National Association of Testing Authorities, Australia
Scope of Accreditation
Boral Resources (QLD) Pty Ltd - Boral Asphalt
Site
Narangba Laboratory – Boral Asphalt
Accreditation No.
1688
Site No.
15139
Date of Accreditation
06 Mar 2003
Contact
Availability
Services conditionally available to external clients
Supervision
Not Applicable
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 | Resistance to stripping | Plate test | AS 1141.50, TfNSW TS 02799.27 | |
Degree of precoating | Not applicable | MR (Qld) Method Q216 | |||
Initial adhesion | Not applicable | TfNSW TS 02799.35 | |||
Resistance to stripping | Modified plate | MR (Qld) Method Q212B | |||
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 | AS 1141.11.1, MR (Qld) Method Q103A | |
Particle density of fine aggregate | Weighing-in-water | AS 1141.5 | |||
Water absorption of fine aggregate | Not applicable | AS 1141.5 | |||
Sample preparation | Undisturbed samples | MR (Qld) Method Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B | |||
Particle size distribution | Sieve analysis of material finer than 75 µm | AS 1141.12 | |||
Shape | Average least dimension | AS 1141.20.1, AS 1141.20.2, AS 1141.20.3, TfNSW TS 02799.32,TfNSW TS 02799.50 | |||
Water absorption of coarse aggregate | Not applicable | AS 1141.6.1 | |||
Shape | Flakiness | AS 1141.15, MR (Qld) Method Q201 | |||
Shape | Proportional calliper | AS 1141.14 | |||
Bulk density | Compacted; Uncompacted | AS 1141.4 | |||
Shape | Crushed faces | AS 1141.18, TfNSW TS 02799.36 | |||
Particle density of coarse aggregate | Weighing-in-water | AS 1141.6.1 | |||
Shape | Voids in fine aggregate | AASHTO T304 | |||
Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Methylene blue value | AS 1141.66 | |
Soundness | Clay index | MR (Qld) Method Q129 | |||
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 | |||
Anti-stripping agent sensitivity to water | Not applicable | MR (Qld) Method Q315 | |||
Evaluation of geotechnical and civil construction material - Asphalt extraction and grading | Asphalts | Moisture content | Not applicable | AS/NZS 2891.10 | |
Bitumen content and aggregate grading | Reflux | AS/NZS 2891.3.1, MR (Qld) Method Q308A, TfNSW TS 02806.08 | |||
Evaluation of geotechnical and civil construction material - Asphalt field density | Asphalts | Density ratio and air voids | Not applicable | AS/NZS 2891.14.5, MR (Qld) Method Q314 (2018), AAA Method MT002 | |
Characteristic values; Field density | Nuclear gauge backscatter mode; Thin-lift nuclear gauge | AS/NZS 2891.14.2, MR (Qld) Method Q020, MR (Qld) Method Q306E, MR (Qld) NGTM Method N04, MR (Qld) NGTM Method N05, | |||
Characteristic density ratio; Characteristic values | Not applicable | AS 2891.14.15 | |||
Evaluation of geotechnical and civil construction material - Asphalt filler | Asphalts | Apparent particle density of filler | Not applicable | AS/NZS 1141.7 | |
Voids in dry compacted filler | Not applicable | 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, AAA Method MT001 | |
Evaluation of geotechnical and civil construction material - Asphalt mix design | Asphalts | Mix composition | Marshall method | MR (Qld) Method Q309, RC (VIC) Method 201.01 | |
Evaluation of geotechnical and civil construction material - Asphalt performance | Asphalts | Resilient modulus | Indirect tensile | AS/NZS 2891.13.1 | |
Sensitivity to water | Tensile strength ratio | TfNSW TS 02806.31 | |||
Stripping potential | Tensile strength ratio | AustRoads Method ATM 232, TfNSW TS 02806.26 | |||
Permeability | Ponding | MR (Qld) Method Q304A, MR (Qld) Method Q304B | |||
Evaluation of geotechnical and civil construction material - Asphalt specimen manufacture | Asphalts | Specimen compaction | Gyratory compaction | AS/NZS 2891.2.2 | |
Specimen conditioning | Handling and conditioning | AS/NZS 2891.2.1, MR (Qld) Method Q303A, MR (Qld) Method Q303B | |||
Evaluation of geotechnical and civil construction material - Asphalt volumetric properties | Asphalts | Binder film thickness | Not applicable | MR (Qld) Method Q317 | |
Bulk density | Silicone sealing | MR (Qld) Method Q306C | |||
Bulk density | Mensuration | AS/NZS 2891.9.3 | |||
Bulk density | Presaturation | AS/NZS 2891.9.2, MR (Qld) Method Q306B | |||
Mix volume ratio density | Not applicable | MR (Qld) Method Q318 | |||
Voids and density relationship | Not applicable | AS/NZS 2891.8; MR (Qld) Method Q311 | |||
Maximum density | Methylated spirits displacement | AS/NZS 2891.7.3 | |||
Maximum density | Water displacement | AS/NZS 2891.7.1, MR (Qld) Method Q307A | |||
Bulk density | Waxing | AS/NZS 2891.9.1 | |||
Fixed and free binder | Not applicable | MR (Qld) Method Q321 | |||
Evaluation of geotechnical and civil construction material - Pavement shape | Road pavements | Rut depth | 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 AGPT/T250 | |||
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 modulus and deformation | Soils | Resilient modulus | Permanent deformation | MR (Qld) Method Q139 | |
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Sample preparation | Foamed bitumen stabilisation | MR (Qld) Method Q135C; MR (Qld) Method Q138B | |
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 | |
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 | AS 2891.1.2 | |||
Not applicable | Uncompacted asphalt | AS/NZS 2891.1.1 | |||
Soils | Not applicable | Site selection - Random stratified sampling | AS 1289 1.4.2 |
ISO/IEC 17025 (2017)
Materials
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Analysis of bituminous materials - Composition | Bituminous materials | Residue on evaporation | Not applicable | AS/NZS 2341.23 | |
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 | |||
Sieve residue | Sieve analysis | AS 2341.26 | |||
Segregation of bituminous materials | Not applicable | AustRoads Method AGPT/T108 | |||
Viscosity | Dynamic - Capillary tube | AS/NZS 2341.2 | |||
Ease of remixing | Not applicable | AustRoads Method AGPT/T109 | |||
Viscosity | Brookfield viscometer | AS 2341.4, AustRoads Method ATM 111 | |||
Sample handling and conditioning | Not applicable | AustRoads Method ATM 102 | |||
Sample collection | Bituminous materials | Not applicable | Polymer modified bitumens from tanks, tankers and drums | Austroads Method ATM 101, MR (Qld) Method Q080 | |
Not applicable | Residual bitumens from tanks, tankers and drums | AS 2008; MR (Qld) Method Q080 |
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Annex facility | 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 | Mobile A Annex - Tindal, Site No. 26316, is established from 10/07/2023 until 31/12/2025 for the RAAF Tindal Redevelopment - Airfield Works project for BMD Constructions (Contract No. 42448043) |
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Annex facility | 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 | The Mobile C Annex - HMAS Albatross, Site No. 26905, is established from 24 October 2024 until 28 February 2026 to conduct testing for the P0010 national Airfields Works at HMAS Albatross on the B.M.D Constructions PTY Limited and Boral Asphalt T/A Bitupave Ltd project for B.M.D. Constructions Pty Limited (Contract No. 21138017) |
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Annex facility | 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 | Mobile D Annex - Coffs Harbour Bypass, Site No. 26942, is established from 1 November 2024 until 31 December 2027 for the Coffs Harbour Bypass Project for Ferrovial Gamuda Joint Venture (Contract No. CHB-00081) |
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Accreditation No.
1688
Site No.
15139
Print date
07 Dec 2024