
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 |
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 31/12/2023 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 | Mobile D Annex - Western Sydney, Site No 26331, is established from 1 August 2023 until 31 May 2024 for the construction works on the Western Sydney Airport Airside Civil & Pavement Project for CPB ACA JV (ABN 24 404 623 498) & Bitupave Limited (ABN 53 000 102 376) (Contract No. N81100-S007A-001) |
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
08 Dec 2023