Mt Marrow Blue Metal Quarries Pty Ltd

Site

Mt Marrow Quarry Laboratory

Accreditation No.

9389

Site No.

9382

Date of Accreditation

16 Sep 1994

Address

237 Mt Marrow Quarry Road, Mt Marrow via
Haigslea, QLD 4306
Australia

Contact

Mr Rod Ward P: +61 (07) 54644644

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 Weak particles contaminants Sieve analysis

AS 1141.32

Clay and fine silt Settling

AS 1141.33

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Proportional calliper

AS 1141.14

Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

Shape Crushed faces

AS 1141.18

Shape Flakiness

AS 1141.15

MR (Qld) Method Q201

Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1

Shape Average least dimension

AS 1141.20.3

Particle size distribution Sieve analysis

AS 1141.11.1

Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Degradation factor on coarse aggregate AS 1141.25.2; MR (Qld) Method 208B
Evaluation of geotechnical and civil construction material - Soil classification Soils Moisture content Drying oven

AS 1289.2.1.1

Liquid limit Cone one point

MR (Qld) Method Q104D

Linear shrinkage Not applicable

AS 1289.3.4.1; MR (Qld) Method Q106

Liquid limit Cone four point

AS 1289.3.9.1

MR (Qld) Method Q104A

Plastic limit Not applicable

AS 1289.3.2.1; MR (Qld) Method Q105

Sieve analysis Not applicable

AS 1289.3.6.1; MR (Qld) method Q103A

Plasticity index Cone

AS 1289.3.3.2

MR (Qld) Method Q105

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1

MR (Qld) Method Q142B

Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1

MR (Qld) Method Q142A

Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

MR (Qld) Method Q144A

Compaction to nominated levels Not applicable

MR (Qld) Method Q145A

Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Remoulded specimens 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

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Cement content Heat of neutralisation

MR (Qld) Method Q134

Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck

AS 1141.3.1

MR (Qld) Method Q060

Not applicable Quarry aggregate from boulders

AS 1141.3.2

Not applicable Quarry aggregate from a rock spall

AS 1141.3.2

Soils Not applicable Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile

MR (Qld) Method Q060

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.