National Association of Testing Authorities, Australia
Scope of Accreditation
Lintin Geotechnical
Site
Berrimah Laboratory
Accreditation No.
11869
Site No.
11862
Date of Accreditation
16 May 1996
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 abrasion | Aggregates | Abrasion resistance | Los Angeles machine value |
AS 1141.23 |
|
| Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Organic impurities | Colour test |
AS 1141.34 |
|
| Weak particles contaminants | Sieve analysis |
AS 1141.32 |
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| Clay and fine silt | Settling |
AS 1141.33 |
|||
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle density of fine aggregate | Weighing-in-water |
AS 1141.5 |
|
| Bulk density | Compacted |
AS 1141.4 |
|||
| Particle size distribution | Sieve analysis of material finer than 75 µm |
AS 1141.12 |
|||
| Particle density of coarse aggregate | Weighing-in-water |
AS 1141.6.1 |
|||
| Particle size distribution | Sieve analysis |
AS 1141.11.1 |
|||
| Bulk density | Uncompacted |
AS 1141.4 |
|||
| Shape | Proportional calliper |
AS 1141.14 |
|||
| Shape | Flakiness |
AS 1141.15 |
|||
| Shape | Crushed faces |
AS 1141.18 |
|||
| Shape | Average least dimension |
AS 1141.20.1, AS 1141.20.3 |
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| Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Exposure to sodium sulfate solution |
AS 1141.24 |
|
| Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable |
AS 1141.22 |
|
| Aggregate crushing value | Not applicable |
AS 1141.21 |
|||
| 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 | Compressive strength | Cylinder |
AS 1012.9 |
|
| Mass per unit volume - Hardened concrete | Dimensions |
AS 1012.12.1 |
|||
| 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 |
AS 1012.8.1 |
|
| Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics | Road pavements | Penetration depth | Ball embedment |
DIPE (NT) NTTM 215.1 |
|
| Layer thickness | Not applicable |
DIPE (NT) NTTM 216.1 |
|||
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Plastic limit | Not applicable |
AS 1289.3.2.1 |
|
| Moisture content | Drying oven |
AS 1289.2.1.1 |
|||
| Plasticity index | Casagrande |
AS 1289.3.3.1 |
|||
| Linear shrinkage | Not applicable |
AS 1289.3.4.1 |
|||
| Sieve analysis | Not applicable |
AS 1289.3.6.1 |
|||
| Liquid limit | Casagrande four point; Casagrande one point |
AS 1289.3.1.1, AS 1289.3.1.2 |
|||
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Modified compactive effort |
AS 1289.5.2.1, DIPE (NT) NTTM 201.2, DIPE (NT) NTTM 201.3 |
|
| 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 | Field moisture content | Nuclear gauge |
AS 1289.5.8.1 |
|
| Dry density ratio | Calculation |
AS 1289.5.4.1, DPI (NT) Method NTTP 102.1 |
|||
| Density - In-situ | Nuclear gauge |
AS 1289.5.8.1 |
|||
| 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, DIPE (NT) NTTM 202.2, DIPE (NT) 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 | Stabiliser rate of spread rate | In-situ measurement |
DIPE (NT) NTTM 204.7 |
|
| Stabiliser distribution | In-situ measurement |
DIPE (NT) NTTM 204.8 |
|||
| Cement content | Heat of neutralisation |
DIPE (NT) NTTM 204.1 |
|||
| Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate 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 | Site selection - Random sampling |
AS 1289.1.4.1 |
||
| 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 |
AS 1289.1.4.2, DPI (NT) Method NTCP 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.
11869
Site No.
11862
Print date
19 Apr 2024
