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 Brett Wakefield P: +61 (07) 46345955

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 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 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

Characteristic values; Field density Thin-lift nuclear gauge AS 2891.14.2
Characteristic density ratio; Characteristic values; Density ratio and air voids Not applicable AS 2891.14.5,
AS 2891.14.15
Density ratio and air voids Not applicable

MR (Qld) Method Q314; AAA MT002

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 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 Binder film thickness Not applicable

MR (Qld) Method Q317

Maximum density Water displacement

AS/NZS 2891.7.1, MR (Qld) Method Q307A

Voids and density relationship Not applicable

AS/NZS 2891.8, MR (Qld) Method Q311

Maximum density Methylated spirits displacement AS 2891.7.3,
RMS (NSW) Method T605
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

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

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 pre-treatment Soils Soil pre-treatment

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

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

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
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 AGPT/T122
Sample handling and conditioning Not applicable AustRoads Method AGPT/T102
Viscosity Brookfield viscometer AustRoads Method AGPT/T111
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 AGPT/T101

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.