Civitest WA Pty Ltd

Site

Bunbury Laboratory

Accreditation No.

20040

Site No.

14158

Date of Accreditation

22 Jun 2016

Address

47 Craigie Street
Davenport, WA 6230
Australia

civitest.com.au

Contact

Ms Amanda Pedersen P: +61 0409823416

Availability

Services available to external clients

Civitest WA Pty Ltd address map

Scope of Accreditation

Print scopes
Bunbury 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 MRWA Method WA220.2
Abrasion resistance Los Angeles machine value AS 1141.23
MRWA Method WA220.1
Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates 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

MRWA Method WA216.1

Moisture content Drying oven

MRWA Method WA212.1

Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

Shape Average least dimension

AS 1141.20.1

MRWA Method WA215.1

Particle size distribution Sieve analysis

AS 1141.11.1

MRWA Method WA210.1

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 Compressive strength Cube

AS 1012.9

RMS (NSW) Method T375

TfNSW TS 02800.49

Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1

Compressive strength Cylinder

AS 1012.9

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; In situ manufacture and curing of cylindrical specimens

AS 1012.8.1

Specimen manufacture and curing Curing grout and mortar cube specimens in the laboratory; In situ manufacture and curing of grout and mortar cubes

AS 1012.8.3

RMS (NSW) Method T375

TfNSW TS 02800.49

Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics Road pavements Layer thickness Not applicable

MRWA Method WA330.1

Evaluation of geotechnical and civil construction material - Soil chemical properties Soils Calcium carbonate content Not applicable MRWA Method WA915.1
Evaluation of geotechnical and civil construction material - Soil classification Soils Liquid limit Cone one point

AS 1289.3.9.2

Liquid limit Cone four point

AS 1289.3.9.1

MRWA Method WA120.2

Plasticity index Casagrande

AS 1289.3.3.1

MRWA Method WA122.1

Plasticity index Cone

AS 1289.3.3.2

MRWA Method WA122.1

Moisture content Drying oven

AS 1289.2.1.1

MRWA Method WA110.1

Sieve analysis Not applicable

AS 1289.3.6.1

MRWA Method WA115.1

MRWA Method WA115.2

Liquid limit Casagrande four point

AS 1289.3.1.1

MRWA Method WA120.1

Liquid limit Casagrande one point

AS 1289.3.1.2

Linear shrinkage Not applicable

AS 1289.3.4.1

MRWA Method WA123.1

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 Standard compactive effort

AS 1289.5.1.1

MRWA Method WA132.1

MRWA Method WA132.2

Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1

MRWA Method WA133.1

MRWA Method WA133.2

Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

AS 1289.5.4.2

Evaluation of geotechnical and civil construction material - Soil dispersion Soils Dispersion Emerson class AS 1289.3.8.1
Evaluation of geotechnical and civil construction material - Soil field density Soils Moisture ratio Measured

AS 1289.5.4.1

MRWA Method WA136.1

Dry density ratio Calculation

AS 1289.5.4.1

MRWA Method WA134.1

Moisture ratio Statistical selection of reference values

AS 1289.5.4.3

MRWA Method WA136.1

Compaction control Hilf

AS 1289.5.7.1

Density - In situ Nuclear gauge

AS 1289.5.8.1

MRWA Method WA324.2

Dry density ratio Statistical selection of reference values

AS 1289.5.4.3

MRWA Method WA134.1

Evaluation of geotechnical and civil construction material - Soil in situ penetration Soils Penetration in situ Perth sand penetrometer AS 1289.6.3.3
Penetration in situ Dynamic cone AS 1289.6.3.2
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Remoulded specimens AS 1289.6.1.1
MRWA Method WA141.1
Compressive strength Uniaxial maximum dry MRWA Method WA140.1
Evaluation of geotechnical and civil construction material - Soil permeability Soils Permeability Falling head for a remoulded specimen AS 1289.6.7.2
Permeability Constant head for a remoulded specimen AS 1289.6.7.1
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

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 a mixer

AS 1012.1

Not applicable Fresh grout

RMS (NSW) Method T375

TfNSW TS 02800.49

Soils Not applicable Site selection - Random stratified sampling

AS 1289.1.4.2

MRWA Method WA100.1

Not applicable Site selection - Random sampling

AS 1289.1.4.1

MRWA Method WA0.1

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

AS 1289.1.2.1

MRWA Method WA100.1

Merredin BESS 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 Merredin BESS Annex Facility, Site No 27275 is established from 13 October 2025 until 19 December 2025 for Merriden BESS Project, Contract No: G0002248-PO 0086 for JRC Civils

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.