Boral Resources (QLD) Pty Ltd - Boral Asphalt

Site

Townsville Laboratory – Boral Asphalt

Accreditation No.

1688

Site No.

2216

Date of Accreditation

25 Aug 1987

Address

616 Ingham Road
Mount Louisa, QLD 4814
Australia

boral.com.au

Contact

Mr Aaron Mitchell P: +61 (07) 47745102

Availability

Services conditionally available to external clients

Scope of Accreditation

Townsville Laboratory – Boral Asphalt

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
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 Shape Average least dimension

AS 1141.20.3

Sample preparation Undisturbed samples

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

Shape Crushed faces

AS 1141.18

Particle size distribution Sieve analysis

AS 1141.11.1; MR (Qld) Method Q103A

Shape Flakiness

AS 1141.15; MR (Qld) Method Q201

Moisture content Drying oven

AS 1289.2.1.1

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 Field density Nuclear gauge backscatter mode

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

Density ratio and air voids Not applicable

 MR (Qld) Method Q314 (2018); Australian Airports Association Method MT002

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; Australian Airports Association Method MT001; MR (Qld) Method Q305

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

MR (Qld) Method Q303A

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

Bulk density Mensuration; Presaturation; Silicone sealing

AS/NZS 2891.9.2, AS/NZS 2891.9.3, MR (Qld) Method Q306C

Maximum density Water displacement

AS/NZS 2891.7.1

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 Ball embedment Austroads Method AG:PT/T251
Texture depth Sand patch

Austroads Method AGPT/T250

Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile

AS 1141.3.1; MR (Qld) Method Q060

Asphalts 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

MR (Qld) Method Q050

Not applicable Site selection - Random stratified sampling

MR (Qld) Method Q050

Not applicable Uncompacted asphalt

AS/NZS 2891.1.1

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

Austroads Method AGPT/T101

Not applicable Residual bitumens from tanks, tankers and drums

AS 2008 App B (1997)

Not applicable Residual bitumens from tanks, tankers and drums MR (Qld) Method Q080

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