Boral Resources (QLD) Pty Ltd - Boral Asphalt

Site

West Burleigh Laboratory – Boral Asphalt

Accreditation No.

1688

Site No.

9249

Date of Accreditation

26 Mar 2001

Address

Lot 1 Bermuda Street
Burleigh Heads, QLD 4220
Australia

boral.com.au

Contact

Mr Ashley Woodward P: +61 (07) 55935488

Availability

Services conditionally available to external clients

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

Scope of Accreditation

Print scopes
West Burleigh 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 Degree of precoating; Resistance to stripping

MR (Qld) Method Q216, RMS (NSW) Method T640

TfNSW TS 02806.26

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 Moisture content Drying oven

AS 1289.2.1.1

Sample preparation Not applicable

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

Particle size distribution Sieve analysis; Sieve analysis of material finer than 75 µm

AS 1141.11.1; AS 1141.12, RMS (NSW) Method T201, MR(Qld) Method Q103A

TfNSW TS 02799.02

Shape Average least dimension; Crushed faces; Flakiness

AS 1141.15, AS 1141.20.3, MR (Qld) Method Q201

Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Methylene blue value AS 1141.66

Evaluation of geotechnical and civil construction material - Asphalt adhesion and stripping Asphalts Degree of particle coating Not applicable

AS 2891.11

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

AS 2891 3.1,  MR (Qld) Methods Q308A, RMS (NSW) Method T607

TfNSW TS 02806.08

Evaluation of geotechnical and civil construction material - Asphalt field density Asphalts Characteristic values; Density ratio and air voids; Field density Not applicable

MR (Qld) Methods Q020, MR (Qld) Method Q314 (2014), Australian Airports Association Method MT 002

Field density Nuclear gauge backscatter mode

MR (Qld) Methods  Q306E, MR (Qld) Methods NGTM N04, N05

Evaluation of geotechnical and civil construction material - Asphalt filler Asphalts Apparent particle density of filler Not applicable AS 1141.7
Voids in dry compacted filler Not applicable AS 1141.17
Evaluation of geotechnical and civil construction material - Asphalt mechanical properties Asphalts Marshall stability and flow Not applicable

AS 2891.5; MR (Qld) Method Q305; Australian Airports Association Method MT 001

Evaluation of geotechnical and civil construction material - Asphalt performance Asphalts Stripping potential Tensile strength ratio

RMS (NSW) Method T640, MR (Qld) Method Q315, Austroads Method AGPT/T232

TfNSW TS 02806.26

Evaluation of geotechnical and civil construction material - Asphalt specimen manufacture Asphalts Specimen compaction; Specimen conditioning Gyratory compaction; Handling and conditioning

AS 2891.2.2, MR (Qld) Method Q303A, MR (Qld) Method Q303B

Evaluation of geotechnical and civil construction material - Asphalt volumetric properties Asphalts Binder film thickness; Bulk density; Maximum density; Mix volume ratio density; Voids and density relationship Mensuration; Presaturation; Silicone sealing; Water displacement; Waxing

AS 2891.7.1, AS 2891.7.3, AS 2891.8, AS 2891.9.1, AS 2891.9.2, AS 2891.9.3, MR (Qld) Method Q306B, MR (Qld) Method Q306C, MR (Qld) Method Q306D (2017), MR (Qld) Method Q307A, MR (Qld) Method Q311, MR (Qld) Method Q317, RMS (NSW) Method T605

TfNSW TS 02806.06

Evaluation of geotechnical and civil construction material - Pavement shape Road pavements Surface deviation Straight edge MR (Qld) Method Q712
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics Road pavements Penetration depth; Texture depth Ball embedment; Sand patch

Austroads Method AGPT/T250, Austroads Method AGPT/T251

Sample collection Aggregates Not applicable Aggregate from a stockpile

AS 1141.3.1; MR (Qld) Method Q060

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

AS 1289.1.4.2, MR (Qld) Method Q050

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

AS 2891.1.1, AS 2891.1.2

ISO/IEC 17025 (2017)

Materials

Service Product Determinant Technique Procedure Limitations
Analysis of bituminous materials - Properties Bituminous materials Softening point Ring and ball AS 2341.18; Austroads Method AGPT/T131
Sample handling and conditioning Not applicable Austroads Method  ATM 102
Torsional recovery Not applicable Austroads Method ATM 122
Sample collection Bituminous materials Not applicable Polymer modified bitumens from tanks, tankers and drums; Residual bitumens from tanks, tankers and drums

AS 2008, Austroads Method ATM 101, MR (Qld) Method Q080

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.