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National Association of Testing Authorities, Australia
Scope of Accreditation
Macquarie Geotechnical Pty Limited
Site
Melbourne East Laboratory
Accreditation No.
20436
Site No.
24466
Date of Accreditation
23 Nov 2023
Contact
Availability
Services available to external clients
Scope of Accreditation
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 properties | Aggregates | Particle size distribution | Sieve analysis | AS 1141.11.1 | |
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Moisture content | Drying oven | AS 1289.2.1.1 | |
Linear shrinkage | Not applicable | AS 1289.3.4.1 | |||
Plasticity index | Casagrande | AS 1289.3.3.1 | |||
Sieve analysis | Not applicable | AS 1289.3.6.1 | |||
Plastic limit | Not applicable | AS 1289.3.2.1 | |||
Liquid limit | Casagrande one point | AS 1289.3.1.2 | |||
Liquid limit | Casagrande four point | AS 1289.3.1.1 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable | AS 1289.5.4.2 | |
Dry density/moisture content relationship | Standard compactive effort | AS 1289.5.1.1 | |||
Dry density/moisture content relationship | Modified compactive effort | AS 1289.5.2.1 | |||
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Density ratio - density decay correction factor | Calculation | RC (Vic) Method 330.04 | |
Compaction control | Hilf | AS 1289.5.7.1 | |||
Moisture ratio assessment of dry back | Not applicable | RC (Vic) Method 316.14 | |||
Density - In-situ | Nuclear gauge | AS 1289.5.8.1 | |||
Characteristic field density values | Not applicable | RC (Vic) Method 316.00 | |||
Dry density ratio; Moisture ratio | Calculation; Measured | AS 1289.5.4.1 | |||
Evaluation of geotechnical and civil construction material - Soil in-situ penetration | Soils | Penetration depth | Ball embedment | Austroads Method AGPT/T251 | |
Penetration in-situ | Dynamic cone | AS 1289.6.3.2 | |||
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens | AS 1289.6.1.1 | |
Bearing ratio | Assignment of CBR and percent swell | RC (Vic) Method 301.04 | |||
Bearing ratio | Assignment of CBR and percent swell | RC (Vic) Method 324.01 | |||
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 | Repeated compaction pre-treatment | RC (Vic) Method 301.05 | |
Soil pre-treatment | Not applicable | AS 1289.1.1 | |||
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Sample preparation | Cement stabilisation | RC (Vic) Method 301.06 | |
Sample preparation | Lime stabilisation | RC (Vic) Method 301.03 | |||
Cementitious binder and granular additive content | Not applicable | RC (Vic) Method 330.03 | |||
Sample collection | Aggregates | Not applicable | Aggregate from a bin; Aggregate from a conveyor belt; Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck; Aggregate from a windrow | AS 1141.3.1 | |
Soils | Not applicable | Site selection - Random stratified sampling | RC (Vic) Method 316.10 | ||
Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling by hand auger; Disturbed soil sampling from a face; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a truck; Disturbed soil sampling from a windrow; Disturbed soil sampling from an open-drive; Disturbed soil sampling in-situ | AS 1289.1.2.1 |
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Annex facility | 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 | Macquarie Geotechnical Annex Facility, Site No 26702 is established from 1 June 2024 until 1 November 2024 for Department of Transport Job Number 33575, Services Agreement (Contract No. 170353-AGR-MG-001) for Downer Group. |
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.
20436
Site No.
24466
Print date
31 Aug 2024