Boral Resources (Qld) Pty Limited

Site

Boral Quarry Production Laboratory – West Burleigh

Accreditation No.

21064

Site No.

5087

Date of Accreditation

28 Oct 1993

Address

Lot 1, Bermuda Street
Burleigh Heads, QLD 4220
Australia

boral.com.au

Contact

Availability

Services not available to external clients

Supervision

Not Applicable

Scope of Accreditation

Print scopes
Boral Quarry Production Laboratory – West Burleigh

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

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