Boral Resources (Vic) Pty Ltd

Site

Shepparton Laboratory

Accreditation No.

3639

Site No.

3632

Date of Accreditation

14 Apr 1992

Address

Quarry Road
Cosgrove, VIC 3631
Australia

boral.com.au

Contact

Mr Tom Preston P: +61 0406256304

Availability

Services available to external clients

Scope of Accreditation

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Weak particles contaminants Sieve analysis

AS 1141.32

Organic impurities Colour test

AS 1141.34

Clay and fine silt Settling

AS 1141.33

Coarse aggregate quality Visual comparison

AS 1141.30.1;  RC (Vic) Method 372.01

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle density of fine aggregate Weighing-in-water

AS 1141.5

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

Shape Flakiness

AS 1141.15; RC (Vic) Method 302.11

Shape Average least dimension

AS 1141.20.1, AS 1141.20.2, AS 1141.20.3; RMS (NSW) Method T235, RMS (NSW) Method T275

Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Degradation factor on coarse aggregate AS 1141.25.3;  RC (Vic) Method 370.05
Evaluation of geotechnical and civil construction material - Aggregate stabilisation Aggregates Sample preparation

 RC (Vic) Method 301.01

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

Air content of freshly mixed concrete Reduced air pressure

AS 1012.4.2

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 In-situ manufacture and curing of drying shrinkage specimens; Manufacture and curing of drying shrinkage specimens in the laboratory

AS 1012.8.4

Specimen manufacture and curing Curing cylinder specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens

AS 1012.8.1

Specimen manufacture and curing In-situ manufacture and curing of flexural strength specimens; Manufacture and curing of flexural strength specimens in the laboratory

AS 1012.8.2

Evaluation of geotechnical and civil construction material - Soil classification Soils Sieve analysis Not applicable

AS 1289.3.6.1

Moisture content Drying oven

AS 1289.2.1.1

Linear shrinkage; Liquid limit; Plastic limit; Plasticity index Casagrande AS 1289.3.1.1, AS 1289 3.1.2, AS 1289.3.2.1, AS 1289 3.3.1, AS 1289.3.4.1
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Modified compactive effort; Standard compactive effort AS 1289.5.1.1, AS 1289.5.2.1
Evaluation of geotechnical and civil construction material - Soil dispersion Soils Dispersion Sand equivalent AS 1289.3.7.1
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 stockpile

AS 1141.3.1

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

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.