National Association of Testing Authorities, Australia
Scope of Accreditation
Boral Resources (QLD) Pty Ltd - Boral Asphalt
Site
West Burleigh Laboratory – Boral Asphalt
Accreditation No.
1688
Site No.
9249
Date of Accreditation
26 Mar 2001
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 |
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Establishment of annex facilities | Materials defined by all or some for which the site is accredited | Determinations defined by all or some for which the site is accredited | Techniques defined by all or some for which the site is accredited | ||
Evaluation of geotechnical and civil construction material - Aggregate binder adhesion | Aggregates | Degree of precoating; Resistance to stripping |
MR (Qld) Method Q216, RMS (NSW) Method T640 TfNSW TS 02806.26 |
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Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Weak particles contaminants | Sieve analysis |
AS 1141.32 |
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Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Moisture content | Drying oven |
AS 1289.2.1.1 |
|
Sample preparation | Not applicable |
MR (Qld) Methods Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B |
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Particle size distribution | Sieve analysis; Sieve analysis of material finer than 75 µm |
AS 1141.11.1; AS 1141.12, RMS (NSW) Method T201, MR(Qld) Method Q103A TfNSW TS 02799.02 |
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Shape | Average least dimension; Crushed faces; Flakiness |
AS 1141.15, AS 1141.20.3, MR (Qld) Method Q201 |
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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 2891.11 |
|
Evaluation of geotechnical and civil construction material - Asphalt extraction and grading | Asphalts | Bitumen content and aggregate grading | Reflux |
AS 2891 3.1, MR (Qld) Methods Q308A, RMS (NSW) Method T607 TfNSW TS 02806.08 |
|
Evaluation of geotechnical and civil construction material - Asphalt field density | Asphalts | Characteristic values; Density ratio and air voids; Field density | Not applicable |
MR (Qld) Methods Q020, MR (Qld) Method Q314 (2014), Australian Airports Association Method MT 002 |
|
Field density | Nuclear gauge backscatter mode |
MR (Qld) Methods Q306E, MR (Qld) Methods NGTM N04, N05 |
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Evaluation of geotechnical and civil construction material - Asphalt filler | Asphalts | Apparent particle density of filler | Not applicable |
AS 1141.7 |
|
Voids in dry compacted filler | Not applicable |
AS 1141.17 |
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Evaluation of geotechnical and civil construction material - Asphalt mechanical properties | Asphalts | Marshall stability and flow | Not applicable |
AS 2891.5; MR (Qld) Method Q305; Australian Airports Association Method MT 001 |
|
Evaluation of geotechnical and civil construction material - Asphalt performance | Asphalts | Stripping potential | Tensile strength ratio |
RMS (NSW) Method T640, MR (Qld) Method Q315, Austroads Method AGPT/T232 TfNSW TS 02806.26 |
|
Evaluation of geotechnical and civil construction material - Asphalt specimen manufacture | Asphalts | Specimen compaction; Specimen conditioning | Gyratory compaction; Handling and conditioning |
AS 2891.2.2, MR (Qld) Method Q303A, MR (Qld) Method Q303B |
|
Evaluation of geotechnical and civil construction material - Asphalt volumetric properties | Asphalts | Binder film thickness; Bulk density; Maximum density; Mix volume ratio density; Voids and density relationship | Mensuration; Presaturation; Silicone sealing; Water displacement; Waxing |
AS 2891.7.1, AS 2891.7.3, AS 2891.8, AS 2891.9.1, AS 2891.9.2, AS 2891.9.3, MR (Qld) Method Q306B, MR (Qld) Method Q306C, MR (Qld) Method Q306D (2017), MR (Qld) Method Q307A, MR (Qld) Method Q311, MR (Qld) Method Q317, RMS (NSW) Method T605 TfNSW TS 02806.06 |
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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 | Penetration depth; Texture depth | Ball embedment; Sand patch |
Austroads Method AGPT/T250, Austroads Method AGPT/T251 |
|
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 |
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Not applicable | Extraction of an asphalt core - Dry technique; Extraction of an asphalt core - Wet technique; Uncompacted asphalt |
AS 2891.1.1, AS 2891.1.2 |
ISO/IEC 17025 (2017)
Materials
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Analysis of bituminous materials - Properties | Bituminous materials | Softening point | Ring and ball | AS 2341.18; Austroads Method AGPT/T131 | |
Sample handling and conditioning | Not applicable | Austroads Method ATM 102 | |||
Torsional recovery | Not applicable | Austroads Method ATM 122 | |||
Sample collection | Bituminous materials | Not applicable | Polymer modified bitumens from tanks, tankers and drums; Residual bitumens from tanks, tankers and drums |
AS 2008, Austroads Method ATM 101, MR (Qld) Method Q080 |
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Accreditation No.
1688
Site No.
9249
Print date
25 Apr 2024