Brisbane City Council

Site

Soil Laboratory – Bracalba Quarry

Accreditation No.

11912

Site No.

11905

Date of Accreditation

07 Jun 1996

Address

D'Aguilar Highway
Bracalba, QLD 4512
Australia

Contact

Availability

Services conditionally available to external clients

Scope of Accreditation

Print scopes

Withdrawn 10 Nov 2023

Soil Laboratory – Bracalba Quarry

ISO/IEC 17025 (2005)

Infrastructure and Asset Integrity

Withdrawn
Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Abrasion resistance Los Angeles machine value

AS 1141.23

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Withdrawn
Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate binder adhesion Aggregates Degree of precoating

MR (Qld) Method Q216
Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Weak particles contaminants Sieve analysis AS 1141.32
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Flakiness

MR (Qld) Method Q201
Shape Average least dimension AS 1141.20.3
Particle size distribution Fines ratio; Sieve analysis AS 1141.11.1; MR (Qld) Method Q252
Shape Crushed faces AS 1141.18
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 Linear shrinkage

MR (Qld) Method Q106
Sieve analysis Not applicable

MR (Qld) Methods Q103A
Moisture content Drying oven

AS 1289.2.1.1
Liquid limit Cone one point

MR (Qld) Method Q104D
Liquid limit Cone four point

MR (Qld) Method Q104A
Plastic limit

MR (Qld) Method Q105
Moisture content Microwave oven AS 1289.2.1.4
Moisture content Correlation AS 1289.2.3.1
Plasticity index; Weighted plasticity index Cone

MR (Qld) Method Q105; MR (Qld) Method Q253
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1

MR (Qld) Method Q142A
Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1

MR (Qld) Method Q142B
Evaluation of geotechnical and civil construction material - Soil field density Soils Characteristic field density values Not applicable

MR (Qld) Method  Q020
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
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment

AS 1289.1.1

MR (Qld) Method Q101, Q101A, Q101B, Q101C, Q101D
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Cement content Heat of neutralisation

MR (Qld) Method Q134
Laboratory stabilisation of soil Lime, cement and bitumen

MR (Qld) Method Q135A
Sample preparation UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix MR (Qld) Method Q251A; MR (Qld) Method Q251B
Curing of moulded specimens Not applicable MR (Qld) Method Q135B
Compressive strength Uniaxial unconfined

MR (Qld) Method Q115
Sample collection Aggregates Not applicable Aggregate from a stockpile; Aggregate from a truck

AS 1141.3.1

MR (Qld) Method Q060
Soils Not applicable Disturbed soil sampling from a stockpile; Site selection by spot sampling

AS 1289.1.2.1

MR (Qld) Methods Q060, Q061
Not applicable

AS 1289.1.4.1, 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.