Heidelberg Materials Australia Pty Ltd

Site

Technical Services, Bass Point

Accreditation No.

21417

Site No.

2777

Date of Accreditation

14 Dec 1989

Address

Boollwarroo Parade
Shellharbour, NSW 2529
Australia

heidelbergmaterials.com.au

Contact

Mr Joao Costa P: +61 0448523212

Availability

Services conditionally available to external clients

Heidelberg Materials Australia Pty Ltd address map

Scope of Accreditation

Print scopes
Technical Services, Bass Point

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 Weak particles contaminants Sieve analysis

AS 1141.32,

RMS (NSW) Method T202

TfNSW TS 02799.03

Organic impurities Colour test

AS 1141.34,

RMS (NSW) Method T260

TfNSW TS 02799.38

Light particles contaminants Segregation by density AS 1141.31
Clay and fine silt Settling

AS 1141.33

Sugar Fehlings solution

AS 1141.35

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Ratio greatest to least dimension RMS (NSW) Method T278

TfNSW TS 02799.53

Particle size distribution Fine particles in road materials

RMS (NSW) Method T107 (2012); TfNSW T107;

TfNSW TS 02795.03

Particle size distribution Sieve analysis

AS 1141.11.1,

RMS (NSW) Method T201

TfNSW TS 02799.02

Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12,

RMS (NSW) Method T203

TfNSW TS 02799.04

Shape Proportional calliper

AS 1141.14,

RMS (NSW) Method T213

TfNSW TS 02799.12

Shape Flakiness

AS 1141.15

Particle density of coarse aggregate; Water absorption of coarse aggregate Weighing-in-water

AS 1141.6.1

Shape Crushed faces

RMS (NSW) Method T239

TfNSW TS 02799.36

Shape Average least dimension

AS 1141.20.1,

AS 1141.20.2,

RMS (NSW) Method T235,

RMS (NSW) Method T275

TfNSW TS 02799.32,TfNSW TS 02799.50

Particle density of fine aggregate; Water absorption of fine aggregate Weighing-in-water

AS 1141.5

Bulk density Uncompacted

AS 1141.4

Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Methylene blue value AS 1141.66,
RMS (NSW) Method T659

TfNSW TS 02806.36

Soundness Exposure to sodium sulfate solution AS 1141.24
Evaluation of geotechnical and civil construction material - Aggregate stabilisation Aggregates Cohesion of compacted material Unconfined

AS 1141.52

Sample preparation Stabilised pavement materials

AS 5101.2.2

Unconfined compressive strength Not applicable

AS 5101.4

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,
RMS (NSW) Method T215

TfNSW TS 02799.13

Evaluation of geotechnical and civil construction material - Soil classification Soils Plastic limit Not applicable

AS 1289.3.2.1,

RMS (NSW) Method T109 (2012); TfNSW T109;

TfNSW TS 02795.05

Sieve analysis Not applicable

AS 1289.3.6.1

RMS (NSW) Method T106 (2012); TfNSW T106;

TfNSW TS 02795.02

Plasticity index Casagrande

AS 1289.3.3.1,

RMS (NSW) Method T109 (2012); TfNSW T109;

TfNSW TS 02795.05

Moisture content Drying oven

AS 1289 .2.1.1,

RMS (NSW) Method T120

TfNSW TS 02795.14

Linear shrinkage Not applicable RMS (NSW) Method T113 (2012); TfNSW T113;

TfNSW TS 02795.08

Fine particles in road materials Not applicable

RMS (NSW) Method T107 (2012); TfNSW T107;

TfNSW TS 02795.03

Liquid limit Casagrande four point

AS 1289.3.1.1,

RMS (NSW) Method T108 (2012); TfNSW T108;

TfNSW TS 02795.04

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

AS 1289.5.2.1,

RMS (NSW) Method T112

TfNSW TS 02795.07

Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1,

RMS (NSW) Method T111,

RMS (NSW) Method T130

TfNSW TS 02795.06,TfNSW TS 02796.01

Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Remoulded specimens AS 1289.6.1.1, RMS (NSW) Method T117
TfNSW TS 02795.11
Compressive strength Uniaxial maximum dry RMS (NSW) Method T114

TfNSW TS 02795.09

Evaluation of geotechnical and civil construction material - Soil natural contaminants Soils Acidity pH AS 1289.4.3.1, RMS (NSW) Method T123
TfNSW TS 02795.16
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

AS 1289.1.1,

RMS (NSW) Method T105; TfNSW T105;

TfNSW TS 02795.01

Soil pre-treatment Accelerated weathering pre-treatment; Repeated compaction pre-treatment

RMS (NSW) Method T102 (2012); TfNSW T102; RMS (NSW) Method T103 (2012); TfNSW T103;

TfNSW TS 02794.02,TfNSW TS 02794.03

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Compressive strength Uniaxial unconfined

RMS (NSW) Method T116,

RMS (NSW) Method T131

TfNSW TS 02795.10,TfNSW TS 02796.02

Sample collection Aggregates Not applicable Aggregate from a conveyor belt; Aggregate from a stockpile

AS 1141.3.1

Soils Not applicable Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow

AS 1289.1.2.1,

RMS (NSW) Method T100

TfNSW TS 02794.01

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.