Colas Queensland Pty Ltd

Site

Rockhampton Laboratory

Accreditation No.

18617

Site No.

24831

Date of Accreditation

Address

59793, Bruce Highway
Midgee, QLD 4702
Australia

colas.com.au

Contact

Availability

Services available to external clients

Scope of Accreditation

Withdrawn 13 Sep 2021

Voluntary

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Withdrawn
Service Product Determinant Technique Procedure Limitations
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

Bulk density Compacted; Uncompacted

AS 1141.4

Soundness Clay index

MR (Qld) Method Q129

Shape Proportional calliper AS 1141.14
Wet/dry strength variation Not applicable

AS 1141.22

Shape Average least dimension; Crushed faces; Flakiness; Proportional calliper

AS 1141.14, AS 1141.15, AS 1141.20.3,
MR (Qld) Method Q201, MR (Qld) Method Q215,
RMS (NSW) Method T239

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; Degradation factor on source rock; Methylene blue value AS 1141.25.1, AS 1141.25.2, AS 1141.66, MR (Qld) Method Q129, 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 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

MR (Qld) Method Q310;

AustRoads Method AGPT/T235

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

AS/NZS 2891.3.1

MR (Qld) Method Q308A

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;
MR (Qld) Method Q314

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
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 Q301, 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; Waxing

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

MR (Qld) Method Q306A, MR (Qld) Method Q306B, MR (Qld) Method Q306C, MR (Qld) Method Q306D

Binder film index; Binder film thickness Not applicable AG:PT/T237; MR (Qld) Method Q317
Maximum density Water displacement

AS/NZS 2891.7.1

MR (Qld) Method Q307A

Fixed and free binder Not applicable

MR (Qld) Method Q321

Gyratory compaction curve Not applicable

MR (Qld) Method Q322

Binder film thickness Not applicable

MR (Qld) Method Q317

Voids and density relationship Not applicable

AS/NZS 2891.8

MR (Qld) Method Q311

Mix volume ratio density Not applicable

MR (Qld) Method Q318

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 Cylinder

AS 1012.9

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 Manufacture and curing of cylindrical specimens in the laboratory

AS 1012.8.1

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 Plastic limit Not applicable

AS 1289.3.2.1;

MR (Qld) Method Q105

Liquid limit Cone four point; Cone one point

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

Linear shrinkage Not applicable

MR (Qld) Method Q106

Plasticity index Cone

MR (Qld) Method Q105

Particle density Not applicable

MR (Qld) Method Q109; MR (Qld) Method Q109A; MR (Qld) Method Q109B

Moisture content Drying oven

AS 1289.2.1.1


Sieve analysis Not applicable

AS 1289.3.6.1;

MR (Qld) Method Q103A

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)

AS 1289.5.4.2;

MR (Qld) Method Q144A

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

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

MR (Qld) Method Q020

Density - In-situ Sand-cone

AS 1289.5.3.1; 

MR (Qld) Method Q141B;

Degree of saturation Not applicable

MR (Qld) Method Q146

Field moisture content Nuclear gauge

AS 1289.5.8.1;

MR (Qld) Method Q141A;

MR (Qld) Method NGTM N01; ;MR (Qld) Method NGTM N02

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

Cement content Heat of neutralisation

MR (Qld) Method Q134

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;

MR (Qld) Method Q301
Concrete, grout and mortar Not applicable Fresh concrete from a mixer; Fresh concrete from deposited concrete

AS 1012.1

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

Withdrawn
Service Product Determinant Technique Procedure
Analysis of bituminous materials - Properties Bituminous materials Softening point Ring and ball MR (Qld) Method Q334
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

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