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 Adrian Maguire P: +61 0448688997

Availability

Services not available to external clients

Supervision

Not Applicable

Boral Resources (Qld) Pty Limited address map

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
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; 


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 Liquid limit Cone one point AS 1289.3.9.2
MR (Qld) Method Q104D
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 laboratory bearing properties Soils Bearing ratio Remoulded specimens AS 1289.6.1.1,
MR (Qld) Method Q113A,

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
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
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

MR (Qld) Methods 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.