Boral Resources (Qld) Pty Limited

Site

Boral West Burleigh Quarry Laboratory – Boral Concrete & Quarries

Accreditation No.

489

Site No.

5087

Date of Accreditation

28 Oct 1993

Address

Lot 1, Bermuda Street
Burleigh Heads, QLD 4220
Australia

boral.com.au

Contact

Mr Warren O'Connor P: +61 0417043734

Availability

Services conditionally available to external clients

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 binder adhesion Aggregates Degree of precoating Not applicable MR (Qld) Method Q216
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; RMS (NSW) Method T268

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
Bulk density Compacted; Uncompacted AS 1141.4
Shape Average least dimension; Crushed faces; Flakiness; Proportional calliper

AS 1141.14; AS 1141.15; AS 1141.18; AS 1141.20.2; MR (Qld) Method Q201; RMS (NSW) Method T213; RMS (NSW) Method T235; RMS (NSW) Method T239; RMS (NSW) Method T275

Particle size distribution Sieve analysis; Sieve analysis of material finer than 75 µm

AS 1141.11.1; AS 1141.12; RMS (NSW) Method T201; RMS (NSW) Method T203

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 Casagrande four point; 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 1289.3.1.1; AS 1289.3.1.2; AS 1289.3.2.1; AS 1289.3.3.1; 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; RMS (NSW) Method T106;TfNSW T106;; RMS (NSW) Method T107;TfNSW T107;; RMS (NSW) Method T108;TfNSW T108;TfNSW T105;; RMS (NSW) Method T109;TfNSW T109;TfNSW T105;; RMS (NSW) Method T113;TfNSW T113;; RMS (NSW) Method T120; RMS (NSW) Method T121

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; RMS (NSW) Method T102;TfNSW T102;TfNSW T105;; RMS (NSW) Method T103;TfNSW T103;TfNSW T105;; RMS (NSW) Method T105

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 specimens; Standard compaction - UCS specimens; UCS specimens - Field mix; UCS 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 bin; Aggregate from a conveyor belt; Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck; Quarry aggregate from a quarry face

AS 1141.3.1; MR (Qld) Method Q060; RMS (NSW) Method T100

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.