National Association of Testing Authorities, Australia
Scope of Accreditation
Construction Sciences Pty Ltd
Site
Echuca Laboratory
Accreditation No.
1986
Site No.
23860
Date of Accreditation
04 Aug 2017
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 properties | Aggregates | Particle size distribution | Sieve analysis of material finer than 75 µm |
AS 1141.12 |
|
| Particle size distribution | Sieve analysis |
AS 1141.11.1 |
|||
| 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 | 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 | 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 | Description, identification and classification | Not applicable |
AS 1726 Tables 9 and 10 (Laboratory classification only) |
|
| Moisture content | Drying oven |
AS 1289.2.1.1 |
|||
| Linear shrinkage | Not applicable |
AS 1289.3.4.1 |
|||
| Plasticity index | Casagrande |
AS 1289.3.3.1 |
|||
| Liquid limit | Cone one point |
AS 1289.3.1.2 |
|||
| Plastic limit | Not applicable |
AS 1289.3.2.1 |
|||
| Liquid limit | Cone four point |
AS 1289.3.1.1 |
|||
| Sieve analysis | Not applicable |
AS 1289.3.6.1 |
|||
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Modified compactive effort |
AS 1289.5.2.1 |
|
| Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1 |
|||
| Assignment of optimum moisture content/maximum dry density (OMC/MDD) | 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 index | Not applicable | AS 1289.5.6.1 | |
| Dry density ratio | Calculation |
AS 1289.5.4.1 |
|||
| Density - In-situ | Nuclear gauge |
AS 1289.5.8.1 |
|||
| Characteristic field density values | Not applicable |
RC (Vic) Method 316.00 |
|||
| Moisture ratio assessment of dry back | Not applicable |
RC (Vic) Method 316.14 |
|||
| Field moisture content | Nuclear gauge |
AS 1289.5.8.1 |
|||
| Moisture ratio | Measured |
AS 1289.5.4.1 |
|||
| Density ratio - density decay correction factor | Calculation | RC (Vic) Method 330.04 | |||
| Compaction control | Hilf |
AS 1289.5.7.1 |
|||
| 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 | |
| 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 RC (Vic) Method 301.01 |
|||
| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Sample preparation | Lime stabilisation |
AS 5101.2.2 RC (Vic) Method 301.03 |
|
| Sample preparation | Cement stabilisation |
AS 5101.2.2 RC (Vic) Method 301.06 |
|||
| 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 stratified sampling |
RC (Vic) Method 316.10 |
|||
| Not applicable | Site selection - Random sampling |
AS 1289.1.4.1 |
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.
1986
Site No.
23860
Print date
26 Apr 2024
