Boral Resources (Qld) Pty Limited

Site

Boral Ormeau Quarry Laboratory

Accreditation No.

21064

Site No.

5088

Date of Accreditation

28 Oct 1993

Address

578 Upper Ormeau Road
Kingsholme, QLD 4208
Australia

boral.com.au

Contact

Mr Stuart Taylor P: +61 (07) 55476879

Availability

Services conditionally available to external clients

Scope of Accreditation

Print scopes
Boral Ormeau Quarry Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Establishment of annex facilities Materials defined by all or some for which the site is accredited Determinations defined by all or some for which the site is accredited Techniques defined by all or some for which the site is accredited
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 Weak particles contaminants Sieve analysis

AS 1141.32
Clay and fine silt Settling

AS 1141.33; RMS (NSW) Method T268

TfNSW TS 02799.43
Organic impurities Colour test AS 1141.34
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Crushed faces RMS (NSW) Method T239

TfNSW TS 02799.36
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 1141.20.3; MR (Qld) Method Q201; RMS (NSW) Method T213; RMS (NSW) Method T235; RMS (NSW) Method T275

TfNSW TS 02799.12,TfNSW TS 02799.32,TfNSW TS 02799.50
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

TfNSW TS 02799.02,TfNSW TS 02799.04
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
Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Degradation factor on coarse aggregate; Degradation factor on fine aggregate AS 1141.25.2; AS 1141.25.3; MR (Qld) Method Q208B
Evaluation of geotechnical and civil construction material - Aggregate stabilisation Aggregates Unconfined compressive strength Not applicable MR (Qld) Method Q115
Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Aggregate crushing value Not applicable AS 1141.21
Wet/dry strength variation Not applicable AS 1141.22;
RMS (NSW) Method T215

TfNSW TS 02799.13
Evaluation of geotechnical and civil construction material - Soil classification Soils Moisture content Correlation; Drying oven; Microwave oven; Relative moisture content

AS 1289.2.1.1, AS 1289.2.1.4, AS 1289.2.3.1; MR (Qld) Method Q250; TfNSW Method T120
Weighted plasticity index Not applicable MR(Qld) Method Q253
Liquid limit Casagrande four point; Casagrande one point; Cone four point; Cone one point

AS 1289.3.9.1, AS1289.3.1.1, AS 1289.3.1.2; TfNSW Method T108

MR (Qld) Method Q104A, MR (Qld) Method Q104D
Sieve analysis Not applicable MR (Qld) Method Q252 
Linear shrinkage Not applicable

AS 1289.3.4.1

MR (Qld) Method Q106; TfNSW Method T113
Plasticity index Casagrande; Cone

AS 1289.3.3.2, AS 1289.3.3.1; TfNSW Method T109
Plastic limit Not applicable

AS 1289.3.2.1

MR (Qld) Method Q105; TfNSW Method T109
Fine particles in road materials; Sieve analysis Not applicable

AS 1289.3.6.1; MR (Qld) Method Q103A; TfNSW Method T106; TfNSW Method T107
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Compaction to nominated levels Not applicable

MR (Qld) Method Q145A
Dry density/moisture content relationship Modified compactive effort; Standard compactive effort

AS 1289.5.1.1, AS 1289.5.2.1

MR (Qld) Method Q142A, MR (Qld) Method Q142B
Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable MR (Qld) Method Q144A
Evaluation of geotechnical and civil construction material - Soil dispersion Soils Dispersion Emerson class AS 1289.3.8.1
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
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;

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

TfNSW TS 02794.02,TfNSW TS 02795.01
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Sample preparation UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix MR (Qld) Method Q251A, MR (Qld) Method Q251B
Cement content Heat of neutralisation

MR (Qld) Method Q134
Sample preparation Cement stabilisation MR (Qld) Method Q135A
Stabiliser working time Cementitious stabilisation time MR(Qld) Q136A
Curing of moulded specimens Not applicable MR (Qld) Method Q135B
Sample collection Aggregates Not applicable Aggregate from a bin; Aggregate from a conveyor belt; Aggregate from a stockpile

AS 1141.3.1

MR (Qld) Method Q060
Soils Not applicable Site selection - Random sampling; Site selection - Random stratified sampling

MR (Qld) Method Q050
Not applicable Disturbed soil sampling from a stockpile

AS 1289.1.2.1; RMS (NSW) Method T100

TfNSW TS 02794.01

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.