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Address Details:
9 Virginia Street
GEEBUNG, QLD 4034
AUSTRALIA Map
www.sqs.net.au

Contact Details:
Ms Kerrina Christiansen
+61(07) 32848766

Availability:
Services available to external clients

SCOPE OF ACCREDITATION   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 (2017)
Infrastructure and Asset Integrity
SERVICEPRODUCTDETERMINANTTECHNIQUEPROCEDURELIMITATION / RANGE
Establishment of annex facilities
Materials defined by all or some for which the site is accredited;
Determinations defined by all or some for which the site is accredited;
Techniques defined by all or some for which the site is accredited;
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;
Clay and fine silt;
Settling;
AS 1141.33


Weak particles contaminants;
Sieve analysis;
AS 1141.32


Evaluation of geotechnical and civil construction material - Aggregate properties
Aggregates;
Wet/dry strength variation;
Not applicable;
AS 1141.22




Soundness;
Degradation factor on coarse aggregate;
AS 1141.25.2, MR (Qld) Method Q208B


Particle size distribution;
Sieve analysis;
AS 1141.11.1


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


Particle density of coarse aggregate;
Weighing-in-water;
AS 1141.6.1


Soundness;
Exposure to sodium sulfate solution;
AS 1141.24


Water absorption of fine aggregate;
Not applicable;
AS 1141.5


Bulk density;
Uncompacted;
AS 1141.4


Shape;
Crushed faces;
AS 1141.18


Shape;
Average least dimension;
AS 1141.20.3, MR (Qld) Method Q202(2014)


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


Particle density of fine aggregate;
Weighing-in-water;
AS 1141.5


Bulk density;
Compacted;
AS 1141.4


Abrasion resistance;
Los Angeles machine value;
AS 1141.23


Aggregate crushing value;
Not applicable;
AS 1141.21


Shape;
Proportional calliper;
AS 1141.14


Water absorption of coarse aggregate;
Not applicable;
AS 1141.6.1
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


Mass per unit volume - Fresh concrete;
In-situ measurement using fixed volume measure;
AS 1012.5


Compressive strength;
Cube; 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;
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


Liquid limit;
Casagrande four point;
AS 1289.3.1.1


Sieve analysis;
Fines ratio;
MR (Qld) Method Q253


Moisture content;
Drying oven; Relative moisture content;
AS 1289.2.1.1; MR (Qld) Method Q250; RMS (NSW) Method T120


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


Particle density;
Not applicable;
AS 1289.3.5.1


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


Liquid limit;
Casagrande one point;
AS 1289.3.1.2


Liquid limit;
Cone one point;
AS 1289.3.9.2, MR (Qld) Method Q104D


Plasticity index;
Casagrande;
AS 1289.3.3.1


Plasticity index;
Cone;
AS 1289.3.3.2, MR (Qld) Method Q105


Weighted plasticity index;
Not applicable;
MR (Qld) Method Q252
Evaluation of geotechnical and civil construction material - Soil compaction characteristics
Soils;
Compaction to nominated levels;
Not applicable;
MR (Qld) Method Q145A


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


Dry density/moisture content relationship;
Standard compactive effort;
AS 1289.5.1.1, MR (Qld) Method Q142A


Minimum and maximum dry density;
Not applicable;
AS 1289.5.5.1


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


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 engineering properties
Soils;
Dispersion;
Emerson class;
AS 1289.3.8.1


Permeability;
Falling head for a remoulded specimen;
AS 1289.6.7.2


Dispersion;
Pinhole;
AS 1289.3.8.3


Penetration in-situ;
Perth sand penetrometer;
AS 1289.6.3.3


Bearing ratio;
Remoulded specimens;
AS 1289.6.1.1, MR (Qld) Method Q113A, MR (Qld) Method Q113B, MR 9Qld) Method Q113C


Penetration in-situ;
Dynamic cone;
AS 1289.6.3.2, MR (Qld) Method Q114B


Reactivity;
Shrink/swell;
AS 1289.7.1.1
Evaluation of geotechnical and civil construction material - Soil field density
Soils;
Moisture ratio;
Measured;
AS 1289.5.4.1


Compaction control;
Hilf;
AS 1289.5.7.1


Relative compaction;
Not applicable;
MR (Qld) Method Q140A


Field moisture content;
Nuclear gauge;
AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) NGTM Method N02


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


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


Characteristic field density values;
Not applicable;
MR (Qld) Method Q020


Dry density ratio;
Calculation;
AS 1289.5.4.1


Density - In-situ;
Nuclear gauge;
AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) NGTM Method N01, MR (Qld) NGTM Method N03


Density index;
Not applicable;
AS 1289.5.6.1
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, MR (Qld) Method Q101C, MR (Qld) Method Q101D, MR (Qld) Method Q101E (2017), MR (Qld) Method Q101F, RMS (NSW) Method T102, RMS (NSW) Method T105


Soil pre-treatment;
Accelerated weathering pre-treatment;
RMS (NSW) Method T103
Evaluation of geotechnical and civil construction material - Soil stabilisation
Soils;
Absorption, swell and capillary rise of compacted materials;
Not applicable;
MR (Qld) Method Q125D


Laboratory stabilisation of soil;
Cement; Lime stabilisation;
MR (Qld) Method Q135A


Curing of moulded specimens;
Not applicable;
MR (Qld) Method Q135B


Cement content;
Heat of neutralisation;
MR (Qld) Method Q134


Compressive strength;
Uniaxial unconfined;
MR (Qld) Method Q115


Stabiliser working time;
Not applicable;
MR (Qld) Method Q136


Sample preparation;
UCS specimens - Field mix; UCS specimens - Laboratory mix;
MR (Qld) Method Q251A, MR (Qld) Method Q251B
SUSPENDED


Lime demand;
Not applicable;
MR (Qld) Method Q133, RMS (NSW) Method T144
Sample collection
Concrete, grout and mortar;
Not applicable;
Fresh concrete from a mixer; Fresh concrete from deposited concrete;
AS 1012.1


Not applicable;
Hardened concrete by coring;
AS 1012.14

Aggregates;
Not applicable;
Aggregate from a pavement; Aggregate from a stockpile;
AS 1141.3.1, MR (Qld) Method Q060


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

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


Not applicable;
Disturbed sampling from earthwork; 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 - 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