Boral Technical Services

Site

Orange Grove Laboratory

Accreditation No.

552

Site No.

545

Date of Accreditation

22 Oct 1965

Address

15 Stephen Street
Orange Grove, WA 6109
Australia

boral.com.au

Contact

Mr Dean Pattison P: +61 (08) 94660900

Availability

Services conditionally available to external clients

Supervision

Not Applicable

Boral Technical Services address map

Scope of Accreditation

Print scopes
Orange Grove Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Establishment of annex facilities Materials defined by all or some for which the site is accredited Determinations defined by all or some for which the site is accredited Techniques defined by all or some for which the site is accredited
Evaluation of geotechnical and civil construction material - Aggregate abrasion Aggregates Abrasion resistance Los Angeles machine value AS 1141.23, MRWA Method WA220.1
Abrasion resistance Resistance to wear by attrition AS 1141.27;
Evaluation of geotechnical and civil construction material - Aggregate binder adhesion Aggregates Resistance to stripping Plate test

AS 1141.50

Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Clay and fine silt; Light stone contaminants; Organic impurities; Weak particles contaminants Settling; Visual assessment of stone colour

AS 1141.32, AS 1141.33, AS 1141.34,

MRWA Method WA250.1

 Organic impurities other than sugar
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Average least dimension; Flakiness; Proportional calliper

AS 1141.14, AS 1141.15, AS 1141.20.1, AS 1141.20.2,

MRWA Method WA216.1

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

AS 1141.5, AS 1141.6.1

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

AS 1141.11.1, AS 1141.12,

MRWA Method WA210.1

Bulk density Compacted; Uncompacted

AS 1141.4

Moisture content Drying oven; Microwave oven

MRWA Method WA212.1, MRWA Method WA212.2

Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Degradation factor on coarse aggregate; Degradation factor on fine aggregate; Degradation factor on source rock AS 1141.25.1;
AS 1141.25.2;
AS 1141.25.3
Soundness Exposure to sodium sulfate solution AS 1141.24
Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Aggregate crushing value; Wet/dry strength variation Not applicable AS 1141.21, AS 1141.22
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

Slump flow T500 AS 1012.3.5
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

Bleeding In situ analysis - Freshly mixed concrete AS 1012.6
Mass per unit volume - Fresh concrete In situ measurement using fixed volume measure

AS 1012.5

Flexural strength Modulus of rupture

AS 1012.11

Setting time - In situ Not applicable AS 1012.18
Compressive strength Cube; Cylinder

AS 1012.9


Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar shrinkage Concrete, grout and mortar Drying shrinkage specimen measurement Not applicable AS 1012.13
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen conditioning; Specimen manufacture and curing In situ manufacture and curing of cylindrical specimens; In situ manufacture and curing of drying shrinkage specimens; In situ manufacture and curing of flexural strength specimens

AS 1012.2, AS 1012.8.1, AS 1012.8.2, AS 1012.8.4

Evaluation of geotechnical and civil construction material - Rock properties Rocks Moisture content Drying oven AS 4133.1.1.1;
Point load strength index In situ measurement AS 4133.4.1;
Evaluation of geotechnical and civil construction material - Soil classification Soils Moisture content Drying oven; Microwave oven

AS 1289.2.1.1, AS 1289.2.1.4, AS 1289.2.3.1, 

MRWA Method WA110.1, MRWA Method WA110.2

Linear shrinkage Not applicable

AS 1289.3.4.1,

MRWA Method WA123.1

Sieve analysis Not applicable

AS 1289.3.6.1,

MRWA Method WA115.1

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

AS 1289.3.1.1, AS 1289.3.9.1,

MRWA Method WA120.1, MRWA Method WA120.2

Plasticity index Casagrande; Cone

AS 1289.3.3.1, AS 1289.3.3.2,

MRWA Method WA122.1

Plastic limit Not applicable

AS 1289.3.2.1, 

MRWA Method WA121.1

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,

MRWA Method WA132.1, MRWA Method WA133.1

Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Compressive strength Uniaxial maximum dry MRWA Method WA140.1
Bearing ratio Remoulded specimens AS 1289.6.1.1, MRWA method WA141.1
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

AS 1289.1.1, 

MRWA Method WA105.1

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Compressive strength Uniaxial unconfined AS 5101.4,
MRWA Method WA143.1
Sample collection Aggregates Not applicable Aggregate from a stockpile

AS 1141.3.1, 

MRWA Method WA200.1

Concrete, grout and mortar Not applicable Fresh concrete from deposited concrete

AS 1012.1

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

AS 1289.1.2.1,

MRWA Method WA100.1

Not applicable Site selection - Random sampling

MRWA Method WA0.1

St Ives WA Annex Facility

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Annex facility Materials defined by all or some for which the site is accredited Determinations defined by all or some for which the site is accredited Techniques defined by all or some for which the site is accredited The St Ives WA Annex Facility, Site No. 27105, is established from 10 May 2025 until 30 July 2025 for testing in relation to the St Ives Renewables Project for WCS Concrete Pty Ltd (Contract No. WCF26092)

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.