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 Kieran Brumfit P: +61 (07) 54389921

Availability

Services available to external clients

Scope of Accreditation

Print scopes
Caloundra Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
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 Shape Average least dimension AS 1141.20.3
Particle size distribution Sieve analysis; Sieve analysis of material finer than 75 µm

AS 1141.11.1, AS 1141.12
Shape Flakiness AS 1141.15; MR (Qld) Method Q201
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 MR (Qld) Method Q310; Austroads Method AG/PT/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 Reflux

AS/NZS 2891.3.1; MR (Qld) Method Q308A
Moisture content Not applicable AS 2891.10
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; Density ratio and air voids Not applicable

MR (Qld) Method Q020, MR (Qld) Method Q314
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 Method AGPT/T232
Evaluation of geotechnical and civil construction material - Asphalt specimen manufacture Asphalts Specimen conditioning Handling and conditioning

MR (Qld) Method Q301, MR (Qld) Method Q303A
Specimen compaction Gyratory compaction

AS/NZS 2891.2.2
Evaluation of geotechnical and civil construction material - Asphalt volumetric properties Asphalts Binder absorption Calculation

MR (Qld) Method Q316
Bulk density Silicone sealing

MR (Qld) Method 306C
Bulk density Presaturation

AS/NZS 2891.9.2, MR (Qld) Method Q306B
Bulk density Mensuration

AS/NZS 2891.9.3
Voids and density relationship Not applicable

AS/NZS 2891.8, MR (Qld) Method Q311
Binder film thickness Not applicable

MR (Qld) Method 317
Maximum density Water displacement

AS/NZS 2891.7.1, MR (Qld) Method Q307A
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

MR (Qld) Method Q705; Austroads Method AG;PT/T250
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 Uncompacted asphalt

AS/NZS 2891.1.1
Not applicable Site selection - Random sampling; Site selection - Random stratified sampling

MR (Qld) Method Q050

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