Boral Resources (Qld) Pty Limited

Site

Boral Quarry Production Laboratory – Moy Pocket

Accreditation No.

21064

Site No.

22635

Date of Accreditation

15 May 2015

Address

720 Moy Pocket Road
Kenilworth, QLD 4574
Australia

boral.com.au

Contact

Mr Vince Newing P: +61 (07) 54400014

Availability

Services not available to external clients

Supervision

Not Applicable

Scope of Accreditation

Print scopes
Boral Quarry Production Laboratory – Moy Pocket

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.