Butler Partners (Regional) Pty Ltd

Site

Gladstone Laboratory

Accreditation No.

19529

Site No.

23725

Date of Accreditation

06 Jun 2017

Address

3/4 Kingdon Street
Gladstone, QLD 4680
Australia

butlerpartners.com.au

Contact

Mr Chris Bloxsom P: +61 (07) 49271400

Availability

Services available to external clients

Butler Partners (Regional) Pty Ltd address map

Scope of Accreditation

Print scopes
Gladstone 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
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 Settling

AS 1141.33

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

Shape Crushed faces

AS 1141.18

Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1

Bulk density Compacted; Uncompacted

AS 1141.4

Shape Proportional calliper

AS 1141.14

Shape Average least dimension; Flakiness

AS 1141.15; AS 1141.20.3; MR (Qld) Q201

Particle density of fine aggregate Weighing-in-water

AS 1141.5

Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Degradation factor on coarse aggregate; Degradation factor on source rock AS 1141.25.1, 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 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 conditioning; Specimen manufacture; Specimen manufacture and curing Curing cylinder specimens in the laboratory; Manufacture and curing of cylindrical specimens in the laboratory

AS 1012.8.1

Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics Road pavements Texture depth Sand patch

Austroads Method AGPT/T250

Penetration depth Ball embedment Austroads Method AGPT/T251
Evaluation of geotechnical and civil construction material - Soil classification Soils Weighted plasticity index Not applicable MR (Qld) Method Q252
Linear shrinkage Not applicable

AS 1289.3.4.1; MR (Qld) Method Q106

Sieve analysis Fines ratio MR (Qld) Method Q253
Moisture content Drying oven

AS 1289.2.1.1

Particle density Not applicable AS 1289.3.5.1
Sieve analysis Not applicable

AS 1289.3.6.1, MR (Qld) Method Q103A

Cone plasticity index; Liquid limit; Plastic limit; Plasticity index Casagrande; Cone

AS 1289.3.1.1; AS 1289 3.1.2; AS 1289.3.2.1; AS 1289 3.3.1; AS 1289.3.3.2; AS 1289 3.9.1; AS 1289.3.9.2; MR (Qld) Methods Q104A, Q104D, Q105

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Minimum and maximum dry density

AS 1289.5.5.1

Assignment of optimum moisture content/maximum dry density (OMC/MDD); Compaction to nominated levels; Dry density/moisture content relationship; Oversize material Modified compactive effort; Oversize material treatment; Standard compactive effort

AS 1289.5.1.1, AS 1289.5.2.1, AS 1289.5.4.2, MR (Qld) Method Q142A, MR (Qld) Method Q142B, MR (Qld) Method Q143, MR (Qld) Method Q144A, MR (Qld) Method Q145A

Evaluation of geotechnical and civil construction material - Soil dispersion Soils Dispersion Emerson class AS 1289.3.8.1,
MR (QLD) Method Q168
Evaluation of geotechnical and civil construction material - Soil field density Soils Density index Not applicable

AS 1289.5.6.1

Characteristic field density values; Degree of saturation; Density - In situ; Dry density ratio; Field moisture content; Moisture ratio; Relative compaction Calculation; Nuclear gauge; Sand-cone

AS 11289.5.3.1, AS 11289.5.4.1, AS 1289.5.7.1, AS 1289.5.8.1, MR (Qld) Method Q020, MR (Qld) Method Q140A, MR (Qld) Method Q141A, MR (Qld) Method Q141B, MR (Qld) Method Q146, MR (Qld) Method NGTM N01, MR (Qld) Method NGTM N02, MR (Qld) Method NGTM N03

Evaluation of geotechnical and civil construction material - Soil fine particles Soils Fine particle analysis Hydrometer AS 1289.3.6.3
Evaluation of geotechnical and civil construction material - Soil in situ penetration Soils Penetration in situ Dynamic cone AS 1289.6.3.2
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Remoulded specimens AS 1289.6.1.1; MR (Qld) Methods Q113A, Q113B, Q113C
Evaluation of geotechnical and civil construction material - Soil natural contaminants Soils Acidity pH AS 1289.4.3.1
Evaluation of geotechnical and civil construction material - Soil permeability Soils Permeability Constant head for a remoulded specimen; Falling head for a remoulded specimen AS 1289.6.7.1, AS 1289.6.7.2
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

AS 1289.1.1; MR (Qld) Methods Q101, Q101A, Q101B. Q101C, Q101D

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Compressive strength Uniaxial unconfined

AS 5101.4; MR (Qld) Method Q115

Sample preparation UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix MR (Qld) Method Q251A, MR (Qld) Method Q251B
Laboratory stabilisation of soil Cement; Lime stabilisation

MR (Qld) Method Q135A; 

MR (Qld) Method Q135B

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

AS 1289.1.4.1; AS 1289.1.4.2; MR (Qld) Method Q050

Not applicable Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Site selection by spot sampling

AS 1289.1.2.1; MR (Qld) Methods Q060; MR (Qld) Method Q061

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.