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Address Details:
4 Stradbroke Street
ROCKVILLE, QLD 4350
AUSTRALIA Map
http://www.qcts.net.au/

Contact Details:
Mr Mark Jackman
+61 0407979759

Availability:
Services available to external clients

Attached Departments:

* Annex 12
* Annex 13
* Annex 16

SCOPE OF ACCREDITATION   View and Print Scope of Accreditation Printable version

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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.
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ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
SERVICEPRODUCTDETERMINANTTECHNIQUEPROCEDURELIMITATION / RANGE
Accreditation is held to establish new branch sites
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;
Miles Branch Site
2/30628 Warrego Highway
 Miles Qld 4415
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;

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; Organic impurities;
Settling;
AS 1141.33; AS 1141.34


Weak particles contaminants;
Sieve analysis;

AS 1141.32; MR (Qld) Method Q217

Evaluation of geotechnical and civil construction material - Aggregate properties
Aggregates;
Particle density of fine aggregate;
Weighing-in-water;
AS 1141.5
MR (Qld) Method Q214A


Particle size distribution;
Fines ratio; Sieve analysis; Sieve analysis of material finer than 75 μm;
AS 1141.11.1; AS 1141.12; MR (Qld) Method Q253; RMS (NSW) Method T201, RMS (NSW) Method T203


Bulk density;
Compacted; Uncompacted;
AS 1141.4


Particle density of coarse aggregate;
Weighing-in-water;
AS 1141.6.1; MR (Qld) Method Q214; MR (Qld) Method Q214B


Shape;
Flakiness; Proportional calliper;
AS 1141.14


Shape;
Crushed faces;
AS 1141.18; MR (Qld) Method Q215


Soundness;
Degradation factor on coarse aggregate; Degradation factor on fine aggregate; Degradation factor on source rock;
AS 1141.25.1, AS 1141.25.2; MR (Qld) Method Q208B


Shape;
Average least dimension; Flakiness;

AS 1141.15, AS 1141.20.1, AS 1141.20.2, AS 1141.20.3; MR (Qld) Q201; MR (Qld) Method Q202



Abrasion resistance;
Los Angeles machine value;
AS 1141.23


Wet/dry strength variation;
Not applicable;
AS 1141.22; MR (Qld) Methods Q205A. Q205B, Q205C
Evaluation of geotechnical and civil construction material - Asphalt field density
Asphalts;
Characteristic density ratio; Characteristic values; Density ratio and air voids;
Not applicable;
AS 2891.14.5; MR (Qld) Method Q020; MR (Qld) Method Q314
Evaluation of geotechnical and civil construction material - Asphalt performance
Asphalts;
Resilient modulus;
Indirect tensile;
AS 2891.13.1
Evaluation of geotechnical and civil construction material - Asphalt volumetric properties
Asphalts;
Binder absorption; Binder film index; Bulk density; Sample preparation; Voids and density relationship;
Calculation; Mensuration; Presaturation; Silicone sealing;
AS 2891.8; AS 2891.9.2; AS 2891.9.3; MR (Qld) Method Q303A; MR (Qld) Method Q306B; MR (Qld) Method Q306C; MR (Qld) Method Q306D; MR (Qld) Method Q311
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; RMS (NSW) Method T301
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; RMS (NSW) Method T316


Compressive strength; Specimen preparation;
Core; Cylinder;
AS 1012.9, AS 1012.14; RMS (NSW) Method T305, RMS (NSW) Method T306, RMS (NSW) Method T310
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing
Concrete, grout and mortar;
Specimen conditioning; Specimen manufacture and curing;
Curing cylinder specimens in the laboratory; Curing flexural strength specimens in the laboratory; Curing grout and mortar cube specimens in the laboratory; Manufacture and curing of cylindrical specimens in the laboratory; Wet conditioning of hardened concrete core specimens;
AS 1012.8.1, AS 1012.14; RMS (NSW) Method T304, 
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics
Road pavements;
Penetration depth; Texture depth;
Ball embedment; Sand patch;
Austroads Method AGPT/T 250, Austroads Method AGPT/T251
Evaluation of geotechnical and civil construction material - Soil classification
Soils;
Moisture content;
Microwave oven;
AS 1289.2.1.4; RMS (NSW) Method T180


Moisture content;
Drying oven; Hot plate;
AS 1289.2.1.1, AS 1289.2.1.6; MR (Qld) Method Q102A (2016), MR (Qld) Method Q102D (2016); RMS (NSW) Method T120


Particle density;
Not applicable;
AS 1289.3.5.1


Cone plasticity index; Liquid limit; Plasticity index; Plastic limit; Weighted plasticity index;
Casagrande; Cone;
AS 1289.3.1.1; AS 1289.3.1.2; AS 1289.3.2.1; AS 1289.3.3.1; AS 1289.3.3.2; AS 1289 3.9.1; AS 1289.3.9.2; MR (Qld) Method Q104A, MR (Qld) Method Q104D, MR (Qld) Method Q105, MR (Qld) Method Q252; RMS (NSW) Method T108, RMS (NSW) Method T109


Moisture content;
Correlation;
AS 1289.2.3.1; RMS (NSW) Method T2105


Fine particles in road materials; Sieve analysis;
Fines ratio; Not applicable;
AS 1289.3.6.1; MR (Qld) Method Q103A, MR (Qld) Method Q253; RMS (NSW) Method T106, RMS (NSW) Method T107


Moisture content;
Correlation; Hot plate; Relative moisture content; Sand bath;
MR (Qld) Method Q010 (2014), MR (Qld) Method Q102B (2016), MR (Qld) Method Q250; RMS (NSW) Method T121


Linear shrinkage;
Not applicable;
AS 1289.3.4.1; MR (Qld) Method Q106; RMS (NSW) Method T113
Evaluation of geotechnical and civil construction material - Soil compaction characteristics
Soils;
Maximum dry density; Minimum and maximum dry density;
Not applicable;
AS 1289.5.5.1; RMS (NSW) Method T164


Assignment of OMC/MDD; Dry density/moisture content relationship; Oversize material;
Modified compactive effort; Oversize material treatment; Rapid; Standard compactive effort; Three compaction point;
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 Q142C (2017), MR (Qld) Method Q143, MR (Qld) Method Q144A; RMS (NSW) Method T111, RMS (NSW) Method T112, RMS (NSW) Method T130, RMS (NSW) Method T162


Compaction to nominated levels;
Not applicable;
MR (Qld) Method Q145A
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; RMS (NSW) Method T117


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


Dispersion;
Emerson class; Field dispersion indicator - Clouding; Field dispersion indicator - Slaking; Water repellency;

AS 1289.3.8.1; MR (Qld) Method Q160, MR (Qld) Method Q161, MR (Qld) Method Q162



Resilient modulus;
Permanent deformation;
MR (Qld) Method Q139
RMS (NSW) Method T154
Austroads Method AGPT/T305
Evaluation of geotechnical and civil construction material - Soil field density
Soils;
Density index;
Not applicable;
AS 1289.5.6.1


Characteristic field density values; Compaction control; Degree of saturation; Density - In-situ; Dry density ratio; Field moisture content; Moisture ratio; Relative compaction;
Calculation; Hilf; Nuclear gauge; Sand-cone;
AS 1289.5.3.1; AS 1289.5.4.1, AS 1289.5.7.1; AS 1289.5.8.1; MR (Qld) Methods Q020, Q140A, Q141A, Q141B, Q146; MR (Qld) Methods NGTM N01; N02; N03; RMS (NSW) Methods T119, T166, T173
Evaluation of geotechnical and civil construction material - Soil natural contaminants
Soils;
Acidity;
pH;
AS 1289.4.3.1
RMS (NSW) Method T123
Evaluation of geotechnical and civil construction material - Soil pre-treatment
Soils;
Soil pre-treatment;
Not applicable;
MR (Qld) Method Q101; MR (Qld) Method Q101A; MR (Qld) Method Q101B; MR (Qld) Method Q101C; MR (Qld) Method Q101D; MR (Qld) Method Q101E; MR (Qld) Method Q101F


Soil pre-treatment;
Repeated compaction pre-treatment;
AS 1289.1.1; MR (Qld) Method Q101: RMS (NSW) Methods T102, T105
Evaluation of geotechnical and civil construction material - Soil stabilisation
Soils;
Lime demand; Stabiliser working time;
Not applicable;
MR (Qld) Method Q133; MR (Qld) Method Q136B; RMS (NSW) Method T144


Stabiliser rate of spread rate;
In-situ measurement;
MR (Qld) Method Q719


Sample preparation;
Cement stabilisation; Foamed bitumen stabilisation; Foamed bitumen stabilisation - Field; Foamed bitumen stabilisation - Laboratory; Lime stabilisation; UCS specimens - Field mix; UCS specimens - Laboratory mix;
AS 5101.2.2; MR (Qld) Method Q135A, MR (Qld) Method Q135B, MR (Qld) Method Q135C, MR (Qld) Method Q138 (2017), MR (Qld) Method Q138A, MR (Qld) Method Q138B, MR (Qld) Method Q251A, MR (Qld) Method Q251B


Stabiliser working time;
Not applicable;
MR (Qld) Method Q136A; RMS (NSW) Method T147


Laboratory stabilisation of soil;
Foamed bitumen;

RMS (NSW) Method T153
Austroads Methods AGPT/T301, AGPT/T302, AGPT/T303



Cement content;
Heat of neutralisation;
AS 5101.3.3; MR (Qld) Method Q134; RMS (NSW) Method T137


Compaction;
Vacuum saturation;
MR (Qld) Method Q147B


Compressive strength;
Uniaxial unconfined;
AS 5101.4; MR (Qld) Method Q115; RMS (NSW) Method T116, RMS (NSW) Method T131
Sample collection
Asphalts;
Not applicable;
Extraction of an asphalt core (dry technique); Extraction of an asphalt core (wet technique);
AS 2891.1.2

Concrete, grout and mortar;
Not applicable;
Fresh concrete from a mixer; Hardened concrete by coring;
AS 1012.1, AS 1012.14; RMS (NSW) Method T300

Aggregates;
Not applicable;
Aggregate from a bin; Aggregate from a conveyor belt; Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck; Aggregate from a windrow; Disturbed soil sampling from a pavement;
AS 1141.3.1; RMS (NSW) Method T100

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;
Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Site selection by spot sampling;
AS 1289.1.2.1; MR (Qld) Method Q060, MR (Qld) Method Q061; RMS (NSW) Method T100

ISO/IEC 17025 (2017)
Materials
SERVICEPRODUCTDETERMINANTTECHNIQUEPROCEDURELIMITATION / RANGE
Sample collection
Bituminous materials;
Not applicable;
Residual bitumens from tanks, tankers and drums;
MR (Qld) Method Q080 Clause 5 Bulk storage - sampling during transfer or circulation
  • Annex 12

  • ISO/IEC 17025 (2017)
    Infrastructure and Asset Integrity

    SERVICEPRODUCTDETERMINANTTECHNIQUEPROCEDURELIMITATION/RANGE
    Annex facility
    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;
    Annex 12, site no. 24806, is established  from 23 January 2019 until 23 July 2019 for the Bruce Highway Gympie Safety Upgrade project from Fleming Road to Fisherman's Pocket for Hazell Brothers, contract no. N18090.

  • Annex 13

  • ISO/IEC 17025 (2017)
    Infrastructure and Asset Integrity

    SERVICEPRODUCTDETERMINANTTECHNIQUEPROCEDURELIMITATION/RANGE
    Annex facility
    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;
    Annex 13 is established from 18 March 2019 until 30 June 2021 for the Newell Highway upgrade from Mungle Back Creek to Boggabilla project for ASCT, contract no. 7812.27.22-QCTS.

  • Annex 16

  • ISO/IEC 17025 (2017)
    Infrastructure and Asset Integrity

    SERVICEPRODUCTDETERMINANTTECHNIQUEPROCEDURELIMITATION/RANGE
    Annex facility
    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;
    Annex 16 is established from 16 May 2019 until 16 July 2019 for the Ravenswood State School Civil project for the FKG Group, contract number VI9002-22.