National Association of Testing Authorities, Australia
Scope of Accreditation
Construction Soiltest Pty Ltd
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; Sieve analysis of material finer than 75 µm | AS 1141.11.1, AS 1141.12 | |
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Moisture content | Drying oven | AS 1289.2.1.1 | |
Liquid limit | Casagrande one point | AS 1289.3.1.2 | |||
Liquid limit | Cone one point | AS 1289.3.9.2 MR (Qld) Method Q104D | |||
Liquid limit | Casagrande four point | AS 1289.3.1.1 | |||
Plasticity index | Cone | AS 1289.3.3.2 MR (Qld) Method Q105 | |||
Plasticity index | Casagrande | AS 1289.3.3.1 | |||
Linear shrinkage | Not applicable | AS 1289.3.4.1 MR (Qld) Method Q106 | |||
Sieve analysis | Not applicable | AS 1289.3.6.1, MR (Qld) Method Q103A | |||
Plastic limit | Not applicable | AS 1289.3.2.1 MR (Qld) Method Q105 | |||
Liquid limit | Cone four point | AS 1289.3.9.1 MR (Qld) Method Q104A | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Oversize material | Oversize material treatment | MR (Qld) Method Q143 | |
Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable | AS 1289.5.4.2 MR (Qld) Method Q144A | |||
Compaction to nominated levels | Not applicable | MR (Qld) Method Q145A | |||
Minimum and maximum dry density | Not applicable | AS 1289.5.5.1 | |||
Dry density/moisture content relationship | Modified compactive effort | AS 1289.5.2.1 MR (Qld) Method Q142B | |||
Dry density/moisture content relationship | Standard compactive effort | AS 1289.5.1.1 MR (Qld) Method Q142A | |||
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Dry density ratio | Calculation | AS 1289.5.4.1 | |
Density - In situ | Sand-cone | AS 1289.5.3.1 MR (Qld) Method Q141B | |||
Density - In situ | Nuclear gauge | AS 1289.5.8.1 MR (Qld) Method Q141A | |||
Relative compaction | Not applicable | MR (Qld) Method Q140A | |||
Compaction control | Hilf | AS 1289.5.7.1 | |||
Moisture ratio | Measured | AS 1289.5.4.1 | |||
Field moisture content | Nuclear gauge | AS 1289.5.8.1 MR (Qld) Method Q141A | |||
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 | 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 MR (Qld) Method Q113A, MR (Qld) Method Q113B, MR (Qld) Method Q113C | |
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable | AS 1289.1.1 MR (Qld) Method Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B | |
Evaluation of geotechnical and civil construction material - Soil reactivity | Soils | Reactivity | Shrink/swell | AS 1289.7.1.1 | |
Sample collection | Soils | Not applicable | Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling in situ | AS 1289.1.2.1 | |
Not applicable | Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling in situ | AS 1141.3.1 |
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.
1952
Site No.
1945
Print date
28 Nov 2024