![NATA](https://nata.com.au/files/2021/02/nata.png)
National Association of Testing Authorities, Australia
Scope of Accreditation
Boral Resources (Qld) Pty Limited
Site
Boral Quarry Production Laboratory – Moy Pocket
Accreditation No.
21064
Site No.
22635
Date of Accreditation
15 May 2015
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 |
---|---|---|---|---|---|
Suspended Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Clay and fine silt; Weak particles contaminants | Settling; Sieve analysis | AS 1141.32, AS 1141.33; | |
Suspended Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Bulk density | Compacted; Uncompacted | AS1141.4 | |
Particle density of coarse aggregate; Particle density of fine aggregate; Water absorption of coarse aggregate; Water absorption of fine aggregate | Weighing-in-water | AS 1141.5, AS 1141.6.1 | |||
Suspended Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable | AS 1141.22 | |
Suspended Evaluation of geotechnical and civil construction material - Soil classification | Soils | Cone plasticity index; Linear shrinkage; Liquid limit; Plastic limit; Plasticity index; Weighted plasticity index | Cone four point; Cone one point | AS 1289.3.2.1, AS 1289.3.3.2, AS 1289.3.4.1, AS 1289.3.9.1, AS 1289.3.9.2 MR (Qld) Method Q104A, MR (Qld) Method Q104D, MR (Qld) Method Q105, MR (Qld) Method Q106 | |
Suspended Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Compaction to nominated levels; Dry density/moisture content relationship | Modified compactive effort | AS 1289.5.2.1; MR (Qld) Method Q142B | |
Suspended Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens | AS 1289.6.1.1, MR (Qld) Method Q113A, MR (Qld) Method Q113B, MR (Qld) Method Q113C | |
Suspended Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength; Laboratory stabilisation of soil | Lime, cement and bitumen; UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix; Uniaxial unconfined | MR (Qld) Method Q115, MR (Qld) Method Q135A, MR (Qld) Method Q251A | |
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Crushed faces; Flakiness; Proportional calliper | AS 1141.14, AS 1141.15 MR (Qld) Method Q201, MR (Qld) Method Q215 | |
Particle size distribution | Sieve analysis | AS 1141.11.1, AS 1141.12 | |||
Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Degradation factor on coarse aggregate | AS 1141.25.2, MR (Qld) Method Q208B | |
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Sieve analysis | Not applicable | AS 1289.3.6.1; MR (Qld) Method Q103A | |
Moisture content | Correlation; Drying oven; Microwave oven | AS 1289.2.1.1; AS 1289.2.1.4; AS 1289.2.3.1 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Compaction to nominated levels; Dry density/moisture content relationship | Standard compactive effort | AS 1289.5.1.1; MR (Qld) Method Q142A; MR (Qld) Method Q145A | |
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 | Curing of moulded specimens; Sample preparation | Preparation and compaction of soil; UCS (unconfined compression strength) specimens - Field mix | MR (Qld) Method Q135B; MR (Qld) Method Q251B | |
Cement content | Heat of neutralisation | MR (Qld) Method Q134 | |||
Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile; Site selection - Random sampling; Site selection - Random stratified sampling | AS 1141.3.1, MR (Qld) Methods Q050, Q060 | |
Soils | Not applicable | Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Site selection - Random sampling | AS 1289.1.2.1, 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.
22635
Print date
31 Aug 2024