Boral Resources (QLD) Pty Ltd - Boral Asphalt

Site

Narangba Laboratory – Boral Asphalt

Accreditation No.

1688

Site No.

15139

Date of Accreditation

06 Mar 2003

Address

Potassium Street
Narangba, QLD 4504
Australia

boral.com.au

Contact

Mr Adam Topp P: +61 (07) 30490225

Availability

Services conditionally available to external clients

Supervision

Not Applicable

Boral Resources (QLD) Pty Ltd - Boral Asphalt address map

Scope of Accreditation

Print scopes
Narangba Laboratory – Boral Asphalt

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

Mobile A Annex – Tindal

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)
Mobile C Annex – HMAS Albatross

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)
Mobile D Annex – Coffs Harbour Bypass

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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