National Association of Testing Authorities, Australia
Scope of Accreditation
Fulton Hogan Industries Pty Ltd
Site
Narangba Laboratory
Accreditation No.
2887
Site No.
16235
Date of Accreditation
19 Jun 2006
Contact
Availability
Services not 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 | |
Shape | Flakiness | AS 1141.15; MR (Qld) Method Q201 | |||
Moisture content | Drying oven | AS 1289.2.1.1 | |||
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 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 | Characteristic values; Density ratio and air voids | Not applicable | AS/NZS 2891.14.5; MR (Qld) Method Q020 | |
Density ratio and air voids | Not applicable | AAA Method MT002 | |||
Evaluation of geotechnical and civil construction material - Asphalt filler | Asphalts | Voids in dry compacted filler | Not applicable | AS 1141.17 | |
Apparent particle density of filler | Not applicable | AS/NZS 1141.7 | |||
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; AAA MT 001 | |
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 | |||
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 | Texture depth | Sand patch | Austroads ATM 250 | |
Sample collection | Aggregates | Not applicable | Aggregate from a bin; Aggregate from a conveyor belt; Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck; Aggregate from a windrow | AS 1141.3.1 | |
Asphalts | Not applicable | Uncompacted asphalt | AS 2891.1.1 | ||
Not applicable | Extraction of an asphalt core - Dry technique; Extraction of an asphalt core - Wet technique | AS 2891.1.2 | |||
Not applicable | Site selection - Random sampling; Site selection - Random stratified sampling | AS 1289.1.4.2,, MR (Qld) Method Q050 |
ISO/IEC 17025 (2017)
Materials
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Sample collection | Bituminous materials | Not applicable | Bitumen emulsions from tanks, tankers and drums | AS 2008 Clause 5 | |
Not applicable | Polymer modified bitumens from tanks, tankers and drums | Austroads ATM 101 |
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Accreditation No.
2887
Site No.
16235
Print date
15 Jan 2025