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 - Aggregate contaminants | Aggregates | Clay and fine silt | Settling |
AS 1141.33 |
|
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle size distribution | Sieve analysis |
AS 1141.11.1 RMS (NSW) Method T201 |
|
| Particle size distribution | Sieve analysis of material finer than 75 µm |
AS 1141.12 RMS (NSW) Method T203 |
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| 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 | Core |
AS 1012.14 |
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| Compressive strength | Cylinder |
AS 1012.9 |
|||
| Compressive strength | Cube |
AS 1012.9 |
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| Air content of freshly mixed concrete | Reduced air pressure |
AS 1012.4.2 |
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| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen manufacture and curing | In-situ manufacture and curing of drying shrinkage specimens |
AS 1012.8.4 |
|
| Specimen manufacture and curing | Manufacture and curing of drying shrinkage specimens in the laboratory |
AS 1012.8.4 |
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| Specimen manufacture and curing | Manufacture and curing of grout and mortar cubes in the laboratory |
AS 1012.8.3 |
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| Specimen conditioning | Wet conditioning of hardened concrete core specimens |
AS 1012.14 |
|||
| Specimen manufacture and curing | In-situ manufacture and curing of grout and mortar cubes |
AS 1012.8.3 |
|||
| Specimen manufacture and curing | In-situ manufacture and curing of cylindrical specimens |
AS 1012.8.1 |
|||
| Specimen manufacture and curing | Manufacture and curing of cylindrical specimens in the laboratory |
AS 1012.8.1 |
|||
| Specimen manufacture and curing | Curing cylinder specimens in the laboratory |
AS 1012.8.1 |
|||
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Moisture content | Drying oven |
AS 1289.2.1.1 RMS (NSW) Method T120 |
|
| Plasticity index | Casagrande |
AS 1289.3.3.1 RMS (NSW) Method T109;TfNSW T109;TfNSW T105; |
|||
| Liquid limit | Casagrande four point |
RMS (NSW) Method T108;TfNSW T108;TfNSW T105; |
|||
| Sieve analysis | Not applicable |
AS 1289.3.6.1 RMS (NSW) Method T106;TfNSW T106; |
|||
| Linear shrinkage | Not applicable |
AS 1289.3.4.1 |
|||
| Liquid limit | Casagrande one point |
AS 1289.3.1.1 AS 1289.3.1.2 |
|||
| Plastic limit | Not applicable |
AS 1289.3.2.1 RMS (NSW) Method T109;TfNSW T109;TfNSW T105; |
|||
| 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 | Modified compactive effort |
AS 1289.5.2.1 RMS (NSW) Method T112 |
|||
| Dry density/moisture content relationship | Three compaction point |
RMS (NSW) Method T162 |
|||
| Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1 RMS (NSW) Method T111 |
|||
| 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 | Compaction control | Hilf |
AS 1289.5.7.1 |
|
| Density - In-situ | Nuclear gauge |
AS 1289.5.8.1 RMS (NSW) Method T173 |
|||
| Dry density ratio | Calculation |
AS 1289.5.4.1 |
|||
| Characteristic field density values | Not applicable |
RC (Vic) Method 316.00 |
|||
| 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 | Not applicable |
AS 1289.1.1 RMS (NSW) Method T102;TfNSW T102;TfNSW T105; |
|
| Soil pre-treatment | Repeated compaction pre-treatment |
RC (Vic) Method 301.05 RMS (NSW) Method T105;TfNSW T105; |
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| 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 |
||
| Not applicable | Hardened concrete by coring |
AS 1012.14 |
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| Soils | Not applicable | Disturbed sampling from earthwork; 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
28 Sep 2021