Heidelberg Materials Australia Pty Ltd

Site

Technical Services, Brisbane

Hymix Australia Pty Ltd Research and Quality Laboratory

Accreditation No.

415

Site No.

665

Date of Accreditation

31 Oct 1967

Address

10 The Boulevard
Brisbane Airport, QLD 4008
Australia

heidelbergmaterials.com.au

Contact

Mrs Samantha Profke P: +61 0409463072

Availability

Services conditionally available to external clients

Heidelberg Materials Australia Pty Ltd address map

Scope of Accreditation

Print scopes
Technical Services, Brisbane

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
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 Settling

AS 1141.33

Weak particles contaminants Sieve analysis

AS 1141.32

Organic impurities Colour test AS 1141.34
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Average least dimension; Crushed faces; Flakiness; Proportional calliper

AS 1141.14, AS.1141.15, AS 1141.18, AS 1141.20.1, AS 1141.20.3, MR (Qld) Method Q201

Particle size distribution Sieve analysis; Sieve analysis of material finer than 2 ?m; Sieve analysis of material finer than 75 µm

AS 1141.11.1, AS 1141.12, AS 1141.13

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

AS 1141.5, AS 1141.6.1

Bulk density Compacted; Uncompacted

AS 1141.4

Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Degradation factor on coarse aggregate; Degradation factor on fine aggregate; Degradation factor on source rock; Exposure to sodium sulfate solution; Methylene blue value

AS 1141.24, AS 1141.25.1, AS 141.25.3, AS 1141.66, MR (Qld) Method Q208B

Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Aggregate crushing value Not applicable AS 1141.21
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

AS 1012.3.5

Slump flow Cone

AS 1012.3.1

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

AS 1012.9, AS 1012.14

Mass per unit volume - Fresh concrete In situ measurement using fixed volume measure

AS 1012.5

Mass per unit volume - Hardened concrete Dimensions; Water displacement

AS 1012 12.1, AS 1012.12.2, MR (QLD) Method Q473

In house Method HY001

Flexural strength Modulus of rupture

AS 1012.11

Air content of freshly mixed concrete Reduced air pressure

AS 1012.4.2

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar shrinkage Concrete, grout and mortar Drying shrinkage specimen measurement Not applicable AS 1012.13
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 drying shrinkage specimens; Manufacture and curing of drying shrinkage specimens in the laboratory; Moist curing drying shrinkage specimens in the laboratory

AS 1012.8.4

Specimen manufacture Mixing concrete in the laboratory

AS 1012.2

Specimen manufacture and curing Curing cylinder specimens in the laboratory; In situ manufacture and curing of cylindrical specimens; Manufacture and curing of cylindrical specimens in the laboratory AS 1012.8.1
Specimen manufacture and curing Manufacture and curing of grout and mortar cubes in the laboratory

AS 1012.8.3

Specimen conditioning Dry conditioning of hardened concrete core specimens; Wet conditioning of hardened concrete core specimens

AS 1012.14

Specimen manufacture and curing Manufacture and curing of flexural strength specimens in the laboratory

AS 1012.8.2

Evaluation of geotechnical and civil construction material - Soil classification Soils Cone plasticity index Not applicable

AS 1289.3.3.2

Linear shrinkage Not applicable

AS 1289.3.4.1, MR (Qld) Method Q106

Moisture content Drying oven; Microwave oven

AS 1289.2.1.1, AS 1289.2.1.4

Plastic limit Not applicable

AS 1289.3.2.1, 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

AS 1289.3.9.1, MR (Qld) Method Q104A, MR (Qld) Method Q104D

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils 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 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 natural contaminants Soils Acidity pH

AS 1289.4.3.1

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Sample preparation UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix MR (Qld) Method Q251A, MR (Qld) Method Q251B
Curing of moulded specimens Not applicable

MR (Qld) Method Q135B

Cement content Heat of neutralisation

MR (Qld) Method Q134

Compressive strength Uniaxial unconfined MR (Qld) Method Q115
Sample preparation Cement stabilisation; Lime stabilisation MR (Qld) Method Q135A
Stabiliser working time Cementitious stabilisation time MR (Qld) Method Q136A
Sample collection Aggregates Not applicable Aggregate from a bin; Aggregate from a conveyor belt; 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 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, MR (Qld) Method Q101E, MR (Qld) Method Q101F

Not applicable 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

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.