Colas Queensland Pty Ltd

Site

Hervey Bay Laboratory

Accreditation No.

18617

Site No.

20594

Date of Accreditation

08 Dec 2011

Address

270 Urraween Road
Dundowran, QLD 4655
Australia

colas.com.au

Contact

Mr Ty Macpherson P: +61 (07) 41912900

Availability

Services available to external clients

Scope of Accreditation

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
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 Yatala Branch Facility, Site Number 25110.
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; Resistance to stripping Not applicable; Standard plate

MR (Qld) Method Q212B; 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 Shape Average least dimension; Crushed faces; Flakiness; Proportional calliper

AS 1141.14; AS 1141.15; AS 1141.18; AS 1141.20.3;
MR (Qld) Method Q201; 

RMS (NSW) Method T239

Particle density of coarse aggregate; Particle density of fine aggregate; Water absorption of coarse aggregate; Water absorption of fine aggregate Weighing-in-water

AS 1141.5; AS 1141.6.1

Bulk density Compacted; Uncompacted

AS 1141.4

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

AS 1141.11.1, AS 1141.12

Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Clay index; Degradation factor on coarse aggregate; Methylene blue value AS 1141.25.2; AS 1141.66;
MR (Qld) Method Q129 (2021); MR (Qld)  Method Q208B (2021)
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 adhesion and stripping Asphalts Degree of particle coating Not applicable

AS/NZS 2891.11

Binder paste drain-off Not applicable

AustRoads Method AGPT/T235

Anti-stripping agent sensitivity to water Not applicable

MR (Qld) Method Q315

Evaluation of geotechnical and civil construction material - Asphalt extraction and grading Asphalts Bitumen content and aggregate grading; Moisture content Ignition oven; Reflux

AS/NZS 2891.3.1; AS/NZS 2891.10

MR (Qld) Method Q308A;

Austroads Method AGPT/T234
Evaluation of geotechnical and civil construction material - Asphalt field density Asphalts Field density Thin-lift nuclear gauge MR (Qld) Method Q306E;
MR (Qld) Method NGTM N04; MR (Qld) Method NGTM N05
Characteristic density ratio; Characteristic values Not applicable

AS/NZS 2891.14.5;
MR (Qld) Method Q020

Evaluation of geotechnical and civil construction material - Asphalt filler Asphalts Apparent particle density of filler; Voids in dry compacted filler Not applicable AS/NZS 1141.7, AS/NZS 1141.17
Evaluation of geotechnical and civil construction material - Asphalt mechanical properties Asphalts Marshall stability and flow Not applicable

AS/NZS 2891.5;
MR (Qld) Method Q305

Evaluation of geotechnical and civil construction material - Asphalt mix design Asphalts Equivalent warm mix compaction temperature Comparison method

MR (Qld) Method Q323

Evaluation of geotechnical and civil construction material - Asphalt performance Asphalts Stripping potential Tensile strength ratio AG:PT/T232
Permeability Ponding

MR (Qld) Method Q304A; MR (Qld) Method Q304B

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

AS/NZS 2891.2.1; AS/NZS 2891.2.2;

MR (Qld) Method Q303A, MR (Qld) Method Q303B

Evaluation of geotechnical and civil construction material - Asphalt volumetric properties Asphalts Maximum density Water displacement

AS/NZS 2891.7.1

MR (Qld) Method Q307A

Gyratory compaction curve Not applicable

MR (Qld) Method Q322

Voids and density relationship Not applicable

AS/NZS 2891.8

MR (Qld) Method Q311

Bulk density Mensuration; Presaturation; Silicone sealing; Waxing

AS/NZS 2891.9.1, AS/NZS 2891.9.2, AS/NZS 2891.9.3

MR (Qld) Method Q306B, MR (Qld) Method Q306C, MR (Qld) Method Q306D

Fixed and free binder Not applicable

MR (Qld) Method Q321

Mix volume ratio density Not applicable

MR (Qld) Method Q318

Binder film index; Binder film thickness Not applicable AG:PT/T237; MR (Qld) Method Q317
Evaluation of geotechnical and civil construction material - Pavement shape Road pavements Surface deviation Straight edge MR (Qld) Method Q712
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics Road pavements Texture depth Sand patch

AustRoads Method AGPT/T250

Penetration depth Ball embedment

AustRoads Method AGPT/T251

Evaluation of geotechnical and civil construction material - Soil classification Soils Linear shrinkage Not applicable

MR (Qld) Method Q106

Particle density Not applicable

AS 1289.3.5.1

Plastic limit Not applicable

AS 1289.3.2.1;

MR (Qld) Method Q105

Sieve analysis Not applicable

AS 1289.3.6.1;

MR (Qld) Method Q103A

Plasticity index Cone

MR (Qld) Method Q105

Liquid limit Cone four point; Cone one point

MR (Qld) Method Q104A; MR (Qld) Method Q104D

Moisture content Drying oven

AS 1289.2.1.1


Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Modified compactive effort; Standard compactive effort

AS 1289.5.1.1; AS 1289.5.2.1;

MR (Qld) Method Q142A

Assignment of optimum moisture content/maximum dry density (OMC/MDD)

AS 1289.5.4.2;

MR (Qld) Method Q144A

Compaction to nominated levels Not applicable

MR (Qld) Method Q145A

Evaluation of geotechnical and civil construction material - Soil field density Soils Characteristic field density values

MR (Qld) Method Q020

Moisture ratio Measured

AS 1289.5.4.1

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 Q113B, MR (Qld) Method Q113C
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment

AS 1289.1.1;
MR (Qld) Method Q101

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Stabiliser rate of spread rate In-situ measurement

MR (Qld) Method Q719

Compressive strength Uniaxial unconfined

MR (Qld) Method Q115

Curing of moulded specimens Not applicable

MR (Qld) Method Q135B

Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck; Site selection by spot sampling

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; Uncompacted asphalt

AS/NZS 2891.1.1; 

AS 2891.1.2

Soils Not applicable Site selection - Random sampling; Site selection - Random stratified sampling; Site selection - Systematic 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; Disturbed soil sampling in-situ; Site selection by spot sampling

AS 1289.1.2.1

MR (Qld) Method Q060, MR (Qld) Method Q061

ISO/IEC 17025 (2017)

Materials

Service Product Determinant Technique Procedure
Analysis of bituminous materials - Properties Bituminous materials Segregation of bituminous materials Not applicable

AustRoads Method AGPT/T108

Softening point Ring and ball

AS 2341.18;

AustRoads Method AGPT/T131

Sample handling and conditioning Not applicable

AS/NZS 2341.21;

AustRoads Method AGPT/T102; AustRoads Method AGPT/T109

Viscosity Brookfield viscometer; Dynamic - Capillary tube

AS/NZS 2341.2;
AustRoads Method AGPT/T111; AustRoads Method AGPT/T161

Torsional recovery

AustRoads Method AGPT/T122

Sample collection Bituminous materials Not applicable Polymer modified bitumens from tanks, tankers and drums; Residual bitumens from tanks, tankers and drums

AS2008 Section 2.5;
AustRoads Method AGPT/T101

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 Colas Bitumen Annex 1 Lab, Site No 25718 is established from 13 September 2021 until 5 November 2021 for the Panel Contract for the provision of Sprayed Bituminous Resealing Services for Pilbara Region Year 4 2021-2022; Contract No 12/17 (Stage 4).

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.