National Association of Testing Authorities, Australia
Scope of Accreditation
Earth Testing Services
Site
Salisbury South Laboratory
Accreditation No.
11867
Site No.
11860
Date of Accreditation
27 May 1996
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 contaminants | Aggregates | Clay and fine silt | Settling | AS 1141.33 | |
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Sieve analysis | Not applicable | AS 1289.3.6.1 | |
Linear shrinkage | Not applicable | AS 1289.3.4.1 | |||
Plasticity index | Casagrande | AS 1289.3.3.1 | |||
Moisture content | Drying oven | AS 1289.2.1.1 | |||
Liquid limit | Casagrande four point; Casagrande one point | AS 1289.3.1.1 AS 1289.3.1.2 | |||
Plastic limit | Not applicable | AS 1289.3.2.1 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | 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 | |||
Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable | AS 1289.5.4.2 | |||
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 electrical properties | Soils | Electrical resistance | Not applicable | AS 1289.4.4.1 | |
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Compaction control | Hilf | AS 1289.5.7.1 | |
Moisture ratio | Measured | AS 1289 5.4.1 | |||
Density - In situ | Nuclear gauge | AS 1289.5.8.1 | |||
Evaluation of geotechnical and civil construction material - Soil in situ penetration | Soils | Penetration in situ | Perth sand penetrometer | AS 1289.6.3.3 | |
Penetration in situ | Dynamic cone | AS 1289.6.3.2 | |||
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Estimated CBR from classification test | DPTI (SA) TP133 | |
Bearing ratio | Remoulded specimens | AS 1289.6.1.1 | |||
Evaluation of geotechnical and civil construction material - Soil natural contaminants | Soils | Acidity | pH | AS 1289.4.3.1 | |
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable | AS 1289.1.1 | |
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined | AS 5101.4 | |
Sample collection | Soils | Not applicable | Site selection - Random sampling | AS 1289.1.4.1 | |
Not applicable | Disturbed soil sampling from a pavement | AS 1289.1.2.1 | |||
Not applicable | Site selection - Random stratified sampling | AS 1289.1.4.2 | |||
Not applicable | Disturbed soil sampling in situ | AS 1289.1.2.1 |
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.
11867
Site No.
11860
Print date
26 Nov 2024