National Association of Testing Authorities, Australia
Scope of Accreditation
Downer EDI Works
Site
Bli Bli Laboratory
Accreditation No.
1881
Site No.
10907
Date of Accreditation
04 Apr 1995
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 contaminants | Aggregates | Weak particles contaminants | Sieve analysis | AS 1141.32 | |
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Average least dimension; Crushed faces; Flakiness | MR (Qld) Methods Q201, AS 1141.18, AS 1141.20.3 | |
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 adhesion and stripping | Asphalts | Binder paste drain-off | Not applicable | Austroads Method AGPT/T235 | |
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 | |
Evaluation of geotechnical and civil construction material - Asphalt field density | Asphalts | Characteristic values; Density ratio and air voids; Field density | Not applicable | MR (Qld) Method Q020, MR (Qld) Method Q314, Australian Airports Association AAA MT002 | |
Field density | Nuclear gauge backscatter mode | MR (Qld) Method Q306E, MR (Qld) Method NGTM N04, MR (Qld) Method NGTM N05 | |||
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 AAA MT001 | |
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 | Binder film thickness; Bulk density; Gyratory compaction curve; Maximum density; Mix volume ratio 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) Method Q306B, MR (Qld) Method Q306C, MR (Qld) Method Q306D, MR (Qld) Method Q307A, MR (Qld) Method Q311, MR (Qld) Method Q317, 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 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; Uncompacted asphalt | AS/NZS 2891.1.1, AS 2891.1.2 | ||
Not applicable | Site selection - Random sampling; Site selection - Random stratified sampling | AS 1289.1.4.2, MR (Qld) Method Q050 |
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Accreditation No.
1881
Site No.
10907
Print date
26 Nov 2024