
National Association of Testing Authorities, Australia
Scope of Accreditation
Colas Queensland Pty Ltd
Site
Caloundra Laboratory
Accreditation No.
18617
Site No.
20566
Date of Accreditation
02 Sep 2011
Contact
Availability
Services conditionally available to external clients
Supervision
Not Applicable
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 properties | Aggregates | Shape | Average least dimension | AS 1141.20.3 | |
Shape | Flakiness | AS 1141.15; MR (Qld) Method Q201 | |||
Particle size distribution | Sieve analysis; Sieve analysis of material finer than 75 µm | AS 1141.11.1, AS 1141.12 | |||
Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Methylene blue value | AS 1141.66 | |
Evaluation of geotechnical and civil construction material - Asphalt adhesion and stripping | Asphalts | Degree of particle coating | Not applicable | AS/NZS 2891.11 | |
Binder paste drain-off | Not applicable | Austroads Method AG/PT/T235 | |||
Evaluation of geotechnical and civil construction material - Asphalt extraction and grading | Asphalts | Moisture content | Not applicable | AS 2891.10 | |
Bitumen content and aggregate grading | Reflux | AS/NZS 2891.3.1; MR (Qld) Method Q308A | |||
Evaluation of geotechnical and civil construction material - Asphalt field density | Asphalts | Characteristic density ratio; Density ratio and air voids; Field density | Thin-lift nuclear gauge | MR (Qld) Method Q306E, MR (Qld) NGTM Method N04, MR (Qld) NGTM Method N05 | |
Characteristic values | Not applicable | MR (Qld) Method Q020 | |||
Evaluation of geotechnical and civil construction material - Asphalt filler | Asphalts | Apparent particle density of filler; Voids in dry compacted filler | Not applicable | AS/NZS 1141.7, AS/NZS 1141.17 | |
Evaluation of geotechnical and civil construction material - Asphalt mechanical properties | Asphalts | Marshall stability and flow | Not applicable | AS/NZS 2891.5, MR (Qld) Method Q305 | |
Evaluation of geotechnical and civil construction material - Asphalt performance | Asphalts | Sensitivity to water; Stripping potential | Tensile strength ratio | Austroads ATM 232 | |
Evaluation of geotechnical and civil construction material - Asphalt specimen manufacture | Asphalts | Specimen compaction | Gyratory compaction | AS/NZS 2891.2.2 | |
Specimen conditioning | Handling and conditioning | MR (Qld) Method Q303A | |||
Evaluation of geotechnical and civil construction material - Asphalt volumetric properties | Asphalts | Bulk density | Silicone sealing | MR (Qld) Method Q306C | |
Maximum density | Water displacement | AS/NZS 2891.7.1 | |||
Bulk density | Mensuration | AS/NZS 2891.9.3 | |||
Bulk density | Presaturation | AS/NZS 2891.9.2 | |||
Binder film thickness | Not applicable | MR (Qld) Method 317 | |||
Voids and density relationship | Not applicable | AS/NZS 2891.8 | |||
Evaluation of geotechnical and civil construction material - Road pavement profile | Road pavements | Rut depth | Straight edge | MR (Qld) Method Q712 | |
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics | Road pavements | Texture depth | Sand patch | Austroads ATM 250 | |
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 | |
Asphalts | Not applicable | Extraction of an asphalt core - Dry technique; Extraction of an asphalt core - Wet technique | AS 2891.1.2 | ||
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 | Uncompacted asphalt | AS/NZS 2891.1.1 |
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.
Grey text appearing in a SoA is additional freetext providing further refinement or information on the data in the preceding line entry.
Accreditation No.
18617
Site No.
20566
Print date
23 Mar 2025