STATS WA Pty Ltd

Site

STATS WA Karratha Laboratory

Accreditation No.

19186

Site No.

21894

Date of Accreditation

13 Nov 2013

Address

1938 Pyramid Road, (PO Box 1938)
Karratha, WA 6714
Australia

statsaustralia.com.au

Contact

Mr Lee Kitching P: +61 0459024579

Availability

Services available to external clients

Scope of Accreditation

STATS WA Karratha Laboratory

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

Clay and fine silt Settling

AS 1141.33

Organic impurities Colour test

AS 1141.34

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

AS 1141.5

Bulk density Compacted; Uncompacted

AS 1141.4

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

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

Moisture content Drying oven; Microwave oven

MRWA Method WA212.1

MRWA Method WA212.2

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 - Fresh concrete In situ measurement using fixed volume measure

AS 1012.5

Mass per unit volume - Hardened concrete Dimensions; Water displacement

AS 1012.12.1

AS 1012.12.2

Compressive strength Core; Cube; Cylinder

AS 1012.9

As 1012.14

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; Manufacture and curing of cylindrical specimens in the laboratory; Manufacture and curing of grout and mortar cubes in the laboratory

AS 1012.8.1

AS 1012.8.3

AS 1012.14

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

AS 1289.3.5.1

Sieve analysis Not applicable

AS 1289.3.6.1

MRWA Method WA115.1

MRWA Method WA115.2

Moisture content Drying oven; Microwave oven

AS 1289.2.1.1

AS 1289.2.1.4

AS 1289.2.1.6

MRWA Method WA110.1

MRWA Method WA110.2

Plastic limit Not applicable

AS 1289.3.2.1

MRWA Method WA121.1

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

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

AS 1289.3.1.1

AS 1289.3.1.2

AS 1289.3.9.1

AS 1289.3.9.2

MRWA Method WA120.1

MRWA Method WA120.2

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 field density Soils 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

Compaction control Hilf

AS 1289.5.7.1

Density index Not applicable

AS 1289.5.6.1

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

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 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 conveyor belt; Aggregate from a stockpile; Aggregate from a truck

AS 1141.3.1

MRWA Method WA200.1

Concrete, grout and mortar Not applicable Fresh concrete from a mixer; Hardened concrete by coring

AS 1012.1

AS 1012.14

Soils 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

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

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.