National Association of Testing Authorities, Australia
Scope of Accreditation
Downer EDI Works
Site
Ipswich Laboratory
Accreditation No.
1881
Site No.
16911
Date of Accreditation
19 Oct 2023
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 properties | Aggregates | Shape | Flakiness | MR (Qld) Method Q201 | |
Sample preparation | Undisturbed samples | AS 1289.1.1; MR (Qld) Method Q101; MR (Qld) Method Q101A | |||
Particle size distribution | Sieve analysis | AS 1141.11.1 | |||
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Moisture content | Relative moisture content | MR (Qld) Method Q250 | |
Moisture content | Drying oven; Hot plate; Microwave oven | AS 1289.2.1.1 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable | MR (Qld) Method Q144A | |
Dry density/moisture content relationship | Modified compactive effort; Standard compactive effort | AS 1289.5.1.1; AS 1289.5.2.1; MR (Qld) Method Q142A; MR (Qld) Method Q142B | |||
Oversize material | Oversize material treatment | MR (Qld) Method Q143 | |||
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Relative compaction | Not applicable | MR (Qld) Method Q140A | |
Evaluation of geotechnical and civil construction material - Soil modulus and deformation | Soils | Resilient modulus | Permanent deformation | MR (Qld) Method Q139 | |
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Sample preparation | Foamed bitumen stabilisation - Field | MR (Qld) Method Q138B | |
Stabiliser working time | Not applicable | MR (Qld) Method Q136B | |||
Curing of moulded specimens | Not applicable | MR (QLD) Method Q254A, MR (QLD) Method Q254B | |||
Sample preparation | Foamed bitumen stabilisation - Laboratory | MR (Qld) Method Q138A | |||
Sample collection | Aggregates | Not applicable | Aggregate from a stockpile | AS 1141.3.1; MR (Qld) Method Q060 | |
Asphalts | Not applicable | Site selection - Random sampling; Site selection - Random stratified sampling | MR (Qld) Method Q050 | ||
Soils | Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling in situ | AS 1289.1.2.1 | ||
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.
1881
Site No.
16911
Print date
07 Dec 2024