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

Stantec Australia Pty Ltd address map

Scope of Accreditation

Print scopes
Mackay Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations

Suspended

Evaluation of geotechnical and civil construction material - Rock strength and deformation		 Rocks Compressive strength Triaxial ASTM D7012 (Method A only)

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

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

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
Evaluation of geotechnical and civil construction material - Aggregate abrasion Aggregates Abrasion resistance Ball mill; Los Angeles machine value AS 1141.23;
MR (Qld) Method Q228

Evaluation of geotechnical and civil construction material - Aggregate petrographic examination Aggregates Alkali reactivity potential Petrographic examination for alkali-silica reaction potential ASTM C295
Secondary minerals content Petrographic examination AS 1141.26
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 Core; Cube; Cylinder

AS 1012.9, 

AS 1012.14.

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 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

Evaluation of geotechnical and civil construction material - Rock Hardness Rocks Abrasion resistance Abrasiveness using CERCHAR method ASTM D7625 (2010)
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

Evaluation of geotechnical and civil construction material - Rock strength and deformation Rocks Compressive strength Uniaxial load rate controlled AS 4133.4.2.1 (2007)
Deformation Strain rate controlled AS 4133.4.3.2 (2020)
Indirect tensile strength Brazil MR (Qld) Method Q185
Compressive strength Uniaxial strain rate controlled AS 4133.4.2.2
Deformation Load rate controlled AS 4133.4.3.1
Evaluation of geotechnical and civil construction material - Soil classification Soils Liquid limit Cone one point MR (Qld) Method Q104D
Moisture content Drying oven

AS 1289.2.1.1

Liquid limit Cone four point AS 1289.3.9.1
MR (Qld) Method Q104A
Plasticity index Cone AS 1289.3.3.2
MR (Qld) Method Q105
Plasticity index Casagrande AS 1289.3.3.1
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
Linear shrinkage Not applicable AS 1289.3.4.1
MR (Qld) Method Q106
Sieve analysis Not applicable AS 1289.3.6.1
MR (Qld) Method Q103A
Particle density Not applicable AS 1289.3.5.1
Description, identification and classification Not applicable AS 1726 Tables 9 and 10 (Laboratory tests only)
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
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 Compaction control Hilf AS 1289.5.7.1
Degree of saturation Not applicable MR (Qld) Method Q146
Moisture ratio Measured AS 1289.5.4.1
Density index Not applicable AS 1289.5.6.1
Field moisture content Nuclear gauge MR (Qld) Method Q141A,
MR (Qld) NGTM Method N03.
Characteristic field density values Not applicable MR (Qld) Method Q020
Dry density ratio Calculation AS 1289.5.4.1
Relative compaction Not applicable MR (Qld) Method Q140A
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.
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 Perth sand penetrometer AS 1289.6.3.3
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 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) Method Q101, 

MR (Qld) Method Q101A, 

MR (Qld) Method Q101B.

Evaluation of geotechnical and civil construction material - Soil reactivity Soils Reactivity Shrink/swell AS 1289.7.1.1
Evaluation of geotechnical and civil construction material - Soil sample preparation Soils Preparation of disturbed samples Not applicable MR (Qld) Method Q255
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.

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