National Association of Testing Authorities, Australia
Scope of Accreditation
CivilTest Pty Ltd
Site
Albury Laboratory
Accreditation No.
19977
Site No.
23436
Date of Accreditation
02 Nov 2016
Contact
Availability
Services available to external clients
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
| Establishment of annex facilities | Materials defined by all or some for which the site is accredited | 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 contaminants | Aggregates | Clay and fine silt | Settling |
AS 1141.33 RMS (NSW) Method T268 |
|
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle size distribution | Sieve analysis; Sieve analysis of material finer than 75 µm |
AS 1141.11.1; AS 1141.12 RMS (NSW) Methods T201, T203 |
|
| 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 | Air content of freshly mixed concrete | Reduced air pressure |
AS 1012.4.2 |
|
| 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 | Curing cylinder specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens; In-situ manufacture and curing of drying shrinkage specimens |
AS 1012.8.1, AS 1012.8.4 |
|
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Liquid limit | Casagrande four point; Casagrande one point |
AS 1289.3.1.1; AS 1289.3.1.2 RMS (NSW) Method T108;TfNSW T108;TfNSW T105; |
|
| Moisture content | Drying oven |
AS 1289.2.1.1 RMS (NSW) Method T120 |
|||
| Linear shrinkage | Not applicable |
AS 1289.3.4.1 RMS (NSW) Method T113;TfNSW T113; |
|||
| Sieve analysis | Not applicable |
AS 1289.3.6.1; RMS (NSW) Method T106;TfNSW T106; |
|||
| Plasticity index | Casagrande |
AS 1289.3.3.1 RMS (NSW) Method T109;TfNSW T109;TfNSW T105; |
|||
| Plastic limit |
AS 1289.3.2.1 RMS (NSW) Method T109;TfNSW T109;TfNSW T105; |
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| Fine particles in road materials | Not applicable |
AS 1141.19; RMS (NSW) Method T107;TfNSW T107; |
|||
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Assignment of optimum moisture content/maximum dry density (OMC/MDD) |
AS 1289.5.4.2 |
||
| Dry density/moisture content relationship |
AS 1289.5.1.1 RMS (NSW) Method T111 RMS (NSW) Method T130 |
||||
| Dry density/moisture content relationship | Modified compactive effort |
AS 1289.5.2.1 RMS (NSW) Method T112 |
|||
| 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 | Characteristic field density values |
RC (Vic) Method 316.00 |
||
| Dry density ratio; Moisture ratio |
AS 1289.5.4.1 |
||||
| Density - In-situ; Relative compaction | Nuclear gauge |
AS 1289.5.8.1 RMS (NSW) Method T 173 |
|||
| Moisture ratio assessment of dry back | Not applicable | RC (Vic) Method 316.14 | |||
| Relative compaction |
RMS (NSW) Method T166 |
||||
| Density index |
AS 1289.5.6.1 |
||||
| Compaction control |
AS 1289.5.7.1 RMS (NSW) Method T162 |
||||
| Evaluation of geotechnical and civil construction material - Soil in-situ penetration | Soils | Penetration in-situ | Dynamic cone; Perth sand penetrometer |
AS 1289.6.3.2, AS 1289.6.3.3, RMS (NSW) Method T161 |
|
| 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 | Not applicable; Repeated compaction pre-treatment |
AS 1289.1.1; RC (Vic) Method 301.05 RMS (NSW) Methods T102;TfNSW T102;TfNSW T105;, T105 |
|
| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined |
As 5101.4; RMS (NSW) Methods T116, T131 |
|
| Laboratory stabilisation of soil | Cement; Lime stabilisation |
RC (Vic) Method 301.03; RC (Vic) Method 301.06 |
|||
| Sample collection | Aggregates | Not applicable | Disturbed soil sampling from a stockpile |
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 soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Undisturbed soil sampling by open-drive sampler |
AS 1289.1.2.1, AS 1289.1.3.1; RMS (NSW) Method T100 |
||
| Not applicable | Site selection - Random stratified sampling |
AS 1289.1.4.1; AS 1289.1.4.2 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.
19977
Site No.
23436
Print date
22 Jan 2022