National Association of Testing Authorities, Australia
Scope of Accreditation
Soil Engineering Services
Site
Townsville Laboratory
Accreditation No.
2856
Site No.
2849
Date of Accreditation
07 Dec 2023
Contact
Availability
Services available to external clients
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
|
Suspended Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties |
Concrete, grout and mortar | Flexural strength | Modulus of rupture |
AS 1012.11 |
|
| 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 | Ball mill | MR (Qld) Method Q228 | |
| Abrasion resistance | Los Angeles machine value |
AS 1141.23 |
|||
| Abrasion resistance | Resistance to wear by attrition |
AS 1141.27 |
|||
| Evaluation of geotechnical and civil construction material - Aggregate binder adhesion | Aggregates | Degree of precoating | Not applicable |
MR (Qld) Method Q216 |
|
| Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Weak particles contaminants | Sieve analysis |
AS 1141.32 |
|
| Organic impurities | Colour test |
AS 1141.34 |
|||
| Clay and fine silt | Settling |
AS 1141.33 |
|||
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Water absorption of coarse aggregate | Not applicable |
AS 1141.6.1 |
|
| Shape | Proportional calliper |
AS 1141.14 |
|||
| Water absorption of fine aggregate | Not applicable |
AS 1141.5 |
|||
| Particle density of fine aggregate | Weighing-in-water |
AS 1141.5 |
|||
| Shape | Average least dimension |
AS 1141.20.1, AS 1141.20.3 |
|||
| Particle size distribution | Sieve analysis |
AS 1141.11.1 |
|||
| Particle size distribution | Sieve analysis of material finer than 75 µm |
AS 1141.12 |
|||
| Bulk density | Compacted |
AS 1141.4 |
|||
| Bulk density | Uncompacted |
AS 1141.4 |
|||
| Shape | Crushed faces |
AS 1141.18 |
|||
| Shape | Flakiness |
AS 1141.15; MR (Qld) Method Q201 |
|||
| Particle density of coarse aggregate | Weighing-in-water |
AS 1141.6.1 |
|||
| Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Exposure to sodium sulfate solution |
AS 1141.24 |
|
| Soundness | Degradation factor on coarse aggregate |
AS 1141.25.2; MR (Qld) Method Q208B |
|||
| Soundness | Degradation factor on source rock | AS 1141.25.1 | |||
| 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 |
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 |
|||
| Compressive strength | Cube |
AS 1012.9 |
|||
| Compressive strength | Core |
AS 1012.14 |
|||
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen conditioning | Dry conditioning of hardened concrete core specimens; Wet conditioning of hardened concrete core specimens |
AS 1012.14 |
|
| Specimen manufacture and curing | Manufacture and curing of grout and mortar cubes in the laboratory |
AS 1012.8.3 |
|||
| Specimen manufacture and curing | Curing cylinder specimens in the laboratory; Manufacture and curing of cylindrical specimens in the laboratory |
AS 1021.8.1 |
|||
| Specimen manufacture and curing | Manufacture and curing of flexural strength specimens in the laboratory |
AS 1012.8.2 |
|||
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Moisture content | Drying oven; Relative moisture content |
AS 1289.2.1.1, MR (Qld) Method Q250 |
|
| Sieve analysis | Not applicable |
AS 1289.3.6.1; MR (Qld) Method Q103A |
|||
| Liquid limit | Cone four point |
AS 1289.3.9.1; MR (Qld) Method Q104A |
|||
| Liquid limit | Casagrande four point |
AS 1289.3.1.1 |
|||
| Plasticity index; Weighted plasticity index | Casagrande |
AS 1289.3.3.1; MR (Qld) Method Q252 |
|||
| Linear shrinkage | Not applicable |
AS 1289.3.4.1; MR (Qld) Method Q106 |
|||
| Plastic limit | Not applicable |
AS 1289.3.2.1; MR (Qld) Method Q105 |
|||
| Liquid limit | Cone one point |
MR (Qld) Method Q104D |
|||
| Liquid limit | Casagrande one point |
AS 1289.3.1.2 |
|||
| Plasticity index | Cone |
AS 1289.3.3.2; MR (Qld) Method Q105 |
|||
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1; MR (Qld) Method Q142A |
|
| Dry density/moisture content relationship | Modified compactive effort |
AS 1289.5.2.1; MR (Qld) Method Q142B |
|||
| Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable |
AS 1289.5.4.2; MR (Qld) Method Q144A |
|||
| Compaction to nominated levels | Not applicable |
MR (Qld) Method Q145A |
|||
| Minimum and maximum dry density | Not applicable |
AS 1289.5.5.1 |
|||
| Oversize material | Oversize material treatment |
MR (Qld) Method Q143 |
|||
| 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 | Not applicable |
MR (Qld) Method Q020 |
|
| Moisture ratio | Measured |
AS 1289.5.4.1 |
|||
| Field moisture content | Nuclear gauge |
AS 1289.5.8.1; MR (Qld) Method Q141A |
|||
| Dry density ratio | Calculation |
AS 1289.5.4.1 |
|||
| Compaction control | Hilf |
AS 1289.5.7.1 |
|||
| Density - In-situ | Sand-cone |
AS 1289.5.3.1; MR (Qld) Method Q141B |
|||
| Density index | Not applicable |
AS 1289.5.6.1 |
|||
| Relative compaction | Not applicable |
MR (Qld) Method Q140A |
|||
| Density - In-situ | Nuclear gauge |
AS 1289.5.8.1; MR (Qld) Method Q141A |
|||
| Degree of saturation | Not applicable |
MR (Qld) Method Q146 |
|||
| Evaluation of geotechnical and civil construction material - Soil in-situ penetration | Soils | Penetration in-situ | Dynamic cone |
AS 1289.6.3.2, MR (Qld) Method Q114B |
|
| Penetration depth | Ball embedment | Austroads Method AGPT/T251 | |||
| Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens |
AS 1289.6.1.1; MR (Qld) Method Q113A; MR (Qld) Method Q113B; MR (Qld) Method Q113C |
|
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable |
AS 1289.1.1; MR (Qld) Method Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B, MR (Qld) Method Q101C, MR (Qld) Method Q101D, MR (Qld) Method Q101F |
|
| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined |
MR (Qld) Method Q115 |
|
| Curing of moulded specimens | Not applicable |
MR (Qld) Method Q135B |
|||
| Cement content | Heat of neutralisation |
MR (Qld) Method Q134 |
|||
| Sample preparation | UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix | MR (Qld) Method Q251A, MR (Qld) Method Q251B | |||
| Laboratory stabilisation of soil | Cement; Lime stabilisation |
MR (Qld) Method Q135A |
|||
| Stabiliser working time | Cementitious stabilisation time |
MR (Qld) Method Q136A |
|||
| Sample collection | Aggregates | Not applicable | Aggregate from a bin; Aggregate from a conveyor belt; Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck; Aggregate from a windrow |
AS 1141.3.1; MR (Qld) Method Q060 |
|
| Not applicable | Site selection - Random sampling; Site selection - Random stratified sampling; Site selection - Systematic random stratified sampling |
MR (Qld) Method Q050 |
|||
| Not applicable | Site selection by spot sampling |
MR (Qld) Method Q061 |
|||
| 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 stratified sampling |
AS 1289.1.4.2; MR (Qld) Method Q050 |
||
| Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a face; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling from an open-drive; Disturbed soil sampling in-situ |
AS 1289.1.2.1; MR (Qld) Method Q060 |
|||
| Not applicable | Site selection - Random sampling |
AS 1289.1.4.1; MR (Qld) Method Q050 |
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.
2856
Site No.
2849
Print date
18 Apr 2024
