National Association of Testing Authorities, Australia
Scope of Accreditation
Boral Resources (Qld) Pty Limited
Site
Boral Quarry Production Laboratory – West Burleigh
Accreditation No.
21064
Site No.
5087
Date of Accreditation
28 Oct 1993
Contact
Availability
Services not 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 contaminants | Aggregates | Clay and fine silt; Weak particles contaminants | Settling; Sieve analysis | AS 1141.32; AS 1131.33 | |
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle density of coarse aggregate; Particle density of fine aggregate | Weighing-in-water | AS 1141.5; AS 1141.6.1 | |
Shape | Crushed faces; Flakiness; Proportional calliper | AS 1141.14; AS 1141.15; AS 1141.18; 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 | Degradation factor on coarse aggregate | MR (Qld) Method Q208B | |
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Cone plasticity index; Fine particles in road materials; Linear shrinkage; Liquid limit; Moisture content; Plastic limit; Plasticity index; Sieve analysis | Cone four point; Cone one point; Correlation; Drying oven | AS 1289.2.1.1; AS 1289.2.1.4; AS 1289.2.3.1; AS 1289.3.2.1; AS 1289.3.3.2; AS 1289.3.4.1; AS 1289.3.6.1; AS 1289.3.9.1; AS 1289.3.9.2; MR (Qld) Method Q103A; MR (Qld) Method Q104A; MR (Qld) Method Q104D; MR (Qld) Method Q105; MR (Qld) Method Q106 | |
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Accelerated weathering pre-treatment; Repeated compaction pre-treatment | AS 1289.1.1; MR (Qld) Method Q101; MR (Qld) Method Q101A; MR (Qld) Method Q101B; MR (Qld) Method Q101D | |
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Cement content | Heat of neutralisation | MR (Qld) Method Q134 | |
Curing of moulded specimens; Sample preparation | Cement stabilisation; Lime stabilisation; Modified compaction - UCS (unconfined compression strength) specimens; Standard compaction - UCS (unconfined compression strength) specimens; UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix | MR (Qld) Method Q135A; MR (Qld) Method Q135B; MR(Qld) Method Q251A; MR (Qld) Method Q251B | |||
Sample collection | Aggregates | Not applicable | Aggregate from a conveyor belt; Aggregate from a stockpile | AS 1141.3.1; MR (Qld) Method Q060 | |
Not applicable | Disturbed soil sampling from a stockpile | AS 1289.1.2.1 | |||
Soils | Not applicable | Site selection - Random sampling; Site selection - Random stratified sampling | MR (Qld) Method Q050 |
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.
21064
Site No.
5087
Print date
12 Dec 2024