Home / Hy-Tec Industries (Queensland) Pty Ltd

Hy-Tec Industries (Queensland) Pty Ltd

Site

Hy-Tec Industries (Queensland) Pty Ltd

Accreditation No.

9608

Site No.

9601

Date of Accreditation

29 Mar 1995

Address

664 Old Gympie Road
Narangba, QLD 4504
Australia

hytec.com.au

Contact

Mr William Barker P: +61 0419314647

Availability

Services conditionally available to external clients

Hy-Tec Industries (Queensland) Pty Ltd address map

Scope of Accreditation

Print scopes

Hy-Tec Industries (Queensland) Pty Ltd

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service	Product	Determinant	Technique	Procedure	Limitations
Evaluation of geotechnical and civil construction material - Aggregate abrasion	Aggregates	Abrasion resistance	Los Angeles machine value	AS 1141.23
Evaluation of geotechnical and civil construction material - Aggregate contaminants	Aggregates	Organic impurities	Colour test	AS 1141.34
		Clay and fine silt	Settling	AS 1141.33
Evaluation of geotechnical and civil construction material - Aggregate properties	Aggregates	Particle density of fine aggregate; Water absorption of fine aggregate	Weighing-in-water	AS 1141.5
		Shape	Flakiness	AS 1141.15; MR (Qld) Method Q201
		Shape	Proportional calliper	AS 1141.14
		Particle size distribution	Sieve analysis; Sieve analysis of material finer than 75 µm	AS 1141.11.1; AS 1141.12
		Bulk density	Compacted; Uncompacted	AS 1141.4
		Particle density of coarse aggregate; Water absorption of coarse aggregate	Weighing-in-water	AS 1141.6.1
		Moisture content	Drying oven	AS 1289.2.1.1
Evaluation of geotechnical and civil construction material - Aggregate soundness	Aggregates	Soundness	Degradation factor on coarse aggregate	AS 1141.25.2; MR (Qld) Method Q208B
		Soundness	Methylene blue value	AS 1141.66
Evaluation of geotechnical and civil construction material - Aggregate strength	Aggregates	Wet/dry strength variation	Not applicable	AS1141.22
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
		Air content of freshly mixed concrete	Increased air pressure; Reduced air pressure	AS 1012.4.1, AS 1012.4.2
		Compressive strength	Core; Cylinder	AS 1012.9; AS 1012.14
		Flexural strength	Modulus of rupture	AS 1012.11
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing	Concrete, grout and mortar	Specimen manufacture and curing	Curing cylinder specimens in the laboratory; In situ manufacture and curing of cylindrical specimens	AS 1012.8.1
		Specimen manufacture and curing	Curing flexural strength specimens in the laboratory; In situ manufacture and curing of flexural strength specimens	AS 1012.8.2
Evaluation of geotechnical and civil construction material - Soil classification	Soils	Moisture content	Microwave oven	AS 1289.2.1.4
		Plastic limit	Not applicable	MR (Qld) Method Q105
		Plasticity index	Cone	MR (Qld) Method Q105
		Liquid limit	Cone four point	MR (Qld) Method Q104A
		Linear shrinkage	Not applicable	MR (Qld) Method Q106
		Sieve analysis	Not applicable	MR (Qld) Method Q103A
Evaluation of geotechnical and civil construction material - Soil compaction characteristics	Soils	Compaction to nominated levels	Not applicable	MR (Qld) Method Q145A
		Dry density/moisture content relationship	Standard compactive effort	MR (Qld) Method Q142A
Evaluation of geotechnical and civil construction material - Soil dispersion	Soils	Dispersion	Emerson class	AS 1289.3.8.1
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties	Soils	Bearing ratio	Remoulded specimens	MR (Qld) Method Q113A; MR (Qld) Q113B; MR (Qld) Method Q113C
Evaluation of geotechnical and civil construction material - Soil pre-treatment	Soils	Soil pre-treatment	Not applicable	MR (Qld) Method Q101
Evaluation of geotechnical and civil construction material - Soil sample preparation	Soils	Preparation of disturbed samples	Not applicable	MR (Qld) Method Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B, MR (Qld) Method Q101D, MR (Qld) Method Q101H, MR (Qld) Method Q101J, MR (Qld) Method Q255
Evaluation of geotechnical and civil construction material - Soil stabilisation	Soils	Cement content	Heat of neutralisation	MR (Qld) Method Q134
		Compressive strength	Uniaxial unconfined	MR (Qld) Method Q115
		Sample preparation	Cement stabilisation; Preparation and compaction of soil; 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
Sample collection	Aggregates	Not applicable	Aggregate from a bin; Aggregate from a stockpile	AS 1141.3.1
	Concrete, grout and mortar	Not applicable	Fresh concrete from deposited concrete	AS 1012.1
	Soils	Not applicable	Site selection by spot sampling	MR (Qld) Method Q061
		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	Disturbed soil sampling from a stockpile	MR (Qld) Method Q060

Fixed Remote Site – Larapinta Curing Site

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service	Product	Determinant	Technique	Procedure	Limitations
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing	Concrete, grout and mortar	Specimen manufacture and curing	Curing cylinder specimens in the laboratory; Curing flexural strength specimens in the laboratory; In situ manufacture and curing of cylindrical specimens; In situ manufacture and curing of flexural strength specimens	AS 1012.8.1, AS 1012.8.2

Fixed Remote Site – Maroochydore Curing Site

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service	Product	Determinant	Technique	Procedure	Limitations
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing	Concrete, grout and mortar	Specimen manufacture and curing	Curing cylinder specimens in the laboratory; Curing flexural strength specimens in the laboratory; In situ manufacture and curing of cylindrical specimens; In situ manufacture and curing of flexural strength specimens	AS 1012.8.1, AS 1012.8.2

Fixed Remote Site: Kalbar Quarry

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service	Product	Determinant	Technique	Procedure	Limitations
Evaluation of geotechnical and civil construction material - Soil classification	Soils	Moisture content	Microwave oven	AS 1289.2.1.4
Evaluation of geotechnical and civil construction material - Soil compaction characteristics	Soils	Dry density/moisture content relationship	Standard compactive effort	MR (Qld) Method Q142A.
Evaluation of geotechnical and civil construction material - Soil sample preparation	Soils	Preparation of disturbed samples	Not applicable	MR (Qld) Method Q101B
Evaluation of geotechnical and civil construction material - Soil stabilisation	Soils	Cement content	Heat of neutralisation	MR (Qld) Method Q134
		Curing of moulded specimens	Not applicable	MR (Qld) Method Q135B.
		Sample preparation	Cement stabilisation; UCS (unconfined compression strength) specimens - Field mix	MR (Qld) Method Q251B

Fixed Remote Site: Scotchy Pocket Quarry

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service	Product	Determinant	Technique	Procedure	Limitations
Evaluation of geotechnical and civil construction material - Soil classification	Soils	Moisture content	Microwave oven	AS 1289.2.1.4
Evaluation of geotechnical and civil construction material - Soil compaction characteristics	Soils	Dry density/moisture content relationship	Standard compactive effort	MR (Qld) Method Q142A
Evaluation of geotechnical and civil construction material - Soil sample preparation	Soils	Preparation of disturbed samples	Not applicable	MR (Qld) Method Q101B
Evaluation of geotechnical and civil construction material - Soil stabilisation	Soils	Cement content	Heat of neutralisation	MR (Qld) Method Q134
		Sample preparation	Cement stabilisation; UCS (unconfined compression strength) specimens - Field mix	MR (Qld) Method Q251B.
		Curing of moulded specimens	Not applicable	MR (Qld) Method Q135B.

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