Colas Queensland Pty Ltd

Site

Maryborough Laboratory

Accreditation No.

18617

Site No.

20594

Date of Accreditation

08 Dec 2011

Address

Lot 12 Industrial Ave
Maryborough West, QLD 4650
Australia

colas.com.au

Contact

Mr Ty Macpherson P: +61 (07) 41912900

Availability

Services available to external clients

Scope of Accreditation

Print scopes
Maryborough Laboratory

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

AS 1141.11.1, AS 1141.12
Shape Average least dimension; Crushed faces; Flakiness; Proportional calliper

AS 1141.15; AS 1141.18; AS 1141.20.3;
MR (Qld) Method Q201
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 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
Anti-stripping agent sensitivity to water Not applicable

MR (Qld) Method Q315
Binder paste drain-off Not applicable

AustRoads Method AGPT/T235
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; MR (Qld) Method Q308C

Austroads Method AGPT/T234
Evaluation of geotechnical and civil construction material - Asphalt field density Asphalts Characteristic density ratio; Characteristic values Not applicable

AS/NZS 2891.14.5;
MR (Qld) Method Q020
Field density Thin-lift nuclear gauge MR (Qld) Method Q306E;
MR (Qld) Method NGTM N04; MR (Qld) Method NGTM N05
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
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 Voids and density relationship Not applicable

AS/NZS 2891.8

MR (Qld) Method Q311
Maximum density Water displacement

AS/NZS 2891.7.1

MR (Qld) Method Q307A
Binder film index; Binder film thickness Not applicable AG:PT/T237; MR (Qld) Method Q317
Mix volume ratio density Not applicable

MR (Qld) Method Q318
Gyratory compaction curve Not applicable

MR (Qld) Method Q322
Fixed and free binder Not applicable

MR (Qld) Method Q321
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
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 Penetration depth Ball embedment

AustRoads Method AGPT/T251
Texture depth Sand patch

AustRoads Method AGPT/T250
Evaluation of geotechnical and civil construction material - Soil classification Soils Particle density Not applicable

AS 1289.3.5.1
Linear shrinkage Not applicable

AS 1289.3.4.1; MR (Qld) Method Q106
Sieve analysis Not applicable

AS 1289.3.6.1;

MR (Qld) Method Q103A
Plastic limit Not applicable

AS 1289.3.2.1;

MR (Qld) Method Q105
Cone plasticity index; Plasticity index; Weighted plasticity index Cone

AS 1289.3.3.2, MR (Qld) Method Q105; MR (Qld) Method Q252
Liquid limit Cone four point; Cone one point

AS 1289.3.9.1; AS 1289.3.9.2; 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 field density Soils Moisture ratio Measured

AS 1289.5.4.1
Characteristic field density values

MR (Qld) Method Q020
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

ISO/IEC 17025 (2017)

Materials

Service Product Determinant Technique Procedure Limitations
Analysis of bituminous materials - Properties Bituminous materials Sample handling and conditioning Not applicable

AS/NZS 2341.21;

AustRoads Method AGPT/T102
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 (2006);AustRoads Method ATM 101;MR (Qld) Method Q080
Colas Asphalt Annex Facility

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 The Colas Asphalt Annex Facility, site no: 25743, is acknowledged from 18 October 2021 until 30 April 2024 for the Bruce Highway Cooroy to Curra SectionD Contract 1 - Woondum to Sandy Creek Road (C2CD) contract no: CN8801

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.