Home / Mackay Laboratory

Stantec Australia Pty Ltd

Site

Mackay Laboratory

Accreditation No.

910

Site No.

903

Date of Accreditation

01 Jun 2017

Address

71 Maggiolo Drive
Paget, QLD 4740
Australia

stantec.com

Contact

Mr Andrew Williams P: +61 0427671001

Availability

Services available to external clients

Scope of Accreditation

Print scopes

Mackay Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service	Product	Determinant	Technique	Procedure
Suspended 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
Suspended Evaluation of geotechnical and civil construction material - Aggregate contaminants	Aggregates	Clay and fine silt	Settling	AS 1141.33
		Organic impurities	Colour test	AS 1141.34
		Weak particles contaminants	Sieve analysis	AS 1141.32
Suspended Evaluation of geotechnical and civil construction material - Aggregate petrographic examination	Aggregates	Secondary minerals content	Petrographic examination	AS 1141.26
		Alkali reactivity potential	Petrographic examination for alkali-silica reaction potential	AS 1141.65 (2008) ASTM C295
Suspended Evaluation of geotechnical and civil construction material - Aggregate properties	Aggregates	Particle size distribution	Sieve analysis of material finer than 75 µm	AS 1141.12
		Shape	Flakiness	AS 1141.15 MR (Qld) Method Q201
		Particle density of coarse aggregate	Weighing-in-water	AS 1141.6.1
		Shape	Crushed faces	AS 1141.18
		Shape	Average least dimension	AS 1141.20.3, MR (Qld) Method Q202
		Particle density of fine aggregate	Weighing-in-water	AS 1141.5
		Shape	Proportional calliper	AS 1141.14
		Water absorption of fine aggregate	Not applicable	AS 1141.5
		Water absorption of coarse aggregate	Not applicable	AS 1141.6.1
		Bulk density	Compacted; Uncompacted	AS 1141.4
		Particle size distribution	Sieve analysis	AS 1141.11.1
Suspended Evaluation of geotechnical and civil construction material - Aggregate soundness	Aggregates	Soundness	Degradation factor on source rock	AS 1141.25.1
		Soundness	Exposure to sodium sulfate solution	AS 1141.24
		Soundness	Degradation factor on coarse aggregate	AS 1141.25.2 MR (Qld) Method Q208B
Suspended Evaluation of geotechnical and civil construction material - Aggregate strength	Aggregates	Wet/dry strength variation	Not applicable	AS 1141.22
		Aggregate crushing value	Not applicable	AS 1141.21
Suspended 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
Suspended 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	Core; Cube; Cylinder	AS 1012.9, AS 1012.14
Suspended Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing	Concrete, grout and mortar	Specimen conditioning	Wet conditioning of hardened concrete core specimens	AS 1012.14
		Specimen manufacture and curing	Curing cylinder specimens in the laboratory; In situ manufacture and curing of cylindrical specimens	AS 1012.8.1
Suspended Evaluation of geotechnical and civil construction material - Rock Hardness	Rocks	Abrasion resistance	Abrasiveness using CERCHAR method	ASTM D7625 (2010)
Suspended Evaluation of geotechnical and civil construction material - Rock properties	Rocks	Slake durability index	Not applicable	AS 4133.3.4
		Moisture content	Drying oven	AS 4133.1.1.1
		Point load strength index	Not applicable	AS 4133.4.1
Suspended Evaluation of geotechnical and civil construction material - Rock strength and deformation	Rocks	Indirect tensile strength	Brazil	MR (Qld) Method Q185
		Modulus	Ultrasonic velocity	ASTM D2845 (2008)
		Compressive strength	Uniaxial strain rate controlled	AS 4133.4.2.2
		Deformation	Load rate controlled	AS 4133.4.3.1
		Deformation	Strain rate controlled	AS 4133.4.3.2 (2020)
		Compressive strength	Uniaxial load rate controlled	AS 4133.4.2.1 (2007)
		Compressive strength	Triaxial	ASTM D7012 (Method A only)
Suspended Evaluation of geotechnical and civil construction material - Soil classification	Soils	Linear shrinkage	Not applicable	AS 1289.3.4.1 MR (Qld) Method Q106
		Description, identification and classification	Not applicable	AS 1726 Tables 9 and 10 (Laboratory tests only)
		Plasticity index	Cone	AS 1289.3.3.2 MR (Qld) Method Q105
		Plasticity index	Casagrande	AS 1289.3.3.1
		Liquid limit	Cone one point	MR (Qld) Method Q104D
		Liquid limit	Casagrande four point; Casagrande one point	AS 1289.3.1.1, AS 1289.3.1.2
		Plastic limit	Not applicable	AS 1289.3.2.1 MR (Qld) Method Q105
		Moisture content	Drying oven	AS 1289.2.1.1
		Particle density	Not applicable	AS 1289.3.5.1
		Liquid limit	Cone four point	AS 1289.3.9.1 MR (Qld) Method Q104A
		Sieve analysis	Not applicable	AS 1289.3.6.1 MR (Qld) Method Q103A
Suspended Evaluation of geotechnical and civil construction material - Soil compaction characteristics	Soils	Minimum and maximum dry density	Not applicable	AS 1289.5.5.1
		Compaction to nominated levels	Not applicable	MR (Qld) Method Q145A
		Dry density/moisture content relationship	Modified compactive effort	AS 1289.5.2.1 MR (Qld) Method Q142B
		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
		Assignment of optimum moisture content/maximum dry density (OMC/MDD)	Not applicable	AS 1289.5.4.2 MR (Qld) Method Q144A
Suspended Evaluation of geotechnical and civil construction material - Soil consolidation	Soils	Consolidation	One-dimensional	AS 1289.6.6.1
Suspended Evaluation of geotechnical and civil construction material - Soil dispersion	Soils	Dispersion	Pinhole	AS 1289.3.8.3
		Dispersion	Emerson class	AS 1289.3.8.1
Suspended Evaluation of geotechnical and civil construction material - Soil electrical properties	Soils	Electrical resistance	Not applicable	AS 1289.4.4.1
Suspended Evaluation of geotechnical and civil construction material - Soil field density	Soils	Compaction control	Hilf	AS 1289.5.7.1
		Density - In situ	Sand-cone	AS 1289.5.3.1 MR (Qld) Method Q141B
		Density index	Not applicable	AS 1289.5.6.1
		Moisture ratio	Measured	AS 1289.5.4.1
		Field moisture content	Nuclear gauge	MR (Qld) Method Q141A, MR (Qld) NGTM Method N03
		Characteristic field density values	Not applicable	MR (Qld) Method Q020
		Relative compaction	Not applicable	MR (Qld) Method Q140A
		Density - In situ	Nuclear gauge	AS 1289.5.8.1 MR (Qld) Method Q141A, MR (Qld) NGTM Method N01, MR (Qld) NGTM Method N02
		Dry density ratio	Calculation	AS 1289.5.4.1
		Degree of saturation	Not applicable	MR (Qld) Method Q146
Suspended Evaluation of geotechnical and civil construction material - Soil fine particles	Soils	Fine particle analysis	Hydrometer	AS 1289.3.6.3
Suspended 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
		Penetration in situ	Perth sand penetrometer	AS 1289.6.3.3
Suspended 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
Suspended Evaluation of geotechnical and civil construction material - Soil natural contaminants	Soils	Acidity	pH	AS 1289.4.3.1
Suspended Evaluation of geotechnical and civil construction material - Soil permeability	Soils	Permeability	Flexible wall permeameter	AS 1289.6.7.3
Suspended 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
Suspended Evaluation of geotechnical and civil construction material - Soil reactivity	Soils	Reactivity	Shrink/swell	AS 1289.7.1.1
Suspended Evaluation of geotechnical and civil construction material - Soil shear strength	Soils	Shear strength	Direct shear force	AS 1289.6.2.2
Suspended Evaluation of geotechnical and civil construction material - Soil stabilisation	Soils	Compressive strength	Uniaxial unconfined	MR (Qld) Method Q115
		Laboratory stabilisation of soil	Lime, cement and bitumen	MR (Qld) Method Q135A
		Curing of moulded specimens	Not applicable	MR (Qld) Method Q135B
		Sample preparation	UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix	MR (Qld) Method Q251A, MR (Qld) Method Q251B
		Cement content	Heat of neutralisation	MR (Qld) Method Q134
Suspended Evaluation of geotechnical and civil construction material - Soil triaxial strength	Soils	Triaxial strength	Triaxial undrained without pore water pressure measurement	AS 1289.6.4.1
		Triaxial strength	Triaxial undrained with pore water pressure measured	AS 1289.6.4.2
Suspended Sample collection	Aggregates	Not applicable	Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck	AS 1141.3.1 MR (Qld) Method Q060
	Concrete, grout and mortar	Not applicable	Fresh concrete from a mixer	AS 1012.1
	Soils	Not applicable	Site selection - Random stratified sampling	AS 1289.1.4.2 MR (Qld) Method Q050
		Not applicable	Site selection by spot sampling	MR (Qld) Method Q061
		Not applicable	Site selection - Random sampling	AS 1289.1.4.1; MR (Qld) Method Q050
		Not applicable	Undisturbed soil sampling by open-drive sampler	AS 1289.1.3.1
		Not applicable	Disturbed sampling from earthwork; 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 MR (Qld) Method Q060

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Mackay Laboratory

Scope of Accreditation

ISO/IEC 17025 (2017)

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