Civitest WA Pty Ltd

Site

Perth Laboratory

Accreditation No.

20041

Site No.

22984

Date of Accreditation

22 Jun 2016

Address

Unit 3/83 Motivation Drive
Wangara, WA 6065
Australia

civitest.com.au

Contact

Availability

Services available to external clients

Scope of Accreditation

Perth 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 properties Aggregates Moisture content Drying oven; Microwave oven

MRWA Method WA212.1

MRWA Method WA212.2

Bulk density Compacted; Uncompacted

AS 1141.4

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

AS 1141.11.1

AS 1141.12

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; 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 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

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 classification Soils Liquid limit Casagrande four point; Casagrande one point

AS 1289.3.1.1

AS 1289.3.1.2

MRWA Method WA120.1

Plasticity index Cone

AS 1289.3.3.2

MRWA Method WA122.1

Liquid limit Cone four point; Cone one point

AS 1289.3.9.1

AS 1289.3.9.2

MRWA Method WA120.2

Plasticity index Casagrande

AS 1289.3.3.1

MRWA Method WA122.1

Sieve analysis Not applicable

AS 1289.3.6.1

MRWA Method WA115.1

MRWA Method WA115.2

Description, identification and classification Not applicable

AS 1726 Tables 9 and 10 (Laboratory classification elements only)

Linear shrinkage Not applicable

AS 1289.3.4.1

MRWA Method WA123.1

Moisture content Drying oven; Microwave oven

AS 1289.2.1.1

MRWA Method WA110.1

MRWA Method WA110.2
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 WA132.2

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 field density Soils Dry density ratio Calculation; Statistical selection of reference values

AS 1289.5.4.1

AS 1289.5.4.3

MRWA Method WA134.1

Density - In situ Nuclear gauge

AS 1289.5.8.1

MRWA Method WA324.2

Compaction control Hilf

AS 1289.5.7.1

Moisture ratio Measured; Statistical selection of reference values

AS 1289.5.4.1

AS 1289.5.4.3

MRWA Method WA136.1

Evaluation of geotechnical and civil construction material - Soil in situ penetration Soils Penetration in situ Dynamic cone; Perth sand penetrometer AS 1289.6.3.2, AS 1289.6.3.3
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
Evaluation of geotechnical and civil construction material - Soil sample preparation Soils Preparation of disturbed samples Not applicable AS 1289.1.1
MRWA Method WA105.1
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

Soils 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

Not applicable Site selection - Random sampling

AS 1289.1.4.1

AS 1289.1.4.2

MRWA Method WA0.1

Not applicable Site selection - Random stratified sampling

AS 1289.1.4.2

MRWA Method WA0.1

Great Eastern Hwy #1 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 Great Eastern Hwy #1, 26929 is established from 4 November 2024 until 4 October 2025 for Project: Walgoonlan – Southern Cross, Fulton Hogan Contract no: SC-7WC261-0010
Marble Bar Rd 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 Marble Bar Rd Annex Facility, 26930 is established from 4 November 2024 until 2 August 2025 for Project: Marble Bar Rd McPhee Section, Contractor: Raubex, Contract no: RC 2551

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.