National Association of Testing Authorities, Australia
Scope of Accreditation
Fulton Hogan Industries Pty Ltd
Site
Mackay Laboratory
Accreditation No.
2887
Site No.
15838
Date of Accreditation
15 Mar 2024
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 | Particle size distribution | Sieve analysis | AS 1141.11.1 | |
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 | |
Evaluation of geotechnical and civil construction material - Asphalt field density | Asphalts | Density ratio and air voids | Not applicable | Australian Airports Association MT002 | |
Characteristic values | Not applicable | MR (Qld) Method Q020 | |||
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; Australian Airports Association MT001 | Compaction of Marshall Specimens Only |
Evaluation of geotechnical and civil construction material - Asphalt specimen manufacture | Asphalts | Specimen compaction; Specimen conditioning | Handling and conditioning; Marshall method | MR (Qld) Method Q303A; MR (Qld) Method Q303B; MR (Qld) Method Q305 | |
Evaluation of geotechnical and civil construction material - Asphalt volumetric properties | Asphalts | 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 | |
Voids and density relationship | Not applicable | AS/NZS 2891.8; MR (Qld) Method Q311 | |||
Maximum density | Water displacement | AS/NZS 2891.7.1 | |||
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 ATM 250 | |
Sample collection | Aggregates | Not applicable | Aggregate from a stockpile | As 1141.3.1; MR (Qld) Method Q060 | |
Asphalts | Not applicable | Site selection - Random sampling; Site selection - Random stratified sampling | AS 1289.1.4.2, MR (Qld) Method Q050 | ||
Not applicable | Extraction of an asphalt core - Dry technique; Extraction of an asphalt core - Wet technique; Loose asphalt | AS/NZS 2891.1.1; AS 2891.1.2 |
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 Appendix B; Austroads ATM 101 |
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Accreditation No.
2887
Site No.
15838
Print date
07 Oct 2024