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 petrographic examination	Aggregates	Secondary minerals content	Petrographic examination	AS 1141.26
		Alkali reactivity potential	Petrographic examination for alkali-silica reaction potential	ASTM C295
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	Compressive strength	Core; Cube; Cylinder	AS 1012.9, AS 1012.14.
		Mass per unit volume - Hardened concrete	Dimensions	AS 1012.12.1
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	Moisture content	Drying oven	AS 4133.1.1.1
		Point load strength index	Not applicable	AS 4133.4.1
		Slake durability index	Not applicable	AS 4133.3.4
Suspended Evaluation of geotechnical and civil construction material - Rock strength and deformation	Rocks	Compressive strength	Triaxial	ASTM D7012 (Method A only)
		Deformation	Load rate controlled	AS 4133.4.3.1
		Compressive strength	Uniaxial strain rate controlled	AS 4133.4.2.2
		Indirect tensile strength	Brazil	MR (Qld) Method Q185
		Compressive strength	Uniaxial load rate controlled	AS 4133.4.2.1 (2007)
		Deformation	Strain rate controlled	AS 4133.4.3.2 (2020)
Suspended Evaluation of geotechnical and civil construction material - Soil classification	Soils	Sieve analysis	Not applicable	AS 1289.3.6.1 MR (Qld) Method Q103A
		Moisture content	Drying oven	AS 1289.2.1.1
		Liquid limit	Cone four point	AS 1289.3.9.1 MR (Qld) Method Q104A
		Particle density	Not applicable	AS 1289.3.5.1
		Description, identification and classification	Not applicable	AS 1726 Tables 9 and 10 (Laboratory tests only)
		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.
		Linear shrinkage	Not applicable	AS 1289.3.4.1 MR (Qld) Method Q106
		Plastic limit	Not applicable	AS 1289.3.2.1 MR (Qld) Method Q105
		Plasticity index	Cone	AS 1289.3.3.2 MR (Qld) Method Q105
Suspended Evaluation of geotechnical and civil construction material - Soil compaction characteristics	Soils	Compaction to nominated levels	Not applicable	MR (Qld) Method Q145A
		Assignment of optimum moisture content/maximum dry density (OMC/MDD)	Not applicable	AS 1289.5.4.2 MR (Qld) Method Q144A
		Minimum and maximum dry density	Not applicable	AS 1289.5.5.1
		Oversize material	Oversize material treatment	MR (Qld) Method Q143
		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
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	Emerson class	AS 1289.3.8.1
		Dispersion	Pinhole	AS 1289.3.8.3
Suspended Evaluation of geotechnical and civil construction material - Soil field density	Soils	Dry density ratio	Calculation	AS 1289.5.4.1
		Field moisture content	Nuclear gauge	MR (Qld) Method Q141A, MR (Qld) NGTM Method N03.
		Moisture ratio	Measured	AS 1289.5.4.1
		Density index	Not applicable	AS 1289.5.6.1
		Compaction control	Hilf	AS 1289.5.7.1
		Density - In situ	Sand-cone	AS 1289.5.3.1 MR (Qld) Method Q141B
		Density - In situ	Nuclear gauge	AS 1289.5.8.1 MR (Qld) Method Q141A, MR (Qld) NGTM Method N01, MR (Qld) NGTM Method N02.
		Characteristic field density values	Not applicable	MR (Qld) Method Q020
		Relative compaction	Not applicable	MR (Qld) Method Q140A
		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	Perth sand penetrometer	AS 1289.6.3.3
		Penetration in situ	Dynamic cone	AS 1289.6.3.2 MR (Qld) Method Q114B
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 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
Suspended Sample collection	Concrete, grout and mortar	Not applicable	Fresh concrete from a mixer	AS 1012.1
	Soils	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
		Not applicable	Site selection - Random sampling	AS 1289.1.4.1, MR (Qld) Method Q050.
		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

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.

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Mackay Laboratory

Scope of Accreditation

ISO/IEC 17025 (2017)

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Benefits of being a NATA accredited organisation