National Association of Testing Authorities, Australia
Scope of Accreditation
Department of Transport and Main Roads
Site
Materials Services – Barcaldine
Accreditation No.
2302
Site No.
2469
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 properties | Aggregates | Shape | Average least dimension; Flakiness |
AS 1141.15, AS 1141.20.3 |
|
| Particle size distribution | Sieve analysis | AS 1141.11.1 | |||
| Bulk density | Compacted; Uncompacted | AS 1141.4 | |||
| 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; Mass per unit volume - Hardened concrete | Cylinder; Dimensions |
AS 1012.9 (except Clause 4.2), 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; 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 | Texture depth | Sand patch |
Austroads Method AGPT/T250 |
|
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Linear shrinkage; Liquid limit; Plastic limit; Plasticity index; Weighted plasticity index | Casagrande; Cone |
AS 1289.3.1.1, AS 1289.3.1.2, AS 1289.3.2.1,AS 1289.3.3.1, AS 1289 3.4.1, AS 1289.3.9.2, MR (Qld) Method Q104A, MR (Qld) Method Q104D, MR (Qld) Method Q105, MR (Qld) Method Q106,MR (Qld) Method Q252 |
|
| Moisture content; Sieve analysis | Drying oven; Fines ratio; Relative moisture content |
AS 1289.2.1.1, MR (Qld) Method Q250, AS 1289.3.6.1, MR (Qld) Method Q103A, MR (Qld) Method Q253 |
|||
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Assignment of optimum moisture content/maximum dry density (OMC/MDD); Compaction to nominated levels; Dry density/moisture content relationship; Oversize material | Oversize material treatment; Standard compactive effort |
AS 1289.5.1.1, AS 1289.5.4.2,MR (Qld) Method Q142A, MR (Qld) Method Q143,MR (Qld) Method Q145A, MR (Qld) Method Q144A |
|
| Evaluation of geotechnical and civil construction material - Soil field density | Soils | Characteristic field density values; Dry density ratio; Relative compaction | Calculation |
MR (Qld) Method Q020, MR (Qld) Method Q140A, AS 1289.5.4.1 |
|
| Density - In situ; Field moisture content | Nuclear gauge; Sand-cone |
AS 1289.5.3.1, AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) Method Q141B, MR (Qld) Method NGTM N01, MR (Qld) Method NGTM N02, MR (Qld) Method NGTM N03 |
|||
| 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 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 Q101E, MR (Qld) Method Q101G, MR (Qld) Method Q101H, MR (Qld) Method Q101J |
|
| Evaluation of geotechnical and civil construction material - Soil sample preparation | Soils | Preparation of disturbed samples | Not applicable | MR (Qld) Method Q255 | |
| Sample collection | Aggregates | Not applicable | Site selection by spot sampling |
MR (Qld) Method Q061 |
|
| 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 |
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 |
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 (SoA).
Grey text appearing in a SoA is additional freetext providing further refinement or information on the data in the preceding line entry.
The Product column may also describe an Item or Material.
The Limitations column may also describe the Range.
Accreditation No.
2302
Site No.
2469
Print date
26 Aug 2026