National Association of Testing Authorities, Australia
Scope of Accreditation
A & Y Associates Pty Ltd
Site
Truganina Laboratory
Accreditation No.
20172
Site No.
23904
Date of Accreditation
23 May 2017
Contact
Availability
Services available to external clients
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
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 | ||
Description, identification and classification; Linear shrinkage; Plastic limit; Plasticity index; Sieve analysis | Casagrande | AS 1289.3.1.1; AS 1289.3.1.2; AS 1289.3.2.1; As 1289.3.1.1; AS 1289.3.4.1; AS 1289.3.6.1; AS 1726 Tables 8 and 9 - laboratory classification only | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Assignment of optimum moisture content/maximum dry density (OMC/MDD); Dry density/moisture content relationship | Modified compactive effort; Standard compactive effort | AS 1289.5.1.1; AS 1289.5.2.1, AS 1289.5.4.2 | |
Minimum and maximum dry density | Not applicable | AS 1289.5.5.1 | |||
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 | Characteristic field density values; Compaction control; Density - In situ; Dry density ratio; Field moisture content; Moisture ratio assessment of dry back | Hilf; Nuclear gauge; Statistical selection of reference values | AS 1289.5.4.1; AS 1289.5.4.3; AS 1289.5.7.1; AS 1289.5.8.1; RC (Vic) Method 316.00; RC (Vic) Method 316.14 | |
Density index | Not applicable | AS 1289.5.6.1 | |||
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 | Bearing ratio | Remoulded specimens | AS 1289.6.1.1 | |
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; Repeated compaction pre-treatment | AS 1289.1.1; RC (Vic) Method 301.01; RC (Vic) Method 301.05 | |
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 stabilisation | Soils | Laboratory stabilisation of soil | Cement; Lime stabilisation | RC (Vic)Method 301.03; RC (Vic) Method 301.06 | |
Compressive strength | Uniaxial unconfined | AS 5101.4 | |||
Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile | AS 1141.3.1 | |
Soils | Not applicable | Site selection - Random sampling; Site selection - Random stratified sampling | AS 1289.1.4.1; AS 1289.1.4.2; RC (Vic) Method 316.10 | ||
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 12989.1.2.1 |
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.
20172
Site No.
23904
Print date
07 Nov 2024