Boral Resources (QLD) Pty Ltd - Boral Asphalt

Site

Asphalt Laboratory C

Accreditation No.

1688

Site No.

25310

Date of Accreditation

20 Apr 2023

Address

12 Kupfer Drive
Roseneath, QLD 4811
Australia

boral.com.au

Contact

Mr Brendon Hagland P: +61 0481011481

Availability

Services not available to external clients

Supervision

Not Applicable

Scope of Accreditation

Print scopes
Asphalt Laboratory C

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations

Suspended

Evaluation of geotechnical and civil construction material - Aggregate contaminants 		Aggregates Weak particles contaminants Sieve analysis AS 1141.32

Suspended

Evaluation of geotechnical and civil construction material - Aggregate properties 		Aggregates Shape Average least dimension

AS 1141.20.3
Water absorption of coarse aggregate Not applicable

AS 1141.6.1
Shape Flakiness

AS 1141.15, MR (Qld) Method Q201
Sample preparation Undisturbed samples

MR (Qld) Method Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B
Particle size distribution Sieve analysis

AS 1141.11.1, MR (Qld) Method Q103A
Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12
Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1

Suspended

Evaluation of geotechnical and civil construction material - Asphalt adhesion and stripping 		Asphalts Degree of particle coating Not applicable AS/NZS 2891.11

Suspended

Evaluation of geotechnical and civil construction material - Asphalt extraction and grading 		Asphalts Moisture content Not applicable AS/NZS 2891.10
Bitumen content and aggregate grading Reflux

AS/NZS 2891.3.1, MR (Qld) Method Q308A

Suspended

Evaluation of geotechnical and civil construction material - Asphalt field density 		Asphalts Characteristic values Not applicable AS 2891.14.15, MR (Qld) Method Q020
Field density Nuclear gauge backscatter mode; Thin-lift nuclear gauge

MR (Qld) Method Q306E, MR (Qld) NGTM Method N04, MR (Qld) NGTM Method N05
Density ratio and air voids Not applicable

AS/NZS 2891.14.5

Suspended

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 (Preparation only)

Suspended

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

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

Suspended

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

MR (Qld) Method Q306C
Bulk density Presaturation

AS/NZS 2891.9.2, MR (Qld) Method Q306B
Voids and density relationship Not applicable

AS/NZS 2891.8; MR (Qld) Method Q311
Bulk density Mensuration

AS/NZS 2891.9.3
Maximum density Water displacement

AS/NZS 2891.7.1, MR (Qld) Method Q307A

Suspended

Evaluation of geotechnical and civil construction material - Pavement shape 		Road pavements Rut depth Straight edge

MR (Qld) Method Q712

Suspended

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

AustRoads Method AGPT/T250

Suspended

Evaluation of geotechnical and civil construction material - Soil classification 		Soils Moisture content Drying oven AS 1289.2.1.1

Suspended

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 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

AS 2891.1.2
Not applicable Uncompacted asphalt

AS/NZS 2891.1.1
Soils Not applicable Site selection - Random stratified sampling AS 1289 1.4.2

ISO/IEC 17025 (2017)

Materials

Service Product Determinant Technique Procedure Limitations

Suspended

Analysis of bituminous materials - Properties 		Bituminous materials Sample handling and conditioning Not applicable

AustRoads ATM 102
Torsional recovery Not applicable

AustRoads ATM 122
Softening point Ring and ball

AS 2341.18, AustRoads Method AGPT/T131

Suspended

Sample collection 		Bituminous materials Not applicable Residual bitumens from tanks, tankers and drums

AS 2008; MR (Qld) Method Q080
Not applicable Polymer modified bitumens from tanks, tankers and drums

AustRoads ATM 101; MR (Qld) Method Q080

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