Boral Resources (Qld) Pty Limited

Site

Boral Mackay Laboratory

Accreditation No.

489

Site No.

24650

Date of Accreditation

29 May 2019

Address

CNR Holts and Woodwards Road
Richmond, QLD 4740
Australia

boral.com.au

Contact

Mr Mark Stewart P: +61 0417059866

Availability

Services conditionally available to external clients

Scope of Accreditation

Boral Mackay Laboratory

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; Weak particles contaminants Settling; Sieve analysis

AS 1141.32,
AS 1141.33

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle density of coarse aggregate; Particle density of fine aggregate Weighing-in-water

AS 1141.5,
AS 1141.6.1

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

AS 1141.11.1,
AS 1141.12

Shape Average least dimension; Flakiness; Proportional calliper

AS 1141 14,
AS 1141 15,
AS 1141 20.3

Bulk density Compacted; Uncompacted

AS 1141.4

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; 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 - 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; 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; Manufacture and curing of drying shrinkage specimens in the laboratory

AS 1012.8.1,
AS 1012.8.4

Evaluation of geotechnical and civil construction material - Soil classification Soils Linear shrinkage Not applicable MR (Qld) Method Q106
Moisture content Drying oven

AS 1289.2.1.1

Plasticity index Cone MR (Qld) Method Q105
Sieve analysis Not applicable

AS 1289.3.6.1, MR (Qld) Method Q103A

Liquid limit Cone four point; Cone one point

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

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 Not applicable MR (Qld) Method Q145A
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 Q101C,
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 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 Disturbed soil sampling from a stockpile

AS 1289.1.2.1,

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.