Back to Search Results


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 10
* Annex 12
* Annex 13
* Annex 14

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
    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 T203



    Bulk density;
    Compacted; Uncompacted;
    AS 1141.4; MR (Qld) Method Q221A; MR (Qld) Method Q221B


    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 Q208A; 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



    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
    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;
    Core; Cylinder;

    AS 1012.9, AS 1012.14

    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 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

    Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics
    Road pavements;
    Penetration depth; Texture depth;
    Ball embedment; Sand patch;
    Austroads Methods AGPT/T 250; AGPT/T251; MR (Qld) Method Q705; MR (Qld) Method Q706
    Evaluation of geotechnical and civil construction material - Soil classification
    Soils;
    Moisture content;
    Microwave oven;
    AS 1289.2.1.4


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


    Particle density;
    Not applicable;
    AS 1289.3.5.1; MR (Qld) Method Q109; MR (Qld) Method Q109A; MR (Qld) Method Q109B


    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 Q104A (2016), MR (Qld) Method Q104D, MR (Qld) Method Q104D (2016), MR (Qld) Method Q105, MR (Qld) Method Q252; RMS (NSW) Method T108, RMS (NSW) Method T109



    Moisture content;
    Correlation;
    AS 1289.2.3.1


    Fine particles in road materials; Sieve analysis;
    Fines ratio; Not applicable;

    AS 1289.3.6.1; MR (Qld) Method Q103A, MR (Qld) Method Q103B, MR (Qld) Method Q253; RMS (NSW) Method T106, RMS (NSW) Method T107



    Moisture content;
    Correlation; Relative moisture content; Sand bath;
    MR (Qld) Method Q010; MR (Qld) Method Q102B; MR (Qld) Method Q250


    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;
    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) Methods Q142A; Q142A (2014), Q142B. Q142C (2017), Q143, Q144A; RMS (NSW) Methods T111, T112, 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) Methods Q113A, Q113A (2016), Q113B, Q113B (2016), Q113C;Q113C (2016), 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;
    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


    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; Q134 (2014)



    Compaction;
    Vacuum saturation;
    MR (Qld) Method Q147B


    Compressive strength;
    Uniaxial unconfined;

    AS 5101.4; MR (Qld) Method Q115

    Sample collection
    Asphalts;
    Not applicable;
    Extraction of an asphalt core (dry technique); Extraction of an asphalt core (wet technique);
    AS 2891.1.2; MR (Qld) Method Q302A; MR (Qld) Method Q302B

    Concrete, grout and mortar;
    Not applicable;
    Fresh concrete from a mixer; Hardened concrete by coring;

    AS 1012.1, AS 1012.14


    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

    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, Q050 (2016)


    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) Methods Q060; Q060 (2014); MR (Qld) Method Q061

  • 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 10

  • 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 10, site no. 24529, is established  from 26 June 2018 until 30 June 2019 for the Flinders Highway Upgrade project for FKG Group, contract no. CN-7753.

  • 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 14

  • 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 14 is established from 18 March 2019 until 18 September 2019 for the PacConnect Pacific Motorway upgrade project for Highway Stabilisers, contract no. 90940206.