Heidelberg Materials Australia Pty Ltd

Site

Technical Services, Mackay

Accreditation No.

21415

Site No.

1775

Date of Accreditation

30 Sep 1983

Address

398 Farleigh/Habana Road
Farleigh, QLD 4741
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, Mackay

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

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

AS 1141.11.1, AS 1141.12

Bulk density Compacted; Uncompacted

AS 1141.4

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

Shape Average least dimension; Crushed faces; Flakiness; Proportional calliper

AS 1141.14, AS 1141.15, AS 1141.18, AS 1141.20.3

MR (Qld) Method Q201

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

Aggregate crushing value Not applicable AS 1141.21
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in situ Concrete, grout and mortar Slump flow Cone

AS 1012.3.1

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

except clause 4.2

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen manufacture and curing Curing cylinder specimens in the laboratory; Curing flexural strength specimens in the laboratory; In situ manufacture and curing of cylindrical specimens; In situ manufacture and curing of flexural strength specimens

AS 1012.8.1, AS 1012.8.2

Evaluation of geotechnical and civil construction material - Soil classification Soils Weighted plasticity index Not applicable MR (Qld) Method Q252
Sieve analysis Not applicable

AS 1289.3.6.1, MR (Qld) Method Q103A

Moisture content Drying oven

AS 1289.2.1.1

Linear shrinkage Not applicable

AS 1289.3.4.1, MR (Qld) Method Q106

Plastic limit Not applicable

AS 1289.3.2.1, MR (Qld) Method Q105

Liquid limit Casagrande four point; Cone four point; Cone one point

AS 1289.3.1.1, AS 1289.3.9.1, MR (Qld) Method Q104A, MR (Qld) Method Q104D

Plasticity index Casagrande; Cone

AS 1289.3.3.1, MR (Qld) Method Q105

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Standard compactive effort

MR (Qld) Method Q142A

Compaction to nominated levels Not applicable

MR (Qld) Method Q145A

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 Q113C
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

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 Stabiliser working time Cementitious stabilisation time MR (Qld) Method Q136A
Curing of moulded specimens Not applicable MR (Qld) Method Q135B
Sample preparation UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix MR (Qld) Method Q251A, MR (Qld) Method Q251B
Compressive strength Uniaxial unconfined MR (Qld) Method Q115
Cement content Heat of neutralisation

MR (Qld) Method Q134

Sample preparation Cement stabilisation; Lime stabilisation

MR (Qld) Method Q135A

Sample collection Aggregates Not applicable Aggregate from a stockpile; Aggregate from a truck

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.