| |
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
|
| SERVICE | PRODUCT | DETERMINANT | TECHNIQUE | PROCEDURE | LIMITATION/RANGE |
| | 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 abrasion | Aggregates | Abrasion resistance | Los Angeles machine value | AS 1141.23
|
|
|
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Flakiness; Proportional calliper; | AS 1141.14, AS 1141.15 |
|
|
| | Particle size distribution | Sieve analysis | AS 1141.11.1
|
|
|
| | Particle density of coarse aggregate; Particle density of fine aggregate; Water absorption of coarse aggregate; Water absorption of fine aggregate; | Weighing-in-water | AS 1141.5, AS 1141.6.1 |
|
|
| | Bulk density | Compacted; Uncompacted; | AS 1141.4 |
|
|
| | Particle size distribution | Sieve analysis of material finer than 75 µm | AS 1141.12 |
|
|
| Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable | AS 1141.22
|
|
|
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in-situ | Concrete, grout and mortar | Slump flow | Cone | AS 1012.3.1 |
|
|
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Compressive strength | Cylinder | AS 1012.9 |
|
|
| | Mass per unit volume - Hardened concrete | Dimensions | AS 1012.12.1 |
|
|
| | Mass per unit volume - Fresh concrete | In-situ measurement using fixed volume measure | AS 1012.5 |
|
|
| | Bleeding | In-situ analysis - Freshly mixed concrete | AS 1012.6 |
|
|
| | Air content of freshly mixed concrete | Reduced air pressure | AS 1012.4.2 |
|
|
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen manufacture and curing | Curing cylinder specimens in the laboratory; Curing flexural strength specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens; In-situ manufacture and curing of drying shrinkage specimens; In-situ manufacture and curing of flexural strength specimens; | AS 1012.8.1, AS 1012.8.2, AS 1012.8.4 |
|
|
| Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics | Road pavements | Penetration depth | Ball embedment | Austroads methods AGPT/T251
|
|
|
| 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
|
|
|
| | Liquid limit | Casagrande one point | AS 1289.3.1.1, 3.1.2
|
|
|
| | Moisture content | Drying oven | AS 1289.2.1.1
|
|
|
| | Plasticity index | Casagrande | AS 1289.3.3.1
|
|
|
| | Weighted plasticity index | Not applicable | RC (Vic) Method 326.01
|
|
|
| | 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
|
|
|
| | 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
|
|
|
| | Assignment of OMC/MDD; Minimum and maximum dry density; | 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 field density | Soils | Density - In-situ; Field moisture content; | Nuclear gauge | AS 1289.5.8.1
|
|
|
| | Moisture ratio assessment of dry back | Not applicable | RC (Vic) Method 316.14
|
|
|
| | Density index | Not applicable | AS 1289.5.6.1
|
|
|
| | Characteristic field density values | Not applicable | RC (Vic) Method 316.00
|
|
|
| | Compaction control | Hilf | AS 1289.5.7.1
|
|
|
| | | | AS 1289.5.4.1
|
|
|
| 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 in-situ strength | Soils | Bearing strength - In-situ | Plate bearing | DIN 18134
|
|
|
| Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens | AS 1289.6.1.1
|
|
|
| | Bearing ratio | Assignment of CBR and percent swell | RC (Vic) Method 301.04, RC (Vic) Method 324.01
|
|
|
| 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 permeability | Soils | Permeability | Falling head for a remoulded specimen | AS 1289.6.7.2
|
|
|
| | Permeability | Constant head for a remoulded specimen | AS 1289.6.7.1
|
|
|
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable | AS 1289.1.1
RC (Vic) Method 301.01
|
|
|
| | Soil pre-treatment | Repeated compaction pre-treatment | RC (Vic) Method 301.05
|
|
|
| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Laboratory stabilisation of soil | Lime stabilisation | RC (Vic) Method 301.03
|
|
|
| | Laboratory stabilisation of soil | Cement | RC (Vic) Method 301.06
|
|
|
| Sample collection | Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer | AS 1012.1 |
|
|
| Aggregates | Not applicable | Aggregate from a conveyor belt; 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, 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; | AS 1289.1.2.1
|
|
|
