Westest QLD Pty Ltd

Site

Materials Testing Mt Isa

Accreditation No.

19218

Site No.

25173

Date of Accreditation

17 Jun 2022

Address

45 Barkley Highway
Mount Isa, QLD 4825
Australia

Contact

Mr Dean Maloney P: +61 0428790309

Availability

Services available to external clients

Westest QLD Pty Ltd address map

Scope of Accreditation

Print scopes
Materials Testing Mt Isa

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate binder adhesion Aggregates Degree of precoating Not applicable MR (Qld) Method Q216
Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Clay and fine silt; Weak particles contaminants Settling; Sieve analysis AS 1141.32, AS 1141.33
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Bulk density Uncompacted AS 1141.4 Section 7.1
Shape Average least dimension

AS 1141.20.3

Shape Crushed faces AS 1141.18
Particle size distribution Sieve analysis

AS 1141.11.1

Shape Flakiness

AS 1141.15, MR (Qld) Method Q201

Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Wet/dry strength variation Not applicable 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

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar 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

Evaluation of geotechnical and civil construction material - Soil classification Soils Linear shrinkage Not applicable

AS 1289.3.4.1, MR (Qld) Method Q106

Plastic limit; Plasticity index Casagrande; Cone

AS 1289.3.3.1, AS 1289.3.2.1, MR (Qld) Method Q105

Sieve analysis Not applicable

AS 1289.3.6.1, MR (Qld) Method Q103A

Liquid limit Casagrande four point; Casagrande one point

AS 1289.3.1.1, AS 1289.3.1.2

Sieve analysis; Weighted plasticity index Fines ratio MR (Qld) Method Q252, MR (Qld) Method Q253
Liquid limit Cone four point; Cone one point

AS 1289.3.9.2, MR (Qld) Method Q104A, MR (Qld) Method Q104D

Moisture content Drying oven; Relative moisture content

AS 1289.2.1.1, MR (Qld) Method Q250

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

MR (Qld) Method Q144A, AS 1289.5.4.2

Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1, MR (Qld) Method Q142A

Oversize material Oversize material treatment

MR (Qld) Method Q143

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
Compaction control Hilf AS 1289.5.7.1
Relative compaction Not applicable

MR (Qld) Method Q140A

Density - In situ Sand-cone

AS 1289.5.3.1, MR (Qld) Method Q141B

Dry density ratio Calculation AS 1289.5.4.1
Field moisture content Nuclear gauge AS 1289.5.8.1,
MR (Qld) Method Q141A, MR (Qld) NGTM Method N02
Degree of saturation Not applicable MR (Qld) Method Q146
Density - In situ Nuclear gauge AS 1289.5.8.1,
MR (Qld) Method Q141A, MR (Qld) NGTM Method N01, MR (Qld) NGTM Method N03
Characteristic field density values Not applicable

MR (Qld) Method Q020

Evaluation of geotechnical and civil construction material - Soil in situ penetration Soils Penetration in situ Dynamic cone AS 1289.6.3.2, MR (Qld) Method Q114B
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

AS 1289.1.1, MR (Qld) Method Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B, MR (Qld) Method Q101D

Evaluation of geotechnical and civil construction material - Soil reactivity Soils Reactivity Shrink/swell AS 1289.7.1.1
Sample collection Aggregates Not applicable Site selection - Random sampling; Site selection - Random stratified sampling

MR (Qld) Method Q050

Not applicable Aggregate from a pavement; Aggregate from a stockpile; Quarry aggregate from a quarry face

AS 1141.3.1, MR (Qld) Method Q060

Not applicable Site selection by spot sampling

MR (Qld) Method Q061

Concrete, grout and mortar Not applicable Fresh concrete from a mixer; Fresh concrete from deposited concrete

AS 1012.1

Soils Not applicable Site selection - Random sampling; Site selection - Random stratified sampling

MR (Qld) Method Q050

Not applicable Site selection by spot sampling

MR (Qld) Method Q061

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 from an open-drive; Disturbed soil sampling in situ

AS 1289.1.2.1, MR (Qld) Method Q060

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.