Boral Resources (Qld) Pty Limited

Site

Boral Quarry Production Laboratory – Petrie

Accreditation No.

21064

Site No.

5086

Date of Accreditation

28 Oct 1993

Address

645 Dayboro Road
Whiteside, QLD 4503
Australia

boral.com.au

Contact

Availability

Services not available to external clients

Supervision

Not Applicable

Scope of Accreditation

Print scopes
Boral Quarry Production Laboratory – Petrie

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 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
Bulk density Compacted; Uncompacted

AS1141.4
Particle size distribution Sieve analysis

AS 1141.11.1, AS 1141.12
Shape Crushed faces; Flakiness; Proportional calliper

AS 1141.14; AS 1141.15; AS 1141.18

MR (Qld) Method Q201
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 - Aggregate strength Aggregates Wet/dry strength variation Not applicable AS 1141.22
Evaluation of geotechnical and civil construction material - Soil classification Soils Cone plasticity index; Linear shrinkage; Liquid limit; Moisture content; Plastic limit; Plasticity index; Sieve analysis; Weighted plasticity index Cone four point; Cone one point; Drying oven; Microwave oven

AS 1289.2.1.1, AS 1289.2.1.4, AS 1289.3.6.1,

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 compaction characteristics Soils Compaction to nominated levels; 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 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, 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
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Cement content Heat of neutralisation

MR (Qld) Method Q134
Sample preparation UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix MR (Qld) Method Q251A,
MR (Qld) Method Q251B
Sample preparation Cement stabilisation; Lime stabilisation MR (Qld) Method Q135A,
MR (Qld) Method Q135B
Compressive strength Uniaxial unconfined MR (Qld) Method Q115
Curing of moulded specimens; Sample preparation Cement stabilisation; Lime stabilisation MR (Qld) Method Q135A,
MR (Qld) Method Q135B
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, AS 1289.1.4.1, AS 1289.1.4.2

MR (Qld) Method Q050, MR (Qld) Method 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, AS 1289.1.4.1, AS 1289.1.4.2

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.