
National Association of Testing Authorities, Australia
Scope of Accreditation
Lismore City Council
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 TfNSW TS 02799.02 | |
Particle density of coarse aggregate; Water absorption of coarse aggregate | Weighing-in-water | AS 1141.6.1 | |||
Particle density of fine aggregate; Water absorption of fine aggregate | Weighing-in-water | AS 1141.5 | |||
Shape | Average least dimension | AS 1141.20.1 AS 1141.20.2 TfNSW TS 02799.32TfNSW TS 02799.50 | |||
Particle size distribution | Sieve analysis of material finer than 75 µm | AS 1141.12 TfNSW TS 02799.04 | |||
Particle size distribution | Fine particles in road materials | AS 1141.19 TfNSW TS 02795.03 | |||
Shape | Proportional calliper | AS 1141.14 TfNSW TS 02799.12 | |||
Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable | AS 1141.22 TfNSW TS 02799.13 | |
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Moisture content | Drying oven | AS 1289.2.1.1 TfNSW TS 02795.14 | |
Sieve analysis | Not applicable | AS 1289.3.6.1 TfNSW TS 02795.02 | |||
Plasticity index | Casagrande | AS 1289.3.3.1 TfNSW TS 02795.05 | |||
Liquid limit | Casagrande four point; Casagrande one point | AS 1289.3.1.1, AS 1289.3.1.2 TfNSW TS 02795.04 | |||
Fine particles in road materials | Not applicable | TfNSW TS 02795.03 | |||
Plastic limit | Not applicable | AS 1289.3.2.1 TfNSW TS 02795.05 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Three compaction point | TfNSW TS 02795.24 | |
Dry density/moisture content relationship | Standard compactive effort | TfNSW TS 02795.06 TfNSW TS 02796.01 | |||
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Relative compaction | Not applicable | TfNSW TS 02795.28 | |
Density - In situ | Nuclear gauge | AS 1289.5.8.1, TfNSW TS 02795.36 | |||
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens | TfNSW TS 02795.11 | |
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Repeated compaction pre-treatment | AS 1289.1.1 TfNSW TS 02794.02TfNSW TS 02795.01 | |
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined | TfNSW TS 02795.10 TfNSW TS 02796.02 | |
Sample collection | Aggregates | Not applicable | Quarry aggregate from a rock spall; Quarry aggregate from boulders | AS 1141.3.2 | |
Not applicable | Aggregate from a stockpile | AS 1141.3.1 TfNSW TS 02794.01 | |||
Soils | Not applicable | Disturbed soil sampling from a stockpile | 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.
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Accreditation No.
16961
Site No.
18462
Print date
06 Apr 2025