Butler Partners (Regional) Pty Ltd

Site

Mackay Laboratory

Accreditation No.

20894

Site No.

25100

Date of Accreditation

23 Mar 2023

Address

Unit 8/70 Connors Road
Paget, QLD 4740
Australia

butlerpartners.com.au

Contact

Mr Dwain Carolan P: +61 0417793499

Availability

Services available to external clients

Scope of Accreditation

Mackay 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

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Sieve analysis; Sieve analysis of material finer than 75 µm

AS 1141.11.1, AS 1141.12

Particle density of fine aggregate Weighing-in-water

AS 1141.5

Bulk density Compacted; Uncompacted

AS 1141.4

Shape Average least dimension; Crushed faces; Flakiness; Proportional calliper

AS 1141.14, AS 1141.15, AS 1141.18,  AS 1141.20.2, AS 1141.20.3,

MR (Qld) Method Q201
Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1

Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Degradation factor on coarse aggregate AS 1141.25.2, MR (Qld) Method Q208B
Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Aggregate crushing value; Wet/dry strength variation Not applicable AS 1141.21, 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 Compressive strength 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; Manufacture and curing of cylindrical specimens in the laboratory

AS 1012.8.1

Evaluation of geotechnical and civil construction material - Soil classification Soils Moisture content Drying oven

AS 1289.2.1.1

Liquid limit Casagrande four point; 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,  MR (Qld) Method Q104A, MR (Qld) Method Q104D

Plastic limit; Plasticity index; Weighted plasticity index Casagrande; Cone AS 1289.3.2.1, AS 1289.3.3.1,  MR (Qld) Method Q105, MR (Qld) Method Q252
Cone plasticity index Not applicable AS 1289.3.3.2
Apparent particle density Not applicable

AS 1289.3.5.1

Linear shrinkage Not applicable

AS 1289.3.4.1, MR (Qld) Method Q106

Sieve analysis Fines ratio

AS 1289.3.6.1, MR (Qld) Method Q103A, MR (Qld) Method Q253

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Assignment of optimum moisture content/maximum dry density (OMC/MDD); Compaction to nominated levels; Dry density/moisture content relationship; Minimum and maximum dry density Modified compactive effort; Standard compactive effort

AS 1289.5.1.1, AS 1289.5.2.1, AS 1289.5.4.2; AS 1289.5.5.1, MR (Qld) Method Q142A, MR (Qld) Method Q142B,  MR (Qld) Method Q144A, MR (Qld) Method Q145A

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 Characteristic field density values; Compaction control; Degree of saturation; Density - In-situ; Dry density ratio; Field moisture content; Relative compaction Calculation; Hilf; Sand-cone

AS 1289.5.3.1, AS 1289.5.4.1, AS 1289.5.7.1, MR (Qld) Method Q020, MR (Qld) Method Q140A, MR (Qld) Method Q141B, MR (Qld) Method Q146

Density - In-situ Nuclear gauge AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) Method NGTM N01, MR (Qld) Method NGTM N02, MR (Qld) Method NGTM N03,
Density index Measured AS 1289.5.6.1   
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 laboratory bearing properties Soils Bearing ratio Remoulded specimens AS 1289.6.1.1, MR (Qld) Method Q113A, MR (Qld) Method Q113B, MR (Qld) Method Q113C
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 Q101C, MR (Qld) Method Q101D

Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile; Disturbed sampling from earthwork

AS 1141.3.1

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

AS 1012.1

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

AS 1289.1.4.1, AS 1289.1.4.2, MR (Qld) Method Q050, MR (Qld) Method Q061

Not applicable Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile

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.

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