Back to Withdrawn Sites List


Address Details:
31 Guerassimoff Road
YARWUN, QLD 4694
AUSTRALIA Map

Availability:
Services available to external clients


Scope of Accreditation Withdrawn- 31 Oct 2019  View and Print Scope of Accreditation Printable version

Note: Not all of the columns of the scope of accreditation displayed include data.
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.

ISO/IEC 17025 (2005)
Infrastructure and Asset Integrity
SERVICEPRODUCTDETERMINANTTECHNIQUEPROCEDURELIMITATION / RANGE
Evaluation of geotechnical and civil construction material - Aggregate contaminants
Aggregates;
Organic impurities;
Settling;
AS 1141.34


Clay and fine silt;
Settling;
AS 1141.33
Evaluation of geotechnical and civil construction material - Aggregate properties
Aggregates;
Ten percent fines value;
Wet;
MR (Qld) Method Q205B


Particle size distribution;
Sieve analysis;
AS 1141.11.1


Ten percent fines value;
Dry;
MR (Qld) Method Q205A


Shape;
Flakiness;
AS 1141.15; MR (Qld) Method Q201


Particle size distribution;
Sieve analysis of material finer than 75 μm;
AS 1141.12


Soundness;
Degradation factor on coarse aggregate;
MR (Qld) Method Q208B


Wet/dry strength variation;
Not applicable;
AS 1141.22; MR (Qld) Method Q205C
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in-situ
Concrete, grout and mortar;
Slump flow;
Cone;
AS 1012.3.1
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties
Concrete, grout and mortar;
Mass per unit volume - Hardened concrete;
Dimensions;
AS 1012.12.1


Compressive strength;
Cylinder;
AS 1012.9
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing
Concrete, grout and mortar;
Specimen manufacture and curing;
In-situ manufacture and curing of cylindrical specimens; Manufacture and curing of cylindrical specimens in the laboratory;
AS 1012.8.1
Evaluation of geotechnical and civil construction material - Soil classification
Soils;
Plasticity index;
Casagrande;
AS 1289.3.3.1


Cone plasticity index;
Not applicable;
AS 1289.3.3.2


Sieve analysis;
Not applicable;
AS 1289.3.6.1; MR (Qld) Method Q103A; MR (Qld) Method Q103B


Plastic limit;
Not applicable;
AS 1289.3.2.1; MR (Qld) Method Q105


Linear shrinkage;
Not applicable;
AS 1289.3.4.1; MR (Qld) Method Q106


Liquid limit;
Casagrande four point; Casagrande one point; Cone four point; Cone one point;
AS 1289.3.1.1; AS 1289.3.1.2; AS 1289.3.9.1; MR (Qld) Method Q104A; MR (Qld) Method Q104D


Moisture content;
Drying oven;
AS 1289.2.1.1; MR (Qld) Method Q102A


Plasticity index;
Cone;
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


Assignment of OMC/MDD;
Not applicable;
AS 1289.5.4.2; MR (Qld) Method Q144A


Dry density/moisture content relationship;
Rapid;
MR (Qld) Method Q142C


Oversize material;
Oversize material treatment;
MR (Qld) Method Q143


Compaction to nominated levels;
Not applicable;
MR (Qld) Method Q145A


Dry density/moisture content relationship;
Standard compactive effort;
AS 1289.5.1.1; MR (Qld) Method Q142A
Evaluation of geotechnical and civil construction material - Soil engineering 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 field density
Soils;
Dry density ratio;
Calculation;
AS 1289.5.4.1


Degree of saturation;
Not applicable;
MR (Qld) Method Q146


Density - In-situ;
Sand-cone;
AS 1289.5.3.1; MR (Qld) Method Q141B


Moisture ratio;
Measured;
AS 1289.5.4.1


Compaction control;
Hilf;
AS 1289.5.7.1


Relative compaction;
Not applicable;
MR (Qld) Method Q140A
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;
Laboratory stabilisation of soil;
Lime stabilisation;
MR (Qld) Method Q135A


Laboratory stabilisation of soil;
Cement;
MR (Qld) Method Q135A
Sample collection
Concrete, grout and mortar;
Not applicable;
Fresh concrete from a mixer; Fresh concrete from deposited concrete;
AS 1012.1

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


Not applicable;
Aggregate from a bin; Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck; Aggregate from a windrow;
AS 1141.3.1; MR (Qld) Method Q050; MR (Qld) Method Q060

Soils;
Not applicable;
Site selection - Random stratified sampling;
AS 1289.1.4.2; MR (Qld) Method Q050


Not applicable;
Site selection - Random sampling;
AS 1289.1.4.1; MR (Qld) Method Q050


Not applicable;
Disturbed sampling from earthwork; Disturbed soil sampling from a face; Disturbed soil sampling from an open-drive; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling in-situ;
AS 1289.1.2.1; MR (Qld) Method Q060


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