National Association of Testing Authorities, Australia
Scope of Accreditation
South Burnett Regional Council
Site
South Burnett Regional Council Materials Laboratory
Accreditation No.
11362
Site No.
11355
Date of Accreditation
02 Feb 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 |
---|---|---|---|---|---|
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; Crushed faces; Flakiness; Sieve analysis | MR (Qld) Method Q201, AS 1141.15, AS 1141.11.1, AS 1141.18, AS 1141.20.3 | |
Particle size distribution; Shape | Crushed faces; Sieve analysis | AS 1141.18, AS 1141.11.1 | |||
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 | |
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 | Cube; 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 | Penetration depth; Texture depth | Ball embedment; Sand patch | Austroads Method AGPT/T250, Austroads Method AGPT/T251 | |
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Weighted plasticity index | Not applicable | MR (QLD) Method Q252 | |
Moisture content; Sieve analysis | Drying oven; Relative moisture content | AS 1289.2.1.1, MR (Qld) Method Q103A, MR (Qld) Method Q250 | |||
Linear shrinkage; Liquid limit; Plastic limit; Plasticity index | Cone; Cone four point; Cone one point | MR (Qld) Method Q104A, MR (Qld) Method Q104D, MR (Qld) Method Q105, MR (Qld) Method Q106 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Compaction to nominated levels; Oversize material | Oversize material treatment | MR (Qld) Method Q145A, MR (Qld) Method Q143 | |
Assignment of optimum moisture content/maximum dry density (OMC/MDD); Dry density/moisture content relationship | Modified compactive effort; Standard compactive effort | AS 1289.5.1.1, MR (Qld) Method Q142A, AS 1289.5.2.1,MR (Qld) Method Q142B,AS 1289.5.4.2, MR (Qld) Method Q144A | |||
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Characteristic field density values; Degree of saturation; Dry density ratio; Relative compaction | Calculation | MR (Qld) Method Q140A, MR (Qld) Method Q146, MR (Qld) Method Q020, AS 1289.5.4.1 | |
Density - In-situ | Nuclear gauge; Sand-cone | AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) NGTM Method N01, MR (Qld) NGTM Method N02, AS 1289.5.3.1, MR (Qld) Method Q141B | |||
Field moisture content | Nuclear gauge | AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) NGTM Method N03 | |||
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 | |
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens | 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 | Compressive strength; Curing of moulded specimens; Density decay correction factor for granular materials; Laboratory stabilisation of soil; Sample preparation | Cement stabilisation; Modified compaction - UCS (unconfined compression strength) specimens; Standard compaction - UCS (unconfined compression strength) specimens; Uniaxial unconfined | MR (Qld) Method Q115, MR (Qld) Method Q251A, MR (Qld) Method Q251B, MR (Qld) Method Q135A, MR (Qld) Method Q135B | |
Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile; Site selection by spot sampling | AS 1141.3.1, MR (Qld) Method Q060, MR (Qld) Method Q061 | |
Concrete, grout and mortar | Not applicable | 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 | AS 1289.1.2.1, MR (Qld) Method Q060 | ||
Not applicable | Site selection - Random sampling; Site selection - Random stratified sampling; Site selection by spot sampling | MR (Qld) Method Q061, MR (Qld) Method Q050, AS 1289.1.4.1, AS 1289.1.4.2 |
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Standard compactive effort | MR (Qld) Method Q142A |
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.
11362
Site No.
11355
Print date
08 Oct 2024