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 Shape Average least dimension

AS 1141.20.1, AS 1141.20.2, AS 1141.20.3, TfNSW TS 02799.32,TfNSW TS 02799.50

Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1

Sample preparation Undisturbed samples

MR (Qld) Method Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B

Bulk density Compacted; Uncompacted

AS 1141.4

Shape Flakiness

AS 1141.15, MR (Qld) Method Q201

Particle density of fine aggregate Weighing-in-water

AS 1141.5

Water absorption of fine aggregate Not applicable

AS 1141.5

Shape Crushed faces

AS 1141.18, TfNSW TS 02799.36

Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

Water absorption of coarse aggregate Not applicable

AS 1141.6.1

Particle size distribution Sieve analysis

AS 1141.11.1, MR (Qld) Method Q103A

Shape Proportional calliper

AS 1141.14

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 Degree of particle coating Not applicable AS/NZS 2891.11
Anti-stripping agent sensitivity to water Not applicable

MR (Qld) Method Q315

Binder paste drain-off Not applicable

Austroads Method AGPT/T235

Evaluation of geotechnical and civil construction material - Asphalt extraction and grading Asphalts Bitumen content and aggregate grading Reflux

AS/NZS 2891.3.1, MR (Qld) Method Q308A, TfNSW TS 02806.08

Moisture content Not applicable AS/NZS 2891.10
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 Stripping potential Tensile strength ratio

AustRoads Method ATM 232, TfNSW TS 02806.26

Fatigue life Flexural bending Austroads Method AGPT/T274
Permeability Ponding

MR (Qld) Method Q304A, MR (Qld) Method Q304B

Cracking tolerance index Indirect tensile ASTM D8225
Resilient modulus Indirect tensile

AS/NZS 2891.13.1

Sensitivity to water Tensile strength ratio

TfNSW TS 02806.31

Deformation resistance Wheel tracking machine Austroads Method AGPT/T231, MR (Qld) Method Q325
Evaluation of geotechnical and civil construction material - Asphalt specimen manufacture Asphalts Specimen compaction Compaction of asphalt slabs Austroads Method AGPT/T220
Specimen conditioning Handling and conditioning

AS/NZS 2891.2.1, MR (Qld) Method Q303A, MR (Qld) Method Q303B

Specimen compaction Gyratory compaction

AS/NZS 2891.2.2

Evaluation of geotechnical and civil construction material - Asphalt volumetric properties Asphalts Bulk density Presaturation

AS/NZS 2891.9.2, MR (Qld) Method Q306B

Bulk density Mensuration

AS/NZS 2891.9.3

Bulk density Silicone sealing

MR (Qld) Method Q306C

Binder film thickness Not applicable

MR (Qld) Method Q317

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

Voids and density relationship Not applicable

AS/NZS 2891.8; MR (Qld) Method Q311

Fixed and free binder Not applicable

MR (Qld) Method Q321


Mix volume ratio density Not applicable

MR (Qld) Method Q318

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 Uncompacted asphalt

AS/NZS 2891.1.1

Not applicable Extraction of an asphalt core - Dry technique; Extraction of an asphalt core - Wet technique

AS 2891.1.2

Not applicable Site selection - Random sampling; Site selection - Random stratified sampling

MR (Qld) Method Q050

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 Rotational viscometer

AS 2341.4, AustRoads Method ATM 111

Stress ratio Dynamic shear rheometer  Austroads Method AGPT/T125
Sample handling and conditioning Not applicable

AustRoads Method ATM 102

Rolling thin film oven (RTFO) Effect of heat and air on a moving film of bitumen Austroads ATM 103
Permanent recovery and creep Dynamic shear rheometer AASHTO Method T350, ASTM D7405
Sample recovery Solvent extraction Austroads Method AGPT/T191
Viscosity Dynamic shear rheometer  Austroads Method AGPT/T192
Penetration of bitumen Not applicable AS 2341.12
Dynamic shear modulus and phase angle Dynamic shear rheometer AASHTO Method T315
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 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)

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.