Heidelberg Materials Australia Pty Ltd

Site

Technical Services, Wolffdene

Accreditation No.

21416

Site No.

1958

Date of Accreditation

27 Aug 1985

Address

Harts Road
Luscombe, QLD 4207
Australia

heidelbergmaterials.com.au

Contact

Availability

Services conditionally available to external clients

Heidelberg Materials Australia Pty Ltd address map

Scope of Accreditation

Print scopes
Technical Services, Wolffdene

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 Organic impurities Colour test

AS 1141.34

Weak particles contaminants Sieve analysis

AS 1141.32

Clay and fine silt Settling

AS 1141.33

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Flakiness

AS 1141.15; MR (Qld) Method Q201

Shape Proportional calliper

AS 1141.14

Bulk density Compacted; Uncompacted

AS 1141.4

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

AS 1141.5; AS 1141.6.1

Shape Average least dimension

AS 1141.20.1; AS 1141.20.3

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

AS 1141.11.1; AS 1141.12

Shape Crushed faces

AS 1141.18

Evaluation of geotechnical and civil construction material - Soil classification Soils Liquid limit Cone four point; Cone one point

AS 1289 3.9.1; MR (Qld) Method Q104A; MR (Qld) Method Q104D

Moisture content Drying oven; Microwave oven

AS 1289.2.1.1; AS 1289.2.1.4

Linear shrinkage Not applicable

AS 1289.3.4.1; MR (Qld) Method Q106

Plasticity index Cone

AS 1289 3.3.2; MR (Qld) Method Q105

Plastic limit Not applicable

AS 1289.3.2.1; MR (Qld) Method Q105

Sieve analysis Not applicable

MR (Qld) Method Q103A

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Modified compactive effort; Standard compactive effort MR (Qld) Method Q142A; MR (Qld) Method Q142B
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Remoulded specimens MR (Qld) Method Q113A; MR (Qld) Method Q113B; MR (Qld) Method Q113C
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

AS 12891.1.1; 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 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
Sample preparation Cement stabilisation MR (Qld) Method Q135A
Cement content Heat of neutralisation

MR (Qld) Method Q134

Curing of moulded specimens Not applicable MR (Qld) Method Q135B
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

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

MR (Qld) Method Q060

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.