Boral Resources (QLD) Pty Ltd - Boral Asphalt

Site

Hervey Bay Laboratory

Accreditation No.

1688

Site No.

16906

Date of Accreditation

27 Jun 2008

Address

Lower Mountain Road
Dundowran, QLD 4655
Australia

boral.com.au

Contact

Mr Brad Cook P: +61 (07) 41287201

Availability

Services not available to external clients

Supervision

Not Applicable

Scope of Accreditation

Print scopes
Hervey Bay Laboratory

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; MR (Qld) Method Q250
Shape Average least dimension

AS 1141.20.3
Shape Crushed faces AS 1141.18
Particle size distribution Sieve analysis

AS1141.11.1
Particle size distribution Sieve analysis of material finer than 75 µm

AS1141.12
Shape Flakiness

AS 1141.15; MR (Qld) Method Q201
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
Moisture content Not applicable

AS/NZS 2891.10
Evaluation of geotechnical and civil construction material - Asphalt field density Asphalts Characteristic values Not applicable

MR (Qld) Method Q020
Evaluation of geotechnical and civil construction material - Asphalt specimen manufacture Asphalts Specimen compaction Marshall method AS/NZS 2891.5; MR (Qld) Method Q305
Specimen conditioning Handling and conditioning

MR (Qld) Method Q303A; MR (Qld) Method Q303B
Evaluation of geotechnical and civil construction material - Asphalt volumetric properties Asphalts Voids and density relationship Not applicable

AS/NZS 2891.8; MR (Qld) Method Q311
Maximum density Water displacement

AS/NZS 2891.7.1; MR (Qld) Method Q307A
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
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Sample preparation Foamed bitumen stabilisation MR (Qld) Method Q138B
Sample collection Aggregates Not applicable Aggregate from a bin; Aggregate from a stockpile

AS 1141.3.1; MR (Qld) Method Q060
Asphalts Not applicable 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

AS 2891.1.2
Not applicable Uncompacted asphalt

AS/NZS 2891.1.1
Not applicable Site selection - Random sampling

AS 1289.1.4.2; MR (Qld) Method Q050

ISO/IEC 17025 (2017)

Materials

Service Product Determinant Technique Procedure Limitations
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; 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.