samples | MR (Qld) Method Q101 | |||
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 | Methylene blue value | AS 1141.66 | |
Evaluation of geotechnical and civil construction material - Asphalt adhesion and stripping | Asphalts | Degree of particle coating | Not applicable | AS/NZS 2891.11 | |
Evaluation of geotechnical and civil construction material - Asphalt extraction and grading | Asphalts | Bitumen content and aggregate grading | Reflux | AS/NZS 2891.3.1, MR (Qld) Method Q308A | |
Moisture content | Not applicable | AS/NZS 2891.10 | |||
Evaluation of geotechnical and civil construction material - Asphalt field density | Asphalts | Characteristic values | Not applicable | MR (Qld) Method Q020 | |
Field density | Nuclear gauge backscatter mode | MR (Qld) Method Q306E, MR (Qld) NGTM Method N04, MR (Qld) NGTM Method N05 | |||
Evaluation of geotechnical and civil construction material - Asphalt filler | Asphalts | Apparent particle density of filler | Not applicable | AS/NZS 1141.7 | |
Voids in dry compacted filler | Not applicable | 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, MR (Qld) Method Q305 | |
Evaluation of geotechnical and civil construction material - Asphalt performance | Asphalts | Permeability | Ponding | MR (Qld) Method Q304A | |
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 | Bulk density | Silicone sealing | MR (Qld) Method Q306C | |
Maximum density | Water displacement | AS 2891.7.1 | |||
Bulk density | Waxing | AS/NZS 2891.9.1 | |||
Binder film thickness | Not applicable | MR (Qld) Method Q317 | |||
Voids and density relationship | Not applicable | AS/NZS 2891.8, MR (Qld) Method Q311 | |||
Bulk density | Mensuration | AS/NZS 2891.9.3 | |||
Bulk density | Presaturation | AS/NZS 2891.9.2 | |||
Mix volume ratio density | Not applicable | MR (Qld) Method Q318 | |||
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 AG:PT/T250 | |
Penetration depth | Ball embedment | Austroads Method AG:PT/T251 | |||
Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck | AS 1141.3.1, MR (Qld) Method Q060 | |
Asphalts | Not applicable | Extraction of an asphalt core - Wet technique | AS 2891.1.2 | ||
Not applicable | Extraction of an asphalt core - Dry technique | AS 2891.1.2 | |||
Not applicable | Site selection - Random sampling | MR (Qld) Method Q050 | |||
Not applicable | Site selection - Random stratified sampling | MR (Qld) Method Q050 | |||
Not applicable | Site selection - Random stratified sampling | AS 1289.1.4.2 | |||
Not applicable | Uncompacted asphalt | AS/NZS 2891.1.1 |
ISO/IEC 17025 (2017)
Materials
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Sample collection | Bituminous materials | Not applicable | Polymer modified bitumens from tanks, tankers and drums; Residual bitumens from tanks, tankers and drums | AS 2008, MR (Qld) Method Q080, Austroads Method AGPT/T101 |
The only data displayed is that deemed relevant and necessary for the clear description of the activities and services covered by the scope of accreditation.
Grey text appearing in a SoA is additional freetext providing further refinement or information on the data in the preceding line entry.
Accreditation No.
4799
Site No.
4792
Print date
27 Nov 2024