National Association of Testing Authorities, Australia
Scope of Accreditation
Macquarie Geotechnical Pty Ltd
Site
Dubbo Laboratory
Accreditation No.
14874
Site No.
16059
Date of Accreditation
27 Apr 2006
Contact
Availability
Services available to external clients
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
| Accreditation is held to establish new branch sitesBranch site (Melbourne - site no. 25712) | 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 | ||
| 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 | Foreign material in recycled aggregate | Manual classification |
RMS (NSW) Method T276 TfNSW TS 02799.51 |
|
| Clay and fine silt | Settling |
AS 1141.33, RMS (NSW) Method T268 TfNSW TS 02799.43 |
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| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle size distribution | Fine particles in road materials |
AS 1141.19 |
|
| Shape | Proportional calliper |
AS 1141.14, RMS (NSW) Method T213 TfNSW TS 02799.12 |
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| Particle size distribution | Sieve analysis of material finer than 75 µm |
AS 1141.12, RMS (NSW) Method T203 TfNSW TS 02799.04 |
|||
| Shape | Flakiness | AS1141.15 | |||
| Shape | Average least dimension |
AS 1141.20.1, AS 1141.20.2, RMS (NSW) Method T235, RMS (NSW) Method T275 TfNSW TS 02799.32,TfNSW TS 02799.50 |
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| Particle size distribution | Sieve analysis |
AS 1141.11.1, RMS (NSW) Method T201 TfNSW TS 02799.02 |
|||
| Shape | Crushed faces |
RMS (NSW) Method T239 TfNSW TS 02799.36 |
|||
| Moisture content | Drying oven |
RMS (NSW) Method T262 TfNSW TS 02799.39 |
|||
| Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable |
AS 1141.22, RMS (NSW) Method T215 TfNSW TS 02799.13 |
|
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in-situ | Concrete, grout and mortar | Slump flow | Cone; J-ring; T500 |
AS 1012.3.1, AS 1012.3.5 |
|
| 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 | Cylinder |
AS 1012.9 |
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| Air content of freshly mixed concrete | Reduced air pressure |
AS 1012.4.2 |
|||
| Mass per unit volume - Fresh concrete | In-situ measurement using fixed volume measure | AS 1012.5 | |||
| Air content of freshly mixed concrete | Increased air pressure |
AS 1012.4.1 |
|||
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen manufacture and curing | Manufacture and curing of cylindrical specimens in the laboratory |
AS 1012.8.1 |
|
| Specimen manufacture and curing | Manufacture and curing of drying shrinkage specimens in the laboratory |
AS 1012.8.4 |
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| Evaluation of geotechnical and civil construction material - Road pavement structural performance | Road pavements | Structural performance evaluation | Benkelman beam; Deflection monitoring |
RMS (NSW) Method T160, RMS (NSW) Method T199 (2014);TfNSW T199; TfNSW TS 02795.22,TfNSW TS 02795.55 |
|
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Liquid limit | Casagrande one point |
AS 1289.3.1.2 |
|
| Sieve analysis | Not applicable |
AS 1289.3.6.1, RMS (NSW) Method T106 (2012);TfNSW T106; TfNSW TS 02795.02 |
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| Moisture content | Drying oven |
AS 1289.2.1.1, RMS (NSW) Method T120 TfNSW TS 02795.14 |
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| Plasticity index | Casagrande |
AS 1289.3.3.1, RMS (NSW) Method T109 (2012);TfNSW T109 TfNSW TS 02795.05 |
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| Linear shrinkage | Not applicable |
AS 1289.3.4.1, RMS (NSW) Method T113;TfNSW T113; TfNSW TS 02795.08 |
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| Fine particles in road materials | Not applicable |
RMS (NSW) Method T107 (2012);TfNSW T107; TfNSW TS 02795.03 |
|||
| Liquid limit | Casagrande four point |
AS 1289.3.1.1, RMS (NSW) Method T108 (2012);TfNSW T108 TfNSW TS 02795.04 |
|||
| Plastic limit | Not applicable |
AS 1289.3.2.1, RMS (NSW) Method T109 (2012);TfNSW T109 TfNSW TS 02795.05 |
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| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1, RMS (NSW) Method T111, RMS (NSW) Method T130 TfNSW TS 02795.06,TfNSW TS 02796.01 |
|
| Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable |
AS 1289.5.4.2 |
|||
| Dry density/moisture content relationship | Modified compactive effort |
AS 1289.5.2.1, RMS (NSW) Method T112 TfNSW TS 02795.07 |
|||
| Dry density/moisture content relationship | Three compaction point |
RMS (NSW) Method T162 TfNSW TS 02795.24 |
|||
| 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 | Dry density ratio | Calculation | AS 1289.5.4.1 | |
| Field moisture content | Nuclear gauge |
AS 1289.5.8.1, RMS (NSW) Method T173 TfNSW TS 02795.36 |
|||
| Compaction control | Hilf |
AS 1289.5.7.1 |
|||
| Relative compaction | Not applicable |
RMS (NSW) Method T166 TfNSW TS 02795.28 |
|||
| Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Compressive strength | Uniaxial maximum dry |
RMS (NSW) Method T114 TfNSW TS 02795.09 |
|
| Bearing ratio | Remoulded specimens |
AS 1289.6.1.1, RMS (NSW) Method T117, RMS (NSW) Method T132 TfNSW TS 02795.11,TfNSW TS 02796.03 |
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| Evaluation of geotechnical and civil construction material - Soil permeability | Soils | Permeability | Falling head for a remoulded specimen | 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, RMS (NSW) Method T105 (2012);TfNSW T105; TfNSW TS 02795.01 |
|
| Soil pre-treatment | Accelerated weathering pre-treatment; Repeated compaction pre-treatment |
RMS (NSW) Method T102 (2012);TfNSW T102;RMS (NSW) Method T103 (2012);TfNSW T103 TfNSW TS 02794.02,TfNSW TS 02794.03 |
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| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Stabiliser rate of spread rate | In-situ measurement |
RMS (NSW) Method T136 TfNSW TS 02796.06 |
|
| Compressive strength | Uniaxial unconfined |
RMS (NSW) Method T116, RMS (NSW) Method T131 TfNSW TS 02795.10,TfNSW TS 02796.02 |
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| Sample collection | Aggregates | Not applicable | Aggregate from a conveyor belt; Aggregate from a pavement; Aggregate from a stockpile |
AS 1141.3.1, RMS (NSW) Method T100 TfNSW TS 02794.01 |
|
| Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete |
AS 1012.1 |
||
| Soils | Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow |
AS 1289.1.2.1, RMS (NSW) Method T100 TfNSW TS 02794.01 |
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.
14874
Site No.
16059
Print date
24 Apr 2024
