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

Print scopes
Nucon Pty Ltd

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
Foreign material in recycled aggregate Manual classification MR (Qld) Method Q477
Clay and fine silt Settling

AS 1141.33
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Bulk density Compacted

AS 1141.4
Shape Flakiness

AS 1141.15; MR (Qld) Method Q201
Shape Proportional calliper

AS 1141.14
Particle density of fine aggregate Weighing-in-water

AS 1141.5
Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1
Bulk density Uncompacted

AS 1141.4
Shape Crushed faces

AS 1141.18
Shape Average least dimension

AS 1141.20.3
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 Aggregate crushing value Not applicable AS 1141.21
Wet/dry strength variation Not applicable AS 1141.22
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in-situ Concrete, grout and mortar Slump flow Cone; J-ring; Stability of super workable concrete; T500

AS 1012.3.1, AS 1012 3.5, MR (Qld) Method Q478
Water retention of concrete Filtration MR (Qld) Method Q479
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar 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
Compressive strength Cube; Cylinder

AS 1012.9
Air content of freshly mixed concrete Reduced air pressure

AS 1012.4.2
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar 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
Specimen manufacture and curing In-situ manufacture and curing of flexural strength specimens

AS 1012.8.2
Specimen manufacture and curing Manufacture and curing of drying shrinkage specimens in the laboratory

AS 1012.8.4
Evaluation of geotechnical and civil construction material - Soil classification Soils Liquid limit Cone four point

MR (Qld) Method Q104A
Plastic limit Not applicable

MR (Qld) Method Q105
Sieve analysis Not applicable

MR (Qld) Method Q103A
Linear shrinkage Not applicable

MR (Qld) Method Q106
Plasticity index; Weighted plasticity index Cone MR (Qld) Method Q105, MR (Qld) Method Q252
Moisture content Drying oven; Relative moisture content

AS 1289.2.1.1, MR (Qld) Method Q250
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Compaction to nominated levels Not applicable MR (Qld) Method Q145A
Evaluation of geotechnical and civil construction material - Soil field density Soils Relative compaction Not applicable MR (Qld) Method Q140A
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;
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Compressive strength Uniaxial unconfined MR (Qld) Method Q115
Sample preparation Cement stabilisation; Modified compaction - UCS (unconfined compression strength) specimens; Preparation and compaction of soil; Standard compaction - UCS (unconfined compression strength) specimens; UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix MR (Qld) Method Q135A, MR (Qld) Method Q251A, MR (Qld) Method Q251B, MR (Qld) Method Q251C
Curing of moulded specimens Not applicable MR (Qld) Method Q135B
Cement content Heat of neutralisation MR (Qld) Method Q134
Sample collection Aggregates Not applicable Aggregate from a stockpile; Site selection by spot sampling

AS 1141.3.1, MR (Qld) Method Q060, MR (Qld) Method Q061
Concrete, grout and mortar Not applicable Fresh concrete from a mixer; Fresh concrete from deposited concrete

AS 1012.1

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