Colas Queensland Pty Ltd

Site

Caloundra Laboratory

Accreditation No.

18617

Site No.

20566

Date of Accreditation

02 Sep 2011

Address

64 Ron Parkinson Crescent
Bells Creek, QLD 4551
Australia

colas.com.au

Contact

Mr Levi Coffison P: +61 0423961177

Availability

Services conditionally available to external clients

Supervision

Not Applicable

Scope of Accreditation

Caloundra Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Average least dimension AS 1141.20.3
Shape Flakiness AS 1141.15; MR (Qld) Method Q201
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 Methylene blue value AS 1141.66
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 AG/PT/T235
Evaluation of geotechnical and civil construction material - Asphalt extraction and grading Asphalts Moisture content Not applicable AS 2891.10
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; Density ratio and air voids; Field density Thin-lift nuclear gauge MR (Qld) Method Q306E, MR (Qld) NGTM Method N04, MR (Qld) NGTM Method N05
Characteristic values Not applicable

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 performance Asphalts Sensitivity to water; Stripping potential Tensile strength ratio Austroads ATM 232
Evaluation of geotechnical and civil construction material - Asphalt specimen manufacture Asphalts Specimen compaction Gyratory compaction

AS/NZS 2891.2.2

Specimen conditioning Handling and conditioning

MR (Qld) Method Q303A

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

MR (Qld) Method Q306C

Maximum density Water displacement

AS/NZS 2891.7.1

Bulk density Mensuration

AS/NZS 2891.9.3

Bulk density Presaturation

AS/NZS 2891.9.2

Binder film thickness Not applicable

MR (Qld) Method 317

Voids and density relationship Not applicable

AS/NZS 2891.8

Evaluation of geotechnical and civil construction material - Road pavement profile Road pavements Rut depth Straight edge

MR (Qld) Method Q712

Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics Road pavements Texture depth Sand patch

Austroads ATM 250

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

AS 1141.3.1, MR (Qld) Method Q060

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

AS 2891.1.2

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

Not applicable Uncompacted asphalt

AS/NZS 2891.1.1

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