Heidelberg Materials Australia Pty Ltd

Site

Technical Services, Marleston

Accreditation No.

21411

Site No.

408

Date of Accreditation

21 Mar 1963

Address

55 Galway Avenue
Marleston, SA 5033
Australia

heidelbergmaterials.com.au

Contact

Mr Adrian Kozak P: +61 0488161135

Availability

Services conditionally available to external clients

Heidelberg Materials Australia Pty Ltd address map

Scope of Accreditation

Print scopes
Technical Services, Marleston

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 contaminants Aggregates Clay and fine silt Settling

AS 1141.33

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1

Particle size distribution Sieve analysis

AS 1141.11.1

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in situ Concrete, grout and mortar Slump flow L-box; T500 AS 1012.3.5 Except Clause 3.1
Slump flow Cone

AS 1012.3.1

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar Air content of freshly mixed concrete Reduced air pressure

AS 1012.4.2

Flexural strength Modulus of rupture AS 1012.11
Compressive strength Cylinder

AS 1012.9

Compressive strength Core

AS 1012.14

Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1

Indirect tensile strength Brazil

AS 1012.10

Mass per unit volume - Hardened concrete Water displacement

AS 1012.12.2

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

AS 1012.5

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen manufacture Mixing concrete in the laboratory

AS 1012.2

Specimen manufacture and curing Manufacture and curing of cylindrical specimens in the laboratory

AS 1012.8.1

Specimen manufacture and curing Curing cylinder specimens in the laboratory

AS 1012.8.1

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

AS 1012.8.2

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

AS 1012.8.2

Specimen conditioning Wet conditioning of hardened concrete core specimens

AS 1012.14 (except clause 6.2)

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 drying shrinkage specimens

AS 1012.8.4

Specimen manufacture and curing Manufacture and curing of drying shrinkage specimens in the laboratory

AS 1012.8.4

Evaluation of geotechnical and civil construction material - Soil classification Soils Plasticity index Casagrande AS 1289.3.3.1
Linear shrinkage Not applicable AS 1289.3.4.1
Plastic limit Not applicable AS 1289.3.2.1
Moisture content Drying oven AS 1289.2.1.1
Sieve analysis Not applicable AS 1289.3.6.1;
DPTI (SA) TP134;
Liquid limit Casagrande one point AS 1289.3.1.2
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable AS 1289.1.1
Sample collection Aggregates Not applicable Aggregate from a bin; Aggregate from a stockpile

AS 1141.3.1

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

AS 1012.1

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.