National Association of Testing Authorities, Australia
Scope of Accreditation
Department of Transport and Main Roads
Site
Materials Services – Bundaberg
Accreditation No.
2302
Site No.
2464
Date of Accreditation
16 Sep 1988
Contact
Availability
Services conditionally 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 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 |
|
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Average least dimension |
AS 1141.20.3 |
|
| Shape | Flakiness |
AS 1141.15; MR (Qld) Method Q201 |
|||
| Bulk density | Compacted; Uncompacted |
AS 1141.4 |
|||
| Particle density of coarse aggregate | Weighing-in-water |
AS 1141.6.1 |
|||
| Particle size distribution | Sieve analysis |
AS 1141.11.1 |
|||
| Shape | Crushed faces |
AS 1141.18 |
|||
| Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Degradation factor on coarse aggregate |
MR (Qld) Method Q208B |
|
| Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | 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 |
|
| Compactibility index | Not applicable |
AS 1012.3.4 |
|||
| 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 | Manufacture and curing of cylindrical specimens in the laboratory |
AS 1012.8.1 |
|
| Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics | Road pavements | Texture depth | Sand patch | Austroads Method AGPT/T250 | |
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Plasticity index | Casagrande; Cone |
AS 1289.3.3.1, MR (Qld) Method Q105 |
|
| Moisture content | Drying oven |
AS 1289.2.1.1 |
|||
| Plastic limit | Not applicable |
AS 1298.3.2.1, MR (Qld) Method Q105 |
|||
| Particle density | Not applicable |
AS 1289.3.5.1 |
|||
| Sieve analysis | Not applicable |
AS 1289.3.6.1, MR (Qld) Method Q103A |
|||
| Linear shrinkage | Not applicable |
AS 1289.3.4.1, MR (Qld) Method Q106 |
|||
| Moisture content | Relative moisture content |
MR (Qld) Method Q250 |
|||
| Liquid limit | Casagrande four point; Casagrande one point; Cone four point; Cone one point |
AS 1289.3.1.1, AS 1289.3.1.2, MR (Qld) Method Q104A, MR (Qld) Method Q104D |
|||
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Modified compactive effort |
AS 1289.5.2.1, MR (Qld) Method Q142B |
|
| Compaction to nominated levels | Not applicable |
MR (Qld) Method Q145A |
|||
| Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1, MR (Qld) Method Q142A |
|||
| Dry density/moisture content relationship | Rapid |
AS 1289.5.7.1 |
|||
| Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable |
AS 1289.5.4.2, MR (Qld) Method Q144A |
|||
| Oversize material |
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 |
|
| Degree of saturation | Not applicable |
MR (Qld) Method Q146 |
|||
| Density - In-situ | Nuclear gauge; Sand-cone |
AS 1289.5.3.1, AS 1289.5.8.1, MR (Qld) Method NGTM N01, MR (Qld) Method NGTM N02, MR (Qld) Method NGTM N03, MR (Qld) Method Q141A, MR (Qld) Method Q141B |
|||
| Density index | Not applicable | AS 1289.5.6.1 | |||
| Relative compaction | Not applicable |
AS 1289.5.4.1, MR (Qld) Method Q140A |
|||
| Evaluation of geotechnical and civil construction material - Soil in-situ penetration | Soils | Penetration in-situ | Dynamic cone |
MR (Qld) Method Q114B |
|
| 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 |
|
| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Stabiliser rate of spread rate | In-situ measurement |
MR (Qld) Method Q719 |
|
| Compressive strength | Uniaxial unconfined |
MR (Qld) Method Q115 |
|||
| 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 |
MR (Qld) Method Q135A, Q135B |
|||
| Stabiliser working time | Not applicable |
MR (Qld) Method Q136A |
|||
| Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck |
AS 1141.3.1, MR (Qld) Method Q060 |
|
| 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; Site selection - Random stratified sampling |
AS 1289.1.4.1, 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 in-situ; Site selection by spot sampling |
AS 1289.1.2.1; MR (Qld) Method Q061 |
|||
| Not applicable | Site selection by spot sampling |
MR (Qld) Method Q061 |
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.
2302
Site No.
2464
Print date
28 Nov 2023
