Nucon Pty Ltd

Site

Nucon Pty Ltd

Accreditation No.

2563

Site No.

2556

Date of Accreditation

22 Feb 1989

Address

33 Maudsland Road
Oxenford, QLD 4210
Australia

nuconconcrete.com.au

Contact

Mr Stuart Pignat P: +61 (07) 55147431

Availability

Services 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 Not applicable

MR (Qld) Method Q216

Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Weak particles contaminants Sieve analysis

AS 1141.32

Clay and fine silt Settling

AS 1141.33

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Average least dimension

AS 1141.20.3

Bulk density Compacted

AS 1141.4

Shape Flakiness

AS 1141.15; MR (Qld) Method Q201

Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1

Particle density of fine aggregate Weighing-in-water

AS 1141.5

Shape Crushed faces

AS 1141.18

Bulk density Uncompacted

AS 1141.4

Shape Proportional calliper

AS 1141.14

Particle size distribution Sieve analysis

AS 1141.11.1

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

AS 1141.12; MR (Qld) Method Q253

Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Methylene blue value AS 1141.66
Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Wet/dry strength variation Not applicable AS 1141.22
Aggregate crushing value Not applicable AS 1141.21
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in-situ Concrete, grout and mortar Slump flow Cone; J-ring; T500

AS 1012.3.1, AS 1012 3.5

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar Air content of freshly mixed concrete Reduced air pressure

AS 1012.4.2

Compressive strength Cube; Cylinder

AS 1012.9

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

AS 1012.5

Mass per unit volume - Hardened concrete Dimensions; Water displacement

AS 1012.12.1, AS 1012.12.2

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 drying shrinkage specimens in the laboratory

AS 1012.8.4

Specimen manufacture and curing In-situ manufacture and curing of flexural strength specimens

AS 1012.8.2

Specimen manufacture; Specimen manufacture and curing Curing cylinder specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens; Manufacture and curing of cylindrical specimens in the laboratory; Mixing concrete in the laboratory

AS 1012.2; AS 1012.2.8.1

Evaluation of geotechnical and civil construction material - Soil classification Soils Plastic limit Not applicable

MR (Qld) Method Q105

Plasticity index; Weighted plasticity index Cone MR (Qld) Method Q105, MR (Qld) Method Q252
Liquid limit Cone four point

MR (Qld) Method Q104A

Linear shrinkage Not applicable

MR (Qld) Method Q106

Moisture content Drying oven

AS 1289.2.1.1

Sieve analysis Not applicable

MR (Qld) Method Q103A

Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Remoulded specimens MR (Qld) Method Q113A
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

AS 1289.1.1; MR (Qld) Method Q101; MR (Qld) Method Q101A; MR (Qld) Method Q101B;

Sample collection Aggregates Not applicable Aggregate from a stockpile

AS 1141.3.1

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

AS 1012.1

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.