Boral Resources (QLD) Pty Ltd - Boral Asphalt

Site

Charlton Asphalt Laboratory

Accreditation No.

1688

Site No.

16370

Date of Accreditation

05 Jul 2005

Address

Witmack Industry Park, Vision Street
Charlton, QLD 4350
Australia

boral.com.au

Contact

Mr Gareth Powell P: +61 (07) 46345955

Availability

Services conditionally available to external clients

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

Scope of Accreditation

Print scopes
Charlton Asphalt 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 properties Aggregates Particle size distribution Sieve analysis; Sieve analysis of material finer than 75 µm

AS 1141.11.1, AS 1141.12

Shape Average least dimension; Crushed faces; Flakiness

AS 1141.15, AS 1141.18, AS 1141.20.3,
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 Moisture content Not applicable AS 2891.10
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 - In situ Nuclear gauge backscatter mode; Thin-lift nuclear gauge AS 2891.14.2
MR (Qld) Method Q306E, MR (Qld) NGTM Method N04, MR (Qld) NGTM Method N05
Characteristic values Not applicable

AS 2891.14.15, MR (Qld) Method Q020

Density ratio and air voids Not applicable

AS 2891.14.5

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

Evaluation of geotechnical and civil construction material - Asphalt specimen manufacture Asphalts Specimen compaction Gyratory compaction AS 2891.2.2
Specimen conditioning Handling and conditioning

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

Voids and density relationship Not applicable

AS/NZS 2891.8, MR (Qld) Method Q311

Bulk density Mensuration

AS/NZS 2891.9.3

Bulk density Waxing AS/NZS 2891.9.1
Bulk density Presaturation AS/NZS 2891.9.2
Bulk density Silicone sealing MR (Qld) Method Q306C
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 Texture depth Sand patch

Austroads Method ATM 250

Penetration depth Ball embedment

Austroads Method AGPT/T251

Evaluation of geotechnical and civil construction material - Soil classification Soils Moisture content Drying oven AS 1289.2.1.1
Evaluation of geotechnical and civil construction material - Soil sample preparation Soils Preparation of disturbed samples Not applicable MR (Qld) Method Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B
Sample collection Aggregates Not applicable Aggregate from a bin; Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck

AS 1141.3.1; MR (Qld) Method Q060

Not applicable Site selection - Random stratified sampling AS 1289.1.4.2
Asphalts 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

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

MR (Qld) Method Q050

Soils Not applicable Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a truck; Disturbed soil sampling in situ

MR (Qld) Method Q060

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
Torsional recovery Not applicable AustRoads Method ATM 122
Sample handling and conditioning Not applicable AustRoads Method ATM 102
Viscosity Brookfield viscometer AustRoads Method ATM 111
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); MR (Qld Method Q080; Austroads Method ATM 101

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.

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