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National Association of Testing Authorities, Australia

SCOPE OF ACCREDITATION



Quality Control Testing Services
QCTS TOOWOOMBA
| Accreditation Number: 19673 | Site Number: 22850 |

Date of Accreditation: 17/07/2015

Address Details:
4 Stradbroke Street
ROCKVILLE, QLD 4350
AUSTRALIA
Website: http://www.qcts.net.au/
Contact Details:
Mr Mark Jackman
+61 0407979759


Availability:Services available to external clients



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 sitesMaterials defined by all or some for which the site is accreditedDeterminations defined by all or some for which the site is accreditedTechniques defined by all or some for which the site is accredited
Sunshine Coast Branch Site (Site no. 24937)



Establishment of annex facilitiesMaterials defined by all or some for which the site is accreditedDeterminations defined by all or some for which the site is accredited
Evaluation of geotechnical and civil construction material - Aggregate abrasionAggregatesAbrasion resistanceLos Angeles machine value
Evaluation of geotechnical and civil construction material - Aggregate binder adhesionAggregatesDegree of precoatingNot applicableMR (Qld) Method Q216

Evaluation of geotechnical and civil construction material - Aggregate contaminantsAggregatesClay and fine silt; Organic impurities; SettlingAS 1141.33; AS 1141.34

Weak particles contaminantsSieve analysisAS 1141.32

Evaluation of geotechnical and civil construction material - Aggregate propertiesAggregatesParticle density of fine aggregateWeighing-in-waterAS 1141.5

Particle size distributionFines 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 densityCompacted; Uncompacted; AS 1141.4
Particle density of coarse aggregateWeighing-in-waterAS 1141.6.1

ShapeFlakiness; Proportional calliper; AS 1141.14

ShapeCrushed facesAS 1141.18

ShapeAverage least dimension; Flakiness; AS 1141.15, AS 1141.20.1, AS 1141.20.2, AS 1141.20.3, MR (Qld) Method Q201

Evaluation of geotechnical and civil construction material - Aggregate soundnessAggregatesSoundnessDegradation factor on coarse aggregate; Degradation factor on source rock; AS 1141.25.1, AS 1141.25.2; MR (Qld) Method Q208B

Evaluation of geotechnical and civil construction material - Aggregate strengthAggregatesWet/dry strength variationNot applicableAS 1141.22

Evaluation of geotechnical and civil construction material - Asphalt adhesion and strippingAsphaltsBinder paste drain-offNot applicableAustroads Method AGPT/T235; MR (Qld) Method Q310
Evaluation of geotechnical and civil construction material - Asphalt extraction and gradingAsphaltsBitumen content and aggregate gradingRefluxAS/NZS 2891.3.1, MR (Qld) Method Q308A
Evaluation of geotechnical and civil construction material - Asphalt field densityAsphaltsCharacteristic density ratio; Characteristic values; Density ratio and air voids; Not applicableAS/NZS 2891.14.5, MR (Qld) Method Q020, MR (Qld) Method Q314
Evaluation of geotechnical and civil construction material - Asphalt mechanical propertiesAsphaltsMarshall stability and flowNot applicableAS/NZS 2891.5, MR (Qld) Method Q305
Evaluation of geotechnical and civil construction material - Asphalt mix designAsphaltsMix compositionMarshall methodMR (Qld) Method Q309

Evaluation of geotechnical and civil construction material - Asphalt performanceAsphaltsResilient modulusIndirect tensileAS/NZS 2891.13.1
Evaluation of geotechnical and civil construction material - Asphalt volumetric propertiesAsphaltsBinder absorption; Binder film index; Bulk density; Sample preparation; Voids and density relationship; Calculation; Mensuration; Presaturation; Silicone sealing; Waxing; AS/NZS 2891.8, AS/NZS 2892.9.1, AS/NZS 2891.9.2, AS/NZS 2891.9.3, MR (Qld) Method Q303A, MR (Qld) Method Q306B, MR (Qld) Method Q311
Maximum densityWater displacementAS/NZS 2891.7.1, MR (Qld) Method Q307A
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in-situConcrete, grout and mortarSlump flowConeAS 1012.3.1; RMS (NSW) Method T301

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar propertiesConcrete, grout and mortarMass per unit volume - Hardened concreteDimensionsAS 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 curingConcrete, grout and mortarSpecimen 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 characteristicsRoad pavementsPenetration depth; Texture depth; Ball embedment; Sand patch; Austroads Method AGPT/T 250, Austroads Method AGPT/T251
Evaluation of geotechnical and civil construction material - Soil classificationSoilsMoisture contentMicrowave ovenAS 1289.2.1.4; RMS (NSW) Method T180
Moisture contentDrying oven; Hot plate; AS 1289.2.1.1, AS 1289.2.1.6, MR (Qld) Method Q102A (2016), RMS (NSW) Method T120

Particle densityNot applicableAS 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 contentCorrelationAS 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 contentHot plate; Relative moisture content; Sand bath; MR (Qld) Method Q250, RMS (NSW) Method T121
Linear shrinkageNot applicableAS 1289.3.4.1; MR (Qld) Method Q106; RMS (NSW) Method T113

Evaluation of geotechnical and civil construction material - Soil compaction characteristicsSoilsMaximum dry density; Minimum and maximum dry density; Not applicableAS 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 Q143, MR (Qld) Method Q144A, RMS (NSW) Method T111, RMS (NSW) Method T112, RMS (NSW) Method T130, RMS (NSW) Method T162

Compaction to nominated levelsNot applicableMR (Qld) Method Q145A
Evaluation of geotechnical and civil construction material - Soil dispersionSoilsDispersionEmerson class; Field dispersion indicator - Clouding; Field dispersion indicator - Slaking; AS 1289.3.8.1; MR (Qld) Method Q160, MR (Qld) Method Q161, MR (Qld) Method Q162

Evaluation of geotechnical and civil construction material - Soil field densitySoilsDensity indexNot applicableAS 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 in-situ penetrationSoilsPenetration in-situDynamic coneAS 1289.6.3.2; MR (Qld) Method Q114B

Evaluation of geotechnical and civil construction material - Soil laboratory bearing propertiesSoilsBearing ratioRemoulded specimensAS 1289.6.1.1, MR (Qld) Method Q113A, MR (Qld) Method Q113B, MR (Qld) Method Q113C; RMS (NSW) Method T117

Evaluation of geotechnical and civil construction material - Soil modulus and deformationSoilsResilient modulusPermanent deformationMR (Qld) Method Q139, MR (Qld) Method Q139 (2017), RMS (NSW) Method T154, Austroads Method AGPT/T305

Evaluation of geotechnical and civil construction material - Soil natural contaminantsSoilsAciditypHAS 1289.4.3.1
RMS (NSW) Method T123

Evaluation of geotechnical and civil construction material - Soil pre-treatmentSoilsSoil pre-treatmentNot applicableMR (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-treatmentRepeated compaction pre-treatmentAS 1289.1.1; MR (Qld) Method Q101: RMS (NSW) Methods T102, T105

Evaluation of geotechnical and civil construction material - Soil stabilisationSoilsLime demand; Stabiliser working time; Not applicableMR (Qld) Method Q133; MR (Qld) Method Q136B; RMS (NSW) Method T144
Stabiliser rate of spread rateIn-situ measurementMR (Qld) Method Q719
Sample preparationCement 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 timeNot applicableMR (Qld) Method Q136A; RMS (NSW) Method T147
Bitumen contentNot applicableMR (Qld) Method Q118
Laboratory stabilisation of soilFoamed bitumen

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


Cement contentHeat of neutralisationAS 5101.3.3; MR (Qld) Method Q134; RMS (NSW) Method T137

CompactionVacuum saturationMR (Qld) Method Q147B, MR (Qld) Method Q147B (2017)
Compressive strengthUniaxial unconfinedAS 5101.4; MR (Qld) Method Q115; RMS (NSW) Method T116, RMS (NSW) Method T131

Sample collectionAsphaltsNot applicableExtraction of an asphalt core - Dry technique; Extraction of an asphalt core - Wet technique; Loose asphalt; AS/NZS 2891.1.1, AS 2891.1.2
Concrete, grout and mortarNot applicableFresh concrete from a mixer; Hardened concrete by coring; AS 1012.1, AS 1012.14; RMS (NSW) Method T300

AggregatesNot applicableAggregate 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

SoilsNot applicableSite selection - Random sampling; Site selection - Random stratified sampling; AS 1289.1.4.1; AS 1289.1.4.2; 
MR (Qld) Method Q050; MR (Qld) Method Q050 (2017)

Not applicableDisturbed 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 Q060 (2017); MR (Qld) Method Q061; MR (Qld) Method Q061 (2017)
RMS (NSW) Method T100


ISO/IEC 17025 (2017)
Materials

SERVICEPRODUCTDETERMINANTTECHNIQUEPROCEDURELIMITATION/RANGE
Bituminous materialsNot applicableResidual bitumens from tanks, tankers and drumsMR (Qld) Method Q080

Annex 26 Gympie

ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
SERVICEPRODUCTDETERMINANTTECHNIQUEPROCEDURELIMITATION/RANGE
Annex facilityMaterials defined by all or some for which the site is accreditedDeterminations defined by all or some for which the site is accreditedTechniques defined by all or some for which the site is accreditedAnnex 26 Gympie is established from 30 November 2020 until 30 June 2021 for the Gympie to Maryborough Intersection Upgrade project for Hazell Bros Group, contract number Q20080-19.

Annex 29 Bowen

ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
SERVICEPRODUCTDETERMINANTTECHNIQUEPROCEDURELIMITATION/RANGE
Annex facilityMaterials defined by all or some for which the site is accreditedDeterminations defined by all or some for which the site is accreditedTechniques defined by all or some for which the site is accreditedAnnex 29 Bowen is established from 1 February 2021 until 30 April 2022 for the Bruce Highway 10K (Bowen-Ayr) Overtaking Lanes project for FK Gardner & Sons Pty Ltd, contract no. CN-13601.

Annex 30 Miles

ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
SERVICEPRODUCTDETERMINANTTECHNIQUEPROCEDURELIMITATION/RANGE
Annex facilityMaterials defined by all or some for which the site is accreditedDeterminations defined by all or some for which the site is accreditedTechniques defined by all or some for which the site is accreditedAnnex 30 Miles is established from 6 April 2021 until 31 August 2021 for 18D Warrego Highway Drillham - Dulacca Ch 21000 - Ch 41750 project for Roadtek, contract no. CN-16266.

Annex 31 Shoalwater Bay

ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
SERVICEPRODUCTDETERMINANTTECHNIQUEPROCEDURELIMITATION/RANGE
Annex facilityMaterials defined by all or some for which the site is accreditedDeterminations defined by all or some for which the site is accreditedTechniques defined by all or some for which the site is accreditedAnnex 31 Shoalwater Bay is established from 11 May 2021 until 20 December 2021 for the Shoalwater Bay Training Area Remediation - Creek Crossing project for FKG Civil Pty Ltd, contract number V21003-07A.

Annex 32 Hughenden

ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
SERVICEPRODUCTDETERMINANTTECHNIQUEPROCEDURELIMITATION/RANGE
Annex facilityMaterials defined by all or some for which the site is accreditedDeterminations defined by all or some for which the site is accreditedTechniques defined by all or some for which the site is accreditedAnnex 32 is established from 20 May 2021 until 20 August 2021 for the Wide Centreline Treatment Works Flinders Highway 14C project for the Flinders Shire Council, contract number CN-16058.
| Accreditation Number: 19673 | Site Number: 22850 | Printed on : 15-Jun-2021

 

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