National Association of Testing Authorities, Australia
Scope of Accreditation
Geotechnical Testing Services, Southern
Site
Echuca Soil and Concrete Testing Laboratory
Accreditation No.
19506
Site No.
16874
Date of Accreditation
15 Feb 2008
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 - 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 | Mass per unit volume - Hardened concrete | Dimensions | AS 1012.12.1 | |
Compressive strength | Cube; Cylinder | AS 1012.9 | |||
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; In situ manufacture and curing of cylindrical specimens; Manufacture and curing of cylindrical specimens in the laboratory | AS 1012.8.1 | |
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Plasticity index | Casagrande | AS 1289.3.3.1 | |
Liquid limit | Casagrande four point; Casagrande one point | AS 1289.3.1.1,AS 1289.3.1.2 | |||
Linear shrinkage | Not applicable | AS 1289.3.4.1 | |||
Moisture content | Drying oven | AS 1289.2.1.1 | |||
Plastic limit | Not applicable | AS 1289.3.2.1 | |||
Sieve analysis | Not applicable | AS 1289.3.6.1 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable | AS 1289.5.4.2 | |
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 | |||
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 | Nuclear gauge | AS 1289.5.8.1 | |
Compaction control | Hilf | AS 1289.5.7.1 | |||
Dry density ratio | Calculation | AS 1289.5.4.1 | |||
Characteristic field density values | Not applicable | RC (Vic) Method 316.00 | |||
Moisture ratio assessment of dry back | Not applicable | 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 | AS 1289.6.3.2 | |
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Repeated compaction pre-treatment | RC (Vic) Method 301.05 | |
Soil pre-treatment | Not applicable | AS 1289.1.1 | |||
Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a windrow | AS 1141.3.1 | |
Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete | AS 1012.1 | ||
Soils | Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling in situ | AS 1289.1.2.1 | ||
Not applicable | Site selection - Random sampling | RC (Vic) Method 316.10 |
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.
19506
Site No.
16874
Print date
24 Nov 2024