STATS WA Pty Ltd

Site

STATS WA Perth Laboratory

Accreditation No.

19186

Site No.

21714

Date of Accreditation

12 Jun 2013

Address

Unit 1 / 16 Production Road
Canning Vale, WA 6155
Australia

statsaustralia.com.au

Contact

Mr Ryan Donaldson P: +61 (08) 94553654

Availability

Services available to external clients

Scope of Accreditation

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 contaminants Aggregates Organic impurities Colour test

AS 1141.34

Light stone contaminants Visual assessment of stone colour

MRWA Method WA250.1

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 Moisture content Drying oven; Microwave oven

MRWA Method WA212.1

MRWA Method WA212.2

Bulk density Compacted; Uncompacted

AS 1141.4

Particle density of fine aggregate Weighing-in-water

AS 1141.5

Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1

Shape Average least dimension; Flakiness; Proportional calliper

AS 1141.14

AS 1141.15

AS 1141.20.1

AS 1141.20.2

MRWA Method WA215.1

MRWA Method WA216.1

Particle size distribution Fine particles in road materials; Sieve analysis; Sieve analysis of material finer than 75 µm

AS 1141.11.1

AS 1141.12

AS 1141.19

MRWA Method WA210.1

Evaluation of geotechnical and civil construction material - Pavement shape Road pavements Surface deviation Straight edge MRWA Method WA313.2
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics Road pavements Layer thickness Not applicable

MRWA Method WA330.1

Skid resistance British pendulum portable tester

MRWA Method WA310.1

Texture depth Sand patch

MRWA Method WA311.1

Penetration depth Ball embedment

MRWA Method WA312.1

Evaluation of geotechnical and civil construction material - Rock properties Rocks Point load strength index

AS 4133.4.1

Evaluation of geotechnical and civil construction material - Soil classification Soils Particle density Not applicable

AS 1289.3.5.1

Plastic limit Not applicable

AS 1289.3.2.1

MRWA Method WA121.1

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)

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

AS1289.3.1.1

AS 1289.3.1.2

AS 1289.3.9.1

AS 1289.3.9.2

MRWA Method WA120.1

MRWA Method WA120.2

Linear shrinkage Not applicable

AS 1289.3.4.1

MRWA Method WA123.1

Moisture content Drying oven; Microwave oven

AS1289.2.1.1

AS 1289.2.1.4

AS 1289 2.1.6

MRWA Method WA110.1

MRWA Method WA110.2

Plasticity index Casagrande; Cone

AS 1289.3.3.1

AS 1289.3.3.2

MRWA Method WA122.1

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

Minimum and maximum dry density Not applicable

AS 1289.5.5.1

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 electrical properties Soils Electrical resistance Not applicable AS 1289.4.4.1
Evaluation of geotechnical and civil construction material - Soil field density Soils Compaction control Hilf

AS 1289.5.7.1

Density - In-situ Nuclear gauge; Sand pouring apparatus

AS 1289.5.3.1

AS 1289.5.8.1

MRWA Method WA324.1

MRWA Method WA324.2

Density index Not applicable

AS 1289.5.6.1

Moisture ratio Measured; Statistical selection of reference values

AS 1289.5.4.1

AS 1289.5.4.3

MRWA Method WA136.1

Dry density ratio Calculation; Statistical selection of reference values

AS 1289.5.4.1

AS 1289.5.4.3

MRWA Method WA134.1

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
Compressive strength Uniaxial maximum dry MRWA Method WA140.1
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 reactivity Soils Reactivity Shrink/swell AS 1289.7.1.1
Evaluation of mechanical performance of pedestrian and impact attenuation surfaces Pedestrian surfaces Slip resistance Dry floor friction tester; Wet pendulum

AS 4586 Appendix A; AS 4663 Appendix A

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

AS 1141.3.1, MRWA Method WA200.1

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; Site selection - Random stratified sampling

AS 1289.1.4.1

AS 1289.1.4.2

MRWA Method WA0.1

MRWA Method WA100.1

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.