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 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 - 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/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 | Density - In situ | Nuclear gauge backscatter mode; Thin-lift nuclear gauge |
AS 2891.14.2 MR (Qld) Method Q306E, MR (Qld) NGTM Method N04, MR (Qld) NGTM Method N05 |
|
| Characteristic values | Not applicable |
AS 2891.14.15, MR (Qld) Method Q020 |
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| Density ratio and air voids | Not applicable |
AS 2891.14.5 |
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| Evaluation of geotechnical and civil construction material - Asphalt filler | Asphalts | Apparent particle density of filler; Voids in dry compacted filler | Not applicable | AS/NZS 1141.7, AS/NZS 1141.17 | |
| 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 |
|
| 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 | Voids and density relationship | Not applicable |
AS/NZS 2891.8, MR (Qld) Method Q311 |
|
| Bulk density | Silicone sealing | MR (Qld) Method Q306C | |||
| Bulk density | Presaturation | AS/NZS 2891.9.2 | |||
| Bulk density | Waxing | AS/NZS 2891.9.1 | |||
| Bulk density | Mensuration |
AS/NZS 2891.9.3 |
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| Maximum density | Water displacement |
AS/NZS 2891.7.1 |
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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 | Ball embedment |
Austroads Method AGPT/T251 |
|
| Texture depth | Sand patch |
Austroads Method ATM 250 |
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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 sample preparation | Soils | Preparation of disturbed samples | Not applicable | MR (Qld) Method Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B | |
| Sample collection | Aggregates | Not applicable | Site selection - Random stratified sampling | AS 1289.1.4.2 | |
| Not applicable | Aggregate from a bin; Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck |
AS 1141.3.1; MR (Qld) Method Q060 |
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| Asphalts | Not applicable | Site selection - Random sampling; Site selection - Random stratified sampling |
MR (Qld) Method Q050 |
||
| 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 |
|||
| 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 ATM 122 | |||
| Sample handling and conditioning | Not applicable | AustRoads Method ATM 102 | |||
| Viscosity | Rotational viscometer | AustRoads Method ATM 111 | |||
| 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 ATM 101 |
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Accreditation No.
1688
Site No.
16370
Print date
25 Aug 2026