National Association of Testing Authorities, Australia
Scope of Accreditation
Stantec Australia Pty Ltd
Site
Mackay Laboratory
Accreditation No.
910
Site No.
903
Date of Accreditation
03 May 1971
Contact
Mr Andrew Williams
P: +61 0427671001
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 |
|---|---|---|---|---|---|
| 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 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 |
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| 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 |
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| 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 |
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| Particle density of coarse aggregate | Weighing-in-water |
AS 1141.6.1 |
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| Shape | Crushed faces |
AS 1141.18 |
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| Shape | Average least dimension |
AS 1141.20.3, MR (Qld) Method Q202 |
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| 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 |
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| Water absorption of coarse aggregate | Not applicable |
AS 1141.6.1 |
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| Bulk density | Compacted; Uncompacted |
AS 1141.4 |
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| Particle size distribution | Sieve analysis |
AS 1141.11.1 |
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| 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 |
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| Soundness | Degradation factor on coarse aggregate |
AS 1141.25.2 MR (Qld) Method Q208B |
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| 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 |
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| 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 | Mass per unit volume - Hardened concrete | Dimensions |
AS 1012.12.1 |
|
| Compressive strength | Core; Cube; Cylinder |
AS 1012.9, AS 1012.14 |
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| 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 |
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| 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 | Slake durability index | Not applicable |
AS 4133.3.4 |
|
| Moisture content | Drying oven |
AS 4133.1.1.1 |
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| Point load strength index | Not applicable | AS 4133.4.1 | |||
| 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) | |||
| 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 |
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| 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 |
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| Moisture content | Drying oven |
AS 1289.2.1.1 |
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| Particle density | Not applicable | AS 1289.3.5.1 | |||
| Liquid limit | Cone four point |
AS 1289.3.9.1 MR (Qld) Method Q104A |
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| Sieve analysis | Not applicable |
AS 1289.3.6.1 MR (Qld) Method Q103A |
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| 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 |
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| Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1 MR (Qld) Method Q142A |
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| 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 |
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| Evaluation of geotechnical and civil construction material - Soil consolidation | Soils | Consolidation | One-dimensional |
AS 1289.6.6.1 |
|
| 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 |
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| Evaluation of geotechnical and civil construction material - Soil electrical properties | Soils | Electrical resistance | Not applicable |
AS 1289.4.4.1 |
|
| 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 |
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| 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 |
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| Dry density ratio | Calculation | AS 1289.5.4.1 | |||
| Degree of saturation | Not applicable | MR (Qld) Method Q146 | |||
| 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 MR (Qld) Method Q114B |
|
| Penetration in-situ | Perth sand penetrometer |
AS 1289.6.3.3 |
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| Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens |
AS 1289.6.1.1 |
|
| 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 | Flexible wall permeameter |
AS 1289.6.7.3 |
|
| 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 shear strength | Soils | Shear strength | Direct shear force |
AS 1289.6.2.2 |
|
| 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 |
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| 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 |
|||
| 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 |
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| 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 |
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.
Accreditation No.
910
Site No.
903
Print date
25 Apr 2024
END OF SCOPE
