Boral Resources (Qld) Pty Limited

Site

Boral Dundowran Concrete & Quarry Laboratory – Boral Concrete & Quarries

Accreditation No.

489

Site No.

5974

Date of Accreditation

08 Aug 1994

Address

Lower Mountain Road
Dundowran, QLD 4655
Australia

boral.com.au

Contact

Mr Mark Stewart P: +61 (07) 47998027

Availability

Services conditionally available to external clients

Scope of Accreditation

Boral Dundowran Concrete & Quarry Laboratory – Boral Concrete & Quarries

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 Clay and fine silt Settling

AS 1141.33

Organic impurities Colour test

AS 1141.34

Weak particles contaminants Sieve analysis

AS 1141.32

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Bulk density Compacted; Uncompacted AS 1141.4
Shape Average least dimension

AS 1141.20.3

Water absorption of coarse aggregate; Water absorption of fine aggregate Not applicable

AS 1141.6.1
AS 1141.5

Shape Proportional calliper

AS 1141.14

Shape Crushed faces

AS 1141.18

Shape Flakiness

AS 1141.15
MR (Qld) Method Q201

Particle size distribution Sieve analysis

AS 1141.11.1

Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Degradation factor on coarse aggregate MR (Qld) Method Q208B
Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Wet/dry strength variation Not applicable AS 1141.22
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in-situ Concrete, grout and mortar Slump flow Cone; J-ring; T500

AS 1012.3.1; AS1012.3.5

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1

Compressive strength Cylinder

AS 1012.9

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen manufacture and curing In-situ manufacture and curing of cylindrical specimens

AS 1012.8.1

Specimen manufacture and curing Curing cylinder specimens in the laboratory

AS 1012.8.1

Specimen manufacture and curing In-situ manufacture and curing of drying shrinkage specimens

AS 1012.8.4

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

AS 1289.2.1.1

Moisture content Microwave oven AS 1289.2.1.4
Liquid limit Cone four point

MR (Qld) Method Q104A

Liquid limit Cone one point

MR (Qld) Method Q104D

Plasticity index Cone

MR (Qld) Method Q105

Sieve analysis Not applicable

MR (Qld) Method Q103A

Linear shrinkage Not applicable

MR (Qld) Method Q106

Plastic limit Not applicable

MR (Qld) Method Q105

Moisture content Relative moisture content MR (Qld) Method Q250
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable MR (Qld) Method Q144A
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
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 Cement content Heat of neutralisation

MR (Qld) Method Q134

Sample collection Aggregates Not applicable Aggregate from a stockpile

AS 1141.3.1

Concrete, grout and mortar Not applicable Fresh concrete from deposited concrete

AS 1012.1

Soils Not applicable Disturbed soil sampling from a stockpile

MR (Qld) Method Q060

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

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.

Grey text appearing in a SoA is additional freetext providing further refinement or information on the data in the preceding line entry.