Pioneer North Queensland Pty Ltd

Hanson Construction Materials Pty Ltd. Technical Services, Cairns

Site

Technical Services, Cairns

Hanson Construction Materials Pty Ltd Technical Services, Cairns

Accreditation No.

11470

Site No.

11463

Date of Accreditation

13 May 1996

Address

Cnr Mt Peter and Hussey Road
Edmonton, QLD 4869
Australia

pnq.com.au

Contact

Mr James Jarvis P: +61 (07) 40458301

Availability

Services conditionally available to external clients

Scope of Accreditation

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; Resistance to stripping

AS 1141.50; MR (Qld) Method Q212A, MR (Qld) Method Q212B, MR (Qld) Method Q216

Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Clay and fine silt; Organic impurities; Weak particles contaminants Colour test; Settling

AS 1141.32, AS 1141.33, AS 1141.34; MR (Qld) Method Q217

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 1141.20.1, AS 1141.20.2; MR (Qld) Method Q201, MR (Qld) Method Q202, MR (Qld) Method Q215

Soundness Degradation factor on coarse aggregate

AS 1141.25.2; MR (Qld) Method Q208B

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

AS 1141.11.1, AS 1141.12

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

AS 1141.5, AS 1141.6.1; MR (Qld) Method Q214A, MR (Qld) Method Q214B

Voids in dry compacted filler Not applicable

AS/NZS 1141.7, AS/NZS 1141.17

Bulk density Compacted; Uncompacted

AS 1141.4; MR (Qld) Method Q221A, MR (Qld) Method Q221B

Wet/dry strength variation Not applicable

AS 1141.22; MR (Qld) Method Q205A, MR (Qld) Method Q205B, MR (Qld) Method Q205C

Evaluation of geotechnical and civil construction material - Asphalt adhesion and stripping Asphalts Degree of particle coating Not applicable

AS/NZS 2891.11

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

AS/NZS 2891.3.1; MR (Qld) Method Q308A, MR (Qld) Method Q308D; Austroads Method AG:PT/T234

Evaluation of geotechnical and civil construction material - Asphalt field density Asphalts Characteristic values; Density ratio and air voids; Field density Nuclear gauge backscatter mode; Thin-lift nuclear gauge

MR (Qld) Method Q020, MR (Qld) Method Q306E, MR (Qld) Method Q314, MR (Qld) NGTM Method N04, MR (Qld) NGTM Method N05

Evaluation of geotechnical and civil construction material - Asphalt mechanical properties Asphalts Marshall stability and flow

MR (Qld) Method Q305

Evaluation of geotechnical and civil construction material - Asphalt mix design Asphalts Equivalent warm mix compaction temperature; Mix composition

MR (Qld) Method Q304A, MR (Qld) Method Q309, MR (Qld) Method Q310, MR (Qld) Method Q316, MR (Qld) Method Q321

Evaluation of geotechnical and civil construction material - Asphalt performance Asphalts Permeability

MR (Qld) Method Q304A

Evaluation of geotechnical and civil construction material - Asphalt volumetric properties Asphalts Binder film thickness; Bulk density; Maximum density; Voids and density relationship Mensuration; Presaturation; Silicone sealing; Water displacement; Waxing

AS/NZS 2891.7.1, AS/NZS 2891.8, AS/NZS 2891.9.2; MR (Qld) Method Q306A, MR (Qld) Method Q306B, MR (Qld) Method Q306C, MR (Qld) Method Q306D, MR (Qld) Method Q307A, MR (Qld) Method Q311, MR (Qld) Method Q317

Sample preparation Vacuum drying

MR (Qld) Method Q303A

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in-situ Concrete, grout and mortar Compactibility index; Slump flow Cone; J-ring; T500

AS 1012.3.1, AS 1012.3.4, AS 1012.3.5

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar Compressive strength Cylinder

AS 1012.9

Air content of freshly mixed concrete Reduced air pressure

AS 1012.4.2

Mass per unit volume - Fresh concrete In-situ measurement using fixed volume measure

AS 1012.5

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; Manufacture and curing of drying shrinkage specimens in the laboratory; Manufacture and curing of flexural strength specimens in the laboratory; Manufacture and curing of grout and mortar cubes in the laboratory

AS 1012.8.1, AS 1012.8.2, AS 1012.8.3, AS 1012.8.4

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

Austroads Method AGPT/T250, Austroads Method AGPT/T251

Evaluation of geotechnical and civil construction material - Soil classification Soils Cone plasticity index; Linear shrinkage; Liquid limit; Moisture content; Plastic limit; Plasticity index; Sieve analysis Casagrande four point; Casagrande one point; Cone four point; Cone one point; Correlation; Drying oven; Hot plate; Microwave oven

AS 1289.2.1.1, AS 1289 3.1.1, AS 1289.3.1.2, AS 1289 3.2.1, AS 1289.3.3.1, AS 1289.3.3.2, AS 1289.3.4.1, AS 1289.3.6.1, AS 1289.3.9.1; MR (Qld) Method Q010, MR (Qld) Method Q102A, MR (Qld) Method Q102B, MR (Qld) Method Q102D, MR (Qld) Method Q103A, MR (Qld) Method Q103B, MR (Qld) Method Q104A, MR (Qld) Method Q104D, MR (Qld) Method Q105, MR (Qld) Method Q106

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; MR (Qld) Method Q142A

Evaluation of geotechnical and civil construction material - Soil engineering 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, MR (Qld) Method Q101A, MR (Qld) Method Q101B, MR (Qld) Method Q101C, MR (Qld) Method Q101D

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Laboratory stabilisation of soil

MR (Qld) Method Q135A, MR (Qld) Method Q135B

Cement content Heat of neutralisation

MR (Qld) Method Q134

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

AS 1141.3.1; MR (Qld) Method Q060

Asphalts Not applicable Site selection - Random sampling; Site selection - Random stratified sampling

MR (Qld) Method Q050

Not applicable Extraction of an asphalt core - Wet technique; Uncompacted asphalt

AS/NZS 2891.1.1, AS 2891.1.2

Concrete, grout and mortar Not applicable Fresh concrete from a mixer

AS 1012.1

Soils Not applicable Site selection - Random sampling; Site selection - Random stratified sampling

MR (Qld) Method Q050

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable MR (Qld) Method Q101A, MR (Qld) Method Q101B
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Cement content Heat of neutralisation MR (Qld) Method Q134
Sample collection Aggregates Not applicable Aggregate from a bin; Aggregate from a stockpile; Aggregate from a truck

MR (Qld) Method Q060

Soils Not applicable Disturbed soil sampling from a truck Qld Method Q060

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