Boral Resources (QLD) Pty Ltd - Boral Asphalt

Site

Cairns Asphalt Laboratory

Accreditation No.

1688

Site No.

9253

Date of Accreditation

26 Mar 2001

Address

21 Aumuller Street
Cairns, QLD 4870
Australia

boral.com.au

Contact

Mr Peter Armstrong P: +61 (07) 40351933

Availability

Services conditionally available to external clients

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 Degree of precoating Not applicable

MR (Qld) Method Q216

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
Shape Average least dimension; Crushed faces; Flakiness

AS 1141.15, AS 1141.20.3,

MR (Qld) Method Q201

Sample preparation Untreated bulk samples MR (Qld) Method 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, MR (Qld) Method Q103A

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

AS/NZS 2891.11 

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

Evaluation of geotechnical and civil construction material - Asphalt field density Asphalts Density ratio and air voids

MR (Qld) Method Q314

AAA MT002

Field density Nuclear gauge backscatter mode

MR (Qld) Method Q306E

MR (Qld) Method NGTM N04, MR (Qld) Method NGTM N05

Characteristic values Not applicable

MR (Qld) Method Q020

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 MT001

Evaluation of geotechnical and civil construction material - Asphalt specimen manufacture Asphalts 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 Maximum density Water displacement

AS/NZS 2891.7.1,

MR (Qld) Method Q307A

Mix volume ratio density Not applicable

MR (Qld) Method Q318

Bulk density Mensuration; Presaturation; Silicone sealing; Waxing

AS/NZS 2891.9.1, AS/NZS 2891.9.2, AS/NZS 2891.9.3,

MR (Qld) Method Q306B, MR (Qld) Method Q306C, MR (Qld) Method Q306D

Voids and density relationship Not applicable

AS/NZS 2891.8,

MR (Qld) Method Q311

Binder film thickness Not applicable

MR (Qld) Method Q317

Evaluation of geotechnical and civil construction material - Road pavement profile Road pavements Rut depth Straight edge

MR (Qld) Method Q712

Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics Road pavements Texture depth Sand patch

Austroads Method AGPT/T250

Penetration depth Ball embedment

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

MR (Qld) Method Q050

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

AS/NZS 2891.1.1, AS 2891.1.2

ISO/IEC 17025 (2017)

Materials

Service Product Determinant Technique Procedure
Sample collection Bituminous materials Not applicable Polymer modified bitumens from tanks, tankers and drums; Residual bitumens from tanks, tankers and drums

AS 2008 Appendix B (1997)

Austroads Method AGPT/T101

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.