Boral Resources (Qld) Pty Limited

Site

Boral Townsville Concrete & Quarry Laboratory

Accreditation No.

489

Site No.

20368

Date of Accreditation

08 Jun 2011

Address

Boral Quarries, 720 Flinders Highway
Roseneath , QLD 4811
Australia

boral.com.au

Contact

Mr Mark Stewart P: +61 (07) 47998027

Availability

Services not available to external clients

Scope of Accreditation

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
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 Shape Crushed faces

AS 1141.18

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

AS 1141.5, AS 1141.6.1

Bulk density Compacted; Uncompacted

AS 1141.4

Shape Flakiness

AS 1141.15;  MR (Qld) Method Q201

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

AS 1141.11.1, AS 1141.12

Shape Average least dimension

AS 1141.20.3

Shape Proportional calliper

AS 1141.14

Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Degradation factor on coarse aggregate AS 1141.25.2;  MR (Qld) Method Q208B
Evaluation of geotechnical and civil construction material - Aggregate stabilisation Aggregates Cement content Heat of neutralisation MR (Qld) Method Q134
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, AS 1012.3.5

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar Mass per unit volume - Fresh concrete In-situ measurement using fixed volume measure AS 1012.5
Air content of freshly mixed concrete Reduced air pressure AS 1012.4.2
Compressive strength Cube; Cylinder

AS 1012.9

Mass per unit volume - Hardened concrete Dimensions

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 and curing In-situ manufacture and curing of cylindrical specimens

AS 1012.8.1

Specimen manufacture and curing In-situ manufacture and curing of grout and mortar cubes AS 1012.8.3
Specimen manufacture and curing In-situ manufacture and curing of drying shrinkage specimens

AS 1012.8.4

Specimen manufacture and curing In-situ manufacture and curing of flexural strength specimens

AS 1012.8.2

Evaluation of geotechnical and civil construction material - Soil classification Soils Linear shrinkage Not applicable

MR (Qld) Method Q106

Liquid limit Cone four point; Cone one point

MR (Qld) Method Q104A;  MR (Qld) Method Q104D

Moisture content Drying oven

AS 1289.2.1.1

Plastic limit; Plasticity index Not applicable

MR (Qld) Method Q105

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 Q101C;  MR (Qld) Method Q101D

Sample collection Aggregates Not applicable 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; Fresh concrete from deposited concrete

AS 1012.1

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

MR (Qld) Method Q050

Not applicable Disturbed sampling from earthwork; Disturbed soil sampling from a face; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling in-situ

AS 1289.1.2.1;  MR (Qld) Method Q060

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