Department of Transport and Main Roads

Site

Materials Services – Townsville

Accreditation No.

2302

Site No.

2686

Date of Accreditation

02 Aug 1989

Address

Gate 1, Jurekey Street
Cluden, QLD 4811
Australia

tmr.qld.gov.au

Contact

Mr Colin Wood P: +61 (07) 44218843

Availability

Services conditionally available to external clients

Department of Transport and Main Roads address map

Scope of Accreditation

Print scopes
Materials Services – Townsville

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
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 Weak particles contaminants Sieve analysis

AS 1141.32

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Sieve analysis AS 1141.11.1
Shape Average least dimension; Crushed faces; Flakiness

AS 1141.15,

MR (Qld) Method Q201,

AS 1141.18,
AS 1141.20.3
Bulk density; Particle density of coarse aggregate; Particle density of fine aggregate; Water absorption of coarse aggregate; Water absorption of fine aggregate Uncompacted

AS 1141.4,

AS 1141.5,
AS 1141.6.1
Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Degradation factor on coarse aggregate MR (Qld) Method Q208B
Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Wet/dry strength variation Not applicable AS 1141.22
Evaluation of geotechnical and civil construction material - Asphalt extraction and grading Asphalts Moisture content Not applicable

AS/NZS 2891.10

Bitumen content and aggregate grading Reflux

MR (Qld) Method Q308A,

MR (Qld) Method Q308C

Evaluation of geotechnical and civil construction material - Asphalt field density Asphalts Density ratio and air voids Not applicable

MR (Qld) Method Q314

Field density Nuclear gauge backscatter mode

MR (Qld) Method NGTM N04, 

MR (Qld) Method NGTM N05, 

MR (Qld) Method Q306E

Evaluation of geotechnical and civil construction material - Asphalt specimen manufacture Asphalts Specimen conditioning Handling and conditioning

MR (Qld) Method Q303A,

MR (Qld) Method Q303B

Evaluation of geotechnical and civil construction material - Asphalt volumetric properties Asphalts Bulk density Mensuration; Presaturation; Silicone sealing

AS/NZS 2891.9.1, 

AS/NZS 2891.9.2, 

AS/NZS 2891.9.3, 

MR (Qld) Method Q306C

Maximum density Water displacement

AS/NZS 2891.7.1,

MR (Qld) Method Q307A

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 Compressive strength Core; Cylinder

AS 1012.9,

AS 1012.14
Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen manufacture and curing Curing cylinder specimens in the laboratory; In situ manufacture and curing of cylindrical specimens

AS 1012.8.1

Specimen conditioning Wet conditioning of hardened concrete core specimens

AS 1012.14

Evaluation of geotechnical and civil construction material - Road pavement profile Road pavements Surface evenness Two laser profilometer MR (Qld) Method Q708B
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics Road pavements Penetration depth; Texture depth Ball embedment; Sand patch

Austroads Method AGPT/T250,

Austroads Method AGPT/T251


Evaluation of geotechnical and civil construction material - Soil classification Soils Sieve analysis Fines ratio; Not applicable

AS 1289.3.6.1,

MR (Qld) Method Q103A, 

MR (Qld) Method Q252

Particle density Not applicable

AS 1289.3.5.1 (2006)

Moisture content Drying oven; Relative moisture content

AS 1289.2.1.1,

MR (Qld) Method Q250

Linear shrinkage; Liquid limit; Plastic limit; Plasticity index; Weighted plasticity index Casagrande; Casagrande four point; Casagrande one point; Cone; Cone four point; Cone one point

AS 1289.3.1.1, AS 1289.3.1.2,

AS 1289.3.2.1,

AS 1289.3.3.1,

AS 1289.3.4.1,

AS 1289.3.9.2,

MR (Qld) Method Q104A,  MR (Qld) Method Q104D,

MR (Qld) Method Q105,

MR (Qld) Method Q106,
MR (Qld) Method Q253
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Compaction to nominated levels Not applicable

MR (Qld) Method Q145A

Assignment of optimum moisture content/maximum dry density (OMC/MDD); Dry density/moisture content relationship Modified compactive effort; Standard compactive effort AS 1289.5.1.1,  MR (Qld) Method Q142A,
AS 1289.5.2.1, MR (Qld) Method Q142B,
AS 1289.5.4.2,  MR (Qld) Method Q144A
Oversize material Oversize material treatment

MR (Qld) Method Q143

Evaluation of geotechnical and civil construction material - Soil dispersion Soils Dispersion Emerson class AS 1289.3.8.1,
MR (Qld) Method Q168
Evaluation of geotechnical and civil construction material - Soil field density Soils Degree of saturation Not applicable

MR (Qld) Method Q146

Characteristic field density values Not applicable

MR (Qld) Method Q020

Density index; Relative compaction Not applicable

AS 1289.5.4.1,

AS 1289.5.6.1,

MR (Qld) Method Q140A

Density - In situ; Moisture - In situ Nuclear gauge

AS 1289.5.8.1, MR (Qld) Method Q141A,

MR (Qld) Method NGTM N01, MR (Qld) Method NGTM N02, MR (Qld) Method NGTM N03

Evaluation of geotechnical and civil construction material - Soil in situ penetration Soils Penetration in situ Dynamic cone AS 1289.6.3.2,
MR (Qld) Method Q114B
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Remoulded specimens AS 1289.6.1.1,
MR (Qld) Method Q113A,
MR (Qld) Method Q113C
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, MR (Qld) Method Q101F,

MR (Qld) Method Q101G, MR (Qld) Method Q101H, MR (Qld) Method Q101J
Evaluation of geotechnical and civil construction material - Soil sample preparation Soils Preparation of disturbed samples Not applicable MR (Qld) Method Q255
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Curing of moulded specimens; Sample preparation; Stabiliser working time Bituminous stabilisation time; Cement stabilisation; Cementitious stabilisation time; Lime stabilisation; Modified compaction - UCS (unconfined compression strength) specimens; Standard compaction - UCS (unconfined compression strength) specimens; UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix MR (Qld) Method Q135A,
MR (Qld) Method Q135B,
 MR (Qld) Method Q136A
MR (Qld) Method Q251A,
MR (Qld) Method Q251B

Cement content Heat of neutralisation

MR (Qld) Method Q134

Compressive strength Uniaxial unconfined MR (Qld) Method Q115
Lime demand Not applicable

MR (Qld) Method Q133

Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile

AS 1141.3.1, 

MR (Qld) Method Q060, 

MR (Qld) Method Q061

Asphalts Not applicable Extraction of an asphalt core - Dry technique; Extraction of an asphalt core - Wet technique

AS 2891.1.2

Not applicable Loose asphalt

AS/NZS 2891.1.1

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

Soils Not applicable Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Dry coring of bound materials

AS 1289.1.2.1,

MR (Qld) Method Q060, 

MR (Qld) Method Q061, 

MR (Qld) Method Q070

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

ISO/IEC 17025 (2017)

Materials

Service Product Determinant Technique Procedure Limitations
Analysis of bituminous materials - Composition Bituminous materials Cutter content Modified Dean and Stark

MR (Qld) Method Q372

Toluene insoluble matter Not applicable

AS 2341.8

Analysis of bituminous materials - Properties Bituminous materials Penetration of bitumen; Penetration of joint sealants Not applicable

AS 2341.12

Density Not applicable

AS 2341.7,

MR (Qld) Method Q331,

MR (Qld) Method Q374

Softening point Ring and ball

AS 2341.18,

MR (Qld) Method Q334,

Austroads Method AGPT/T131

Viscosity Brookfield viscometer; Dynamic - Capillary tube

AS 2341.2,

Austroads Method ATM-111

Torsional recovery Not applicable

Austroads Method ATM-122

Sample handling and conditioning Not applicable

Austroads Method ATM-102

Annex Facility Z

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
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 Facility Z Site No 27002 is established from 29 January 2025 until 30 June 2025 for Rehab Package 2, 24-25 Project for Construction Materials Testing for RoadTek Townsville. Contract No: CN-22950.

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.