National Association of Testing Authorities, Australia
Scope of Accreditation
Qualcon Laboratories
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 | Shape | Average least dimension | AS 1141.20.1; AS 1141.20.2; MRWA Method WA215.1 | |
Shape | Flakiness | AS 1141.15; MRWA Method WA216.1 | |||
Shape | Proportional calliper | AS 1141.14 | |||
Particle density of coarse aggregate; Particle density of fine aggregate | Weighing-in-water | AS 1141.5; AS 141.6.1 | |||
Moisture content | Drying oven | MRWA Method WA212.1 | |||
Particle size distribution | Sieve analysis | AS 1141.11.1; MRWA Method WA210.1 | |||
Evaluation of geotechnical and civil construction material - Asphalt adhesion and stripping | Asphalts | Degree of particle coating | Not applicable | AS/NZS 2891.11 | Including mobile testing service |
Evaluation of geotechnical and civil construction material - Asphalt extraction and grading | Asphalts | Bitumen content and aggregate grading | Centrifugation | MRWA Method WA730.1 | Including mobile testing service |
Moisture content | Not applicable | AS/NZS 2891.10 | Including mobile testing service | ||
Evaluation of geotechnical and civil construction material - Asphalt mechanical properties | Asphalts | Marshall stability and flow | Not applicable | AS/NZS 2891.5; MRWA Method WA731.1 | Including mobile testing service |
Evaluation of geotechnical and civil construction material - Asphalt specimen manufacture | Asphalts | Specimen conditioning | Handling and conditioning | AS/NZS 2891.2.1; MRWA Method WA705.1 | Including mobile testing service |
Evaluation of geotechnical and civil construction material - Asphalt volumetric properties | Asphalts | Maximum density | Water displacement | MRWA Method WA732.2 | Including mobile testing service |
Voids and density relationship | Not applicable | MRWA Method WA733.1 | Including mobile testing service | ||
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics | Road pavements | Layer thickness | Not applicable | MRWA Method WA330.1 | |
Texture depth | Sand patch | MRWA Method WA311.1 | |||
Evaluation of geotechnical and civil construction material - Soil chemical properties | Soils | Organic matter | Loss on ignition (LOI) | ASTM D2974 | |
Calcium carbonate content | Not applicable | MRWA Method WA915.1 | |||
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Liquid limit | Casagrande four point; Casagrande one point | AS 1289.3.1.1; AS 1289.3.1.2; MRWA Method WA120.1 | |
Linear shrinkage | Not applicable | AS 1289.3.4.1; MRWA Method WA123.1 | |||
Plasticity index | Casagrande | AS 1289.3.3.1; MRWA Method WA122.1 | |||
Sieve analysis | Not applicable | AS 1289.3.6.1; MRWA Method WA115.1; MRWA Method WA115.2 | |||
Liquid limit | Cone four point; Cone one point | AS 1289.3.9.1; AS 1289.3.9.2; MRWA Method WA120.2 | |||
Plastic limit | Not applicable | AS 1289.3.2.1; MRWA Method WA121.1 | |||
Plasticity index | Cone | AS 1289.3.3.2; MRWA Method WA122.1 | |||
Moisture content | Drying oven | AS 1289.2.1.1; MRWA Method WA110.1 | |||
Description, identification and classification | Not applicable | AS 1726 Tables 9 and 10 (Laboratory classification elements only) | |||
Particle density | Not applicable | AS 1289.3.5.1 | |||
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 | |
Minimum and maximum dry density | Not applicable | AS 1289.5.5.1 | |||
Dry density/moisture content relationship | Standard compactive effort | AS 1289.5.1.1; MRWA Method WA132.1; MRWA Method WA132.2 | |||
Dry density/moisture content relationship | Modified compactive effort | AS 1289.5.2.1; MRWA Method WA133.1; MRWA Method WA133.2 | |||
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 | |||
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Dry density ratio; Moisture ratio | Statistical selection of reference values | AS 1289.5.4.3 | |
Density - In situ | Sand-cone | AS 1289.5.3.1; MRWA Method WA324.1 | |||
Compaction control | Hilf | AS 1289.5.7.1 | |||
Density - In situ | Nuclear gauge | AS 1289.5.8.1; MRWA Method WA324.2 | |||
Dry density ratio; Moisture ratio | Calculation; Measured | AS 1289.5.4.1; MRWA Method WA134.1; MRWA Method WA136.1 | |||
Density index | Not applicable | AS 1289.5.6.1 | |||
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; Perth sand penetrometer | AS 1289.6.3.2; AS 1289.6.3.3 | |
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Compressive strength | Uniaxial maximum dry | MRWA Method WA140.1 | |
Bearing ratio | Remoulded specimens | AS 1289.6.1.1; MRWA Method WA141.1 | |||
Evaluation of geotechnical and civil construction material - Soil permeability | Soils | Permeability | Constant head for a remoulded specimen | AS 1289.6.7.1 | |
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; MRWA Method WA105.1 | |
Sample collection | Aggregates | Not applicable | Aggregate from a bin; Aggregate from a stockpile | AS 1141.3.1; MRWA Method WA200.1 | |
Asphalts | Not applicable | Extraction of an asphalt core - Dry technique; Extraction of an asphalt core - Wet technique; Uncompacted asphalt | AS/NZS 2891.1.1; MRWA Method WA701.1 | ||
Soils | Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a face; 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; MRWA Method WA100.1 | ||
Not applicable | Site selection - Random stratified sampling | AS 1289.1.4.2; MRWA Method WA0.1 | |||
Not applicable | Site selection - Random sampling | AS 1289.1.4.1; MRWA Method WA0.1 |
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 | Bunbury Stage 3 Annex Facility, Site No 26895 is established from 23 September 2024 until 18 December 2024 for Project/Contract: SGWA Bunbury Outer Ring Road (BORR), contract No: 63124 for AAA Asphalt Surfaces Pty Ltd. |
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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Accreditation No.
10731
Site No.
10724
Print date
07 Dec 2024