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) |
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.
15139
Print date
09 Sep 2024