National Association of Testing Authorities, Australia
Scope of Accreditation
SMS Geotechnical (NT) Pty Ltd
Site
SMS Geotechnical (NT)
Accreditation No.
20441
Site No.
19843
Date of Accreditation
15 Sep 2010
Contact
Mr Ronny Talavera
P: +61 0437132016
Availability
Services available to external clients
Scope of Accreditation
SMS Geotechnical (NT)
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 abrasion | Aggregates | Abrasion resistance | Los Angeles machine value |
AS 1141 23 |
|
| Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Weak particles contaminants | Sieve analysis | AS 1141.32 | |
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle size distribution | Sieve analysis of material finer than 75 µm |
AS 1141 12 |
|
| Shape | Flakiness |
AS 1141 15 |
|||
| Shape | Proportional calliper |
AS 1141 14 |
|||
| Bulk density | Compacted; Uncompacted | AS 1141.4 | |||
| Water absorption of coarse aggregate; Water absorption of fine aggregate | Not applicable | AS 1141.5, AS 1141.6.1 | |||
| Particle size distribution | Sieve analysis |
AS 1141 11.1 |
|||
| Shape | Average least dimension |
AS 1141 20.1, AS 1141 20.2 |
|||
| Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Aggregate crushing value | Not applicable |
AS 1141 21 |
|
| 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 |
AS1012 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 | Curing cylinder specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens |
AS 1012 8.1 |
|
| Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics | Road pavements | Layer thickness | Not applicable |
DPI (NT) Method NTTM 216.1 |
|
| Penetration depth | Ball embedment |
Austroads Method AGPT/T251, DPI (NT) Method NTTM 215.1 |
|||
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Moisture content | Drying oven |
AS 1289 2.1.1 |
|
| Liquid limit | Casagrande four point |
AS 1289 3.1.2 |
|||
| Plasticity index | Casagrande |
AS 1289 3.3.1 |
|||
| Linear shrinkage | Not applicable |
AS 1289 3.4.1 |
|||
| Liquid limit | Casagrande one point |
AS 1289 3.1.1 |
|||
| Sieve analysis | Not applicable |
AS 1289 3.6.1 |
|||
| 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 |
|
| Assignment of optimum moisture content/maximum dry density (OMC/MDD); Dry density/moisture content relationship | Modified compactive effort |
AS 1289 5.2.1, AS 1289.5.4.2, DPI (NT) Method NTTM 201.2, DPI (NT) Method NTTM 201.3 |
|||
| 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, DPI (NT) Method NTTM 102.1 |
|
| Dry density ratio | Calculation |
AS 1289 5.4.1 |
|||
| Evaluation of geotechnical and civil construction material - Soil in-situ penetration | Soils | Penetration depth; Penetration in-situ | Ball embedment; Dynamic cone |
AS 1289 6.3.2, Austroads Method AGPT/T251, DPI (NT) Method NTTM 215.1 |
|
| Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens |
AS 1289 6.1.1, DPI (NT) Method NTTM 202.2, DPI (NT) Method NTTM 202.3 |
|
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable |
AS 1289 1.1 |
|
| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined |
DPI (NT) Method NTTM 203.1 |
|
| Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a windrow |
AS 1141 3.1 |
|
| Asphalts | Not applicable | Uncompacted asphalt |
AS/NZS 2891.1.1 |
||
| 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 in-situ |
AS 1289 1.2.1 |
||
| Not applicable | Site selection - Random sampling |
AS 1289 1.4.1 |
|||
| Not applicable | Site selection - Random stratified sampling |
AS 1289 1.4.2, DPI (NT) Method NTTM 103.1 |
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.
20441
Site No.
19843
Print date
19 Apr 2024
END OF SCOPE
