Boral Resources (QLD) Pty Ltd - Boral Asphalt

Site

Rockhampton Laboratory – Boral Asphalt

Accreditation No.

1688

Site No.

9252

Date of Accreditation

26 Mar 2001

Address

cnr Dorly Street and Lakes Creek Road
Lakes Creek, QLD 4701
Australia

boral.com.au

Contact

Mr Peter Jackson P: +61 (07) 49348266

Availability

Services conditionally available to external clients

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

Scope of Accreditation

Print scopes
Rockhampton Laboratory – Boral Asphalt

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; Resistance to stripping Not applicable

MR (Qld) Method Q212B, 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; Crushed faces; Flakiness

AS 1141.15,  AS 1141.18, AS 1141.20.3, MR (Qld) Method Q201

Particle size distribution Sieve analysis; Sieve analysis of material finer than 75 µm

AS 1141.11.1, AS 1141.12, MR (Qld) Method Q103A

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; Moisture content Reflux

AS/NZS 2891 3.1,  AS/NZS 2891.10,
MR (Qld) Method Q308A

Evaluation of geotechnical and civil construction material - Asphalt field density Asphalts Characteristic values; Density ratio and air voids; Field density Not applicable

MR (Qld) Method Q020; MR (Qld) Method Q314 (2018); Australian Airports Association Method MT 002

Field density Nuclear gauge backscatter mode

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

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,
Australian Airports Association Method MT 001

 Compaction of Marshall Specimens Only
Evaluation of geotechnical and civil construction material - Asphalt volumetric properties Asphalts Binder film thickness; Bulk density; Maximum density; Mix volume ratio density; Voids and density relationship Calculation; Mensuration; Presaturation; Silicone sealing; Water displacement; Waxing

AS/NZS 2891.7.1, AS/NZS 2891.8, 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 Q307A, MR (Qld) Method Q311, MR (Qld) Method Q317

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; Texture depth Ball embedment; Sand patch

Austroads Method AGPT/T250; Austroads Method AGPT/T251

Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

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

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

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; Loose 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

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, 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.