Boral Resources (Qld) Pty Limited

Site

Boral Cairns Concrete & Quarry Laboratory – Boral Concrete & Quarries

Accreditation No.

489

Site No.

4624

Date of Accreditation

25 Nov 1993

Address

622 Intake Road
Redlynch, QLD 4870
Australia

boral.com.au

Contact

Mr Brian Burke P: +61 (07) 40391206

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
Evaluation of geotechnical and civil construction material - Aggregate abrasion Aggregates Abrasion resistance Los Angeles machine value AS 1141.23
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 Clay and fine silt; Weak particles contaminants Settling; Sieve analysis

AS 1141 32
AS 1141 33
MR (Qld) Method Q217

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Bulk density Compacted; Uncompacted

AS 1141.4

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

AS 1141 11.1
AS 1141 12

Particle density of coarse aggregate; Particle density of fine aggregate Weighing-in-water

AS 1141.5

AS 1141.6.1
MR (Qld) Method Q214A, MR (Qld) Method Q214B

Shape Average least dimension; Crushed faces; Flakiness; Proportional calliper

AS 1141.14,
AS 1141.15,

AS 1141.18,
AS 1141. 20.3,
MR (Qld) Method Q201, MR (Qld) Method Q202; MR (Qld) Method Q215

Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Degradation factor on coarse aggregate; Degradation factor on fine aggregate

AS 1141.25.1
AS 1141.25.2
MR (Qld) Method Q208B

Evaluation of geotechnical and civil construction material - Aggregate stabilisation Aggregates Sample preparation; Unconfined compressive strength Cement stabilisation; UCS specimens - Field mix; UCS specimens - Laboratory mix MR (Qld) Method Q115, MR (Qld) Method Q251A, MR (Qld) Method Q251B
Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Aggregate crushing value; Wet/dry strength variation Not applicable

AS 1141.21
AS 1141.22
Mr (Qld) Method Q205A, MR (Qld) Method Q205B; MR (Qld) Method Q205C

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in-situ Concrete, grout and mortar Slump flow Cone; T500

AS 1012.3.1,

AS 1012.3.5

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar Compressive strength Cube; Cylinder

AS 1012.9

Mass per unit volume - Fresh concrete

AS 1012.12.1

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen manufacture; Specimen manufacture and curing Curing cylinder specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens; In-situ manufacture and curing of drying shrinkage specimens; In-situ manufacture and curing of flexural strength specimens; In-situ manufacture and curing of grout and mortar cubes

AS 1012.8.1, AS 1012.8.2, AS 1012.8.3, AS 1012.8.4

Evaluation of geotechnical and civil construction material - Soil classification Soils Moisture content Drying oven; Microwave oven

AS 1289.2.1.1, AS 1289.2.1.4

Sieve analysis Not applicable

AS 1289 3.6.1

MR (Qld) Method Q103A

Cone plasticity index; Linear shrinkage; Liquid limit; Plastic limit; Plasticity index Casagrande four point; Casagrande one point; Cone four point; Cone one point

AS 1289 3.1.1
AS 1289 3.1.2
AS 1289 3.2.1
AS 1289 3.3.1
AS 1289 3.3.2
AS 1289 3.4.1
AS 1289.3.9.1
AS 1289.3.9.2

MR (Qld) Method Q104A, MR (Qld) Method Q104D, MR (Qld) Method Q105, MR (Qld) Method Q106

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable AS 1289.5.4.2,
MR (Qld) Method Q144A
Compaction to nominated levels; Dry density/moisture content relationship Modified compactive effort; Standard compactive effort

AS 1289 5.1.1
AS 1289 5.2.1
MR (Qld) Method Q142A, MR (Qld) Method Q142B, MR (Qld) Method Q145A

Evaluation of geotechnical and civil construction material - Soil dispersion Soils Dispersion Emerson class AS 1289.3.8.1
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Remoulded specimens AS 1289 6.1.1
MR (Qld) Method Q113A, MR (Qld) Method Q113B, MR (Qld) Method Q113C
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

AS 1289 1.1
MR (Qld) Method Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B, MR (Qld) Method Q101D

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Curing of moulded specimens Not applicable MR (Qld) Method Q135B
Cement content Heat of neutralisation

MR (Qld) Method Q134

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

AS 1141.3.1,
MR (Qld) Method Q060

Concrete, grout and mortar Not applicable Fresh concrete from a mixer

AS 1012.1

Soils Not applicable Site selection - Random sampling; Site selection - Random stratified sampling MR (Qld) Method Q050
Not applicable Disturbed soil sampling from a stockpile

AS 1289.1.2.1,

MR (Qld) Method Q050

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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