
National Association of Testing Authorities, Australia
Scope of Accreditation
Fulton Hogan Industries Pty Ltd
Site
Gladstone Laboratory
Accreditation No.
1771
Site No.
21366
Date of Accreditation
24 Dec 2012
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; Sieve analysis of material finer than 75 µm |
AS 1141.11.1; AS 1141.12 |
|
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) Methods Q308A |
|
Evaluation of geotechnical and civil construction material - Asphalt field density | Asphalts | Characteristic values; Density ratio and air voids; Field density | Nuclear gauge backscatter mode |
MR (Qld) Methods Q020, Q314 |
|
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 | Compaction of Marshall Specimens Only. |
Evaluation of geotechnical and civil construction material - Asphalt specimen manufacture | Asphalts | Specimen compaction; Specimen conditioning | Handling and conditioning |
MR (Qld) Methods Q303A, Q303B |
Compaction of Marshall specimens |
Evaluation of geotechnical and civil construction material - Asphalt volumetric properties | Asphalts | Binder film thickness; Bulk density; Maximum density; Voids and density relationship | Mensuration; Presaturation; Silicone sealing; Water displacement; Waxing |
AS/NZS 2891.7.1, AS/NZS 2891.8, AS/NZS 2891.9.1, AS/NZS 2891.9.2, AS/NZS 2891.9.3, MR (Qld) Methods Q306B, Q306C, Q306D, Q307A, Q311 |
|
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 stockpile |
AS 1141.3.1; MR (Qld) Method Q060 |
|
Asphalts | Not applicable | Extraction of an asphalt core - Dry technique; Extraction of an asphalt core - Wet technique |
AS/NZS 2891.1.1, AS 2891.1.2 |
||
Not applicable | Site selection - Random sampling; Site selection - Random stratified sampling |
MR (Qld) Method Q050 |
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 |
Austroads Method AGPT/T101; AS 2008; AS 2008 (1997) Appendix B |
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Accreditation No.
1771
Site No.
21366
Print date
27 Jun 2022