
National Association of Testing Authorities, Australia
Scope of Accreditation
ADG Laboratories Pty Ltd
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
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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 | Coarse aggregate quality; Weak particles contaminants | Sieve analysis; Visual comparison |
AS 1141.32; AS 1141.30.1; RC (Vic) Method 372.01 |
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Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle size distribution | Sieve analysis |
AS 1141.11.1 |
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Bulk density | Compacted; Uncompacted |
AS 1141.4 |
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Shape | Average least dimension |
AS 1141.20.1, AS 1141.20.2, AS 1141.20.3 |
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Shape | Proportional calliper |
AS 1141.14 |
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Particle size distribution | Sieve analysis of material finer than 75 µm |
AS 1141.12 |
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Particle density of coarse aggregate | Weighing-in-water |
AS 1141.6.1 |
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Shape | Flakiness |
AS 1141.15 |
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Water absorption of fine aggregate | Not applicable |
AS 1141.5 |
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Evaluation of geotechnical and civil construction material - Asphalt adhesion and stripping | Asphalts | Degree of particle coating | Not applicable | AS/NZS 2891.11 | |
Evaluation of geotechnical and civil construction material - Asphalt extraction and grading | Asphalts | Bitumen content and aggregate grading | Pressure filter | AS/NZS 2891.3.3 | |
Evaluation of geotechnical and civil construction material - Asphalt field density | Asphalts | Characteristic density ratio; Characteristic values; Density ratio and air voids | Not applicable | AS/NZS 2891.14.5, RC (Vic) Method 316.00 | |
Evaluation of geotechnical and civil construction material - Asphalt volumetric properties | Asphalts | Maximum density | Water displacement | AS/NZS 2891.7.1 | |
Bulk density; Voids and density relationship | Not applicable | AS/NZS 2891.8 | |||
Bulk density | Presaturation | AS/NZS 2891.9.2 | |||
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Plastic limit | Not applicable |
AS 1289.3.2.1 |
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Plasticity index | Casagrande |
AS 1289.3.3.1 |
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Moisture content | Drying oven |
AS 1289.2.1.1 |
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Liquid limit | Casagrande one point |
AS 1289.3.1.1, AS 1289.3.1.2 |
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Linear shrinkage | Not applicable |
AS 1289.3.4.1 |
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Sieve analysis | Not applicable |
AS 1289.3.6.1 |
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Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Modified compactive effort; Standard compactive effort |
AS 1289.5.1.1, AS 1289.5.2.1 |
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Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable |
AS 1289.5.4.2 |
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Evaluation of geotechnical and civil construction material - Soil dispersion | Soils | Dispersion | Emerson class |
AS 1289.3.8.1 |
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Evaluation of geotechnical and civil construction material - Soil field density | Soils | Compaction control | Hilf |
AS 1289.5.7.1 |
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Characteristic field density values | Not applicable |
RC (Vic) Method 316.00 |
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Field moisture content | Nuclear gauge |
AS 1289.5.8.1 |
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Dry density ratio | Calculation |
AS 1289.5.4.1 |
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Density - In-situ | Nuclear gauge |
AS 1289.5.8.1 |
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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 |
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Bearing ratio | Assignment of CBR and percent swell |
RC (Vic) Method 324.01 |
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Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable; Repeated compaction pre-treatment |
AS 1289.1.1; RC (Vic) Method 301.05 |
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Evaluation of geotechnical and civil construction material - Soil reactivity | Soils | Reactivity | Shrink/swell |
AS 1289.7.1.1 |
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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 |
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Asphalts | Not applicable | Uncompacted asphalt | AS/NZS 2891.1.1 | ||
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; Disturbed soil sampling in-situ; Site selection - Random stratified sampling |
AS 1289.1.2.1; RC (Vic) Method 316.10 |
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.
15466
Site No.
16371
Print date
03 Dec 2023