Karreman Quarries Pty Ltd

Site

Mt Cotton Laboratory

Accreditation No.

9874

Site No.

9867

Date of Accreditation

11 Aug 1995

Address

616 - 632 West Mt Cotton Road
Sheldon, QLD 4157
Australia

karreman.com.au

Contact

Mr Joshua Bell P: +61 0428446491

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
Resistance to stripping Modified plate MR (Qld) Method Q212B
Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Foreign material in recycled aggregate Manual classification MR (Qld) Method Q477
Clay and fine silt; Weak particles contaminants Settling; Sieve analysis

AS 1141.32, AS 1141.33, MR (Qld) Method Q217 (2014)

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates 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, MR (Qld) Method Q215 (2014)

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

Particle size distribution Particle size distribution of rock; Rock shape MR (Qld) Method Q230  (except clause 6.2)
Particle size distribution Sieve analysis; Sieve analysis of material finer than 75 µm

AS 1141.11.1; AS 1141.12

Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Degradation factor on coarse aggregate; Degradation factor on source rock; Exposure to sodium sulfate solution AS 1141.24, AS 1141.25.1, AS 1141.25.2, MR (Qld) Method Q208B
Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Wet/dry strength variation Not applicable MR (Qld) Method Q205A (2014), MR (Qld) Method Q205B (2014)
Wet/dry strength variation Not applicable AS 1141.22, MR (Qld) Method Q205C (2014)
Evaluation of geotechnical and civil construction material - Soil classification Soils Porosity Not applicable

ASTM F1815-06 Test Method A

Cone plasticity index; Linear shrinkage; Liquid limit; Plastic limit; Plasticity index; Weighted plasticity index Casagrande four point; Casagrande one point; Cone four point; Cone one point

AS 1289.3.1.1, AS 1289.3.1.2, AS 1289.3.3.1, AS 1289.3.4.1, MR (Qld) Method Q104A, MR (Qld) Method Q104D; MR (Qld) Method Q105, MR (Qld) Method Q106, MR (Qld) Method Q252

Sieve analysis Fines ratio

AS 1289.3.6.1, MR (Qld) Method Q103A, MR (Qld) Method Q253

Moisture content Correlation; Drying oven; Microwave oven

AS 1289.2.1.1, AS 1289.2.1.4, AS 1289.2.3.1

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Assignment of optimum moisture content/maximum dry density (OMC/MDD); Compaction to nominated levels; Dry density/moisture content relationship; Oversize material Modified compactive effort; Oversize material treatment; Standard compactive effort

AS 1289.5.1.1, AS 1289.5.2.1; AS 1289.5.4.2, MR (Qld) Method Q142A, MR (Qld) Method Q142B, MR (Qld) Method Q143, MR (Qld) Method Q144A, MR (Qld) Method Q145A

Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable AS 1289.5.4.2
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 natural contaminants Soils Acidity pH

AS 1289.4.3.1


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

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Stabiliser working time Cementitious stabilisation time

MR (Qld) Method Q136A

Cement content Heat of neutralisation

MR (Qld) Method Q134

Curing of moulded specimens Not applicable

MR (Qld) Method Q135B

Compressive strength Uniaxial unconfined

MR (Qld) Method Q115

Sample preparation UCS specimens - Field mix; UCS specimens - Laboratory mix MR (Qld) Method Q251A, MR (Qld) Method Q251B
Laboratory stabilisation of soil Cement; Lime stabilisation

MR (Qld) Method Q135A

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

AS 1141.3.1, AS 1289.1.2.1, MR (Qld) Method Q060

Soils Not applicable Site selection - Random sampling; Site selection - Random stratified sampling

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

Not applicable Site selection by spot sampling MR (Qld) Method Q061

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.