National Association of Testing Authorities, Australia
Scope of Accreditation
Boral Resources (QLD) Pty Ltd - Boral Asphalt
Site
Charlton Asphalt Laboratory
Accreditation No.
1688
Site No.
16370
Date of Accreditation
05 Jul 2005
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 |
---|---|---|---|---|---|
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 | Not applicable |
MR (Qld) Method Q216 |
|
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 | Particle size distribution | Sieve analysis; Sieve analysis of material finer than 75 µm |
AS 1141.11.1, AS 1141.12 |
|
Shape | Average least dimension; Crushed faces; Flakiness |
AS 1141.15, AS 1141.18, AS 1141.20.3, |
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Evaluation of geotechnical and civil construction material - Asphalt adhesion and stripping | Asphalts | Degree of particle coating | Not applicable |
AS/NZS 2891.11 |
|
Evaluation of geotechnical and civil construction material - Asphalt extraction and grading | Asphalts | Moisture content | Not applicable | AS 2891.10 | |
Bitumen content and aggregate grading | Reflux |
AS/NZS 2891.3.1, MR (Qld) Method Q308A |
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Evaluation of geotechnical and civil construction material - Asphalt field density | Asphalts | Field density | Nuclear gauge backscatter mode |
MR (Qld) Method Q306E; MR (Qld) Method NGTM N04; MR (Qld) Method NGTM N05 |
|
Characteristic values | Not applicable |
MR (Qld) Method Q020 |
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Characteristic values; Field density | Thin-lift nuclear gauge | AS 2891.14.2 | |||
Characteristic density ratio; Characteristic values; Density ratio and air voids | Not applicable |
AS 2891.14.5, AS 2891.14.15 |
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Density ratio and air voids | Not applicable |
MR (Qld) Method Q314 (2018) AAA MT002 |
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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 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 |
|
Specimen compaction | Gyratory compaction | AS 2891.2.2 | |||
Evaluation of geotechnical and civil construction material - Asphalt volumetric properties | Asphalts | Maximum density | Water displacement |
AS/NZS 2891.7.1, MR (Qld) Method Q307A |
|
Binder film thickness | Not applicable |
MR (Qld) Method Q317 |
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Voids and density relationship | Not applicable |
AS/NZS 2891.8, MR (Qld) Method Q311 |
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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 Q306B, MR (Qld) Method Q306C, MR (Qld) Method Q306D |
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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 | Texture depth | Sand patch |
Austroads Method AGPT/T250 |
|
Penetration depth | Ball embedment |
Austroads Method AGPT/T251 |
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Evaluation of geotechnical and civil construction material - Soil classification | Soils | Moisture content | Drying oven | AS 1289.2.1.1 | |
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment |
MR (Qld) Method Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B |
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Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck |
AS 1141.3.1; MR (Qld) Method Q060 |
|
Not applicable | Site selection - Random stratified sampling | AS 1289.1.4.2 | |||
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 |
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Not applicable | Site selection - Random sampling; Site selection - Random stratified sampling |
MR (Qld) Method Q050 |
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Soils | Not applicable | Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a truck; Disturbed soil sampling in-situ |
MR (Qld) Method Q060 |
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 |
|
Torsional recovery | Not applicable | AustRoads Method AGPT/T122 | |||
Sample handling and conditioning | Not applicable |
AustRoads Method AGPT/T102 |
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Viscosity | Brookfield viscometer | AustRoads Method AGPT/T111 | |||
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 (1997); MR (Qld Method Q080; Austroads Method AGPT/T101 |
The only data displayed is that deemed relevant and necessary for the clear description of the activities and services covered by the scope of accreditation.
Grey text appearing in a SoA is additional freetext providing further refinement or information on the data in the preceding line entry.
Accreditation No.
1688
Site No.
16370
Print date
20 Apr 2024