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ASCT Illawarra P/L

Site

ASCT Illawarra

Accreditation No.

20656

Site No.

24760

Date of Accreditation

24 Oct 2019

Address

2/15 Miall Way
Albion Park Rail, NSW 2527
Australia

Contact

Mr Jack McKillop P: +61 0497979929

Availability

Services available to external clients

ASCT Illawarra P/L address map

Scope of Accreditation

ASCT Illawarra

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service	Product	Determinant	Technique	Procedure	Limitations
Establishment of annex facilities	Materials defined by all or some for which the site is accredited	Determinations defined by all or some for which the site is accredited	Techniques defined by all or some for which the site is accredited
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
		Foreign material in recycled aggregate	Manual classification	TfNSW TS 02799.51
Evaluation of geotechnical and civil construction material - Aggregate properties	Aggregates	Bulk density	Compacted; Uncompacted	AS 1141.4, TfNSW TS 02799.10,TfNSW TS 02799.11
		Shape	Average least dimension	AS 1141.20.1, AS 1141.20.2, TfNSW TS 02799.32,TfNSW TS 02799.50
		Particle density of coarse aggregate; Water absorption of coarse aggregate	Weighing-in-water	AS 1141.6.1, TfNSW TS 02799.08
		Particle density of fine aggregate; Water absorption of fine aggregate	Not applicable	AS 1141.5
		Particle size distribution	Sieve analysis	AS 1141.11.1, TfNSW TS 02799.02
		Shape	Flakiness	AS 1141.15
		Particle size distribution	Fine particles in road materials	AS 1141.19
		Shape	Crushed faces	TfNSW TS 02799.36
		Particle size distribution	Sieve analysis of material finer than 75 µm	AS 1141.12, TfNSW TS 02799.04
		Shape	Proportional calliper	AS 1141.14, TfNSW TS 02799.12
Evaluation of geotechnical and civil construction material - Aggregate soundness	Aggregates	Soundness	Exposure to sodium sulfate solution	AS 1141.24
Evaluation of geotechnical and civil construction material - Aggregate strength	Aggregates	Aggregate crushing value	Not applicable	AS 1141.21, TfNSW TS 02799.06
		Wet/dry strength variation	Not applicable	AS 1141.22, TfNSW TS 02799.13
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, TfNSW TS 02800.02
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar performance	Concrete, grout and mortar	Flexural performance of fibre reinforced concrete	Beam with third-point loading	ASTM C1609/C1609M
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties	Concrete, grout and mortar	Indirect tensile strength	Brazil	AS 1012.10
		Fibre content in fresh concrete	Not applicable	AS 1012.25.1
		Flexural strength	Modulus of rupture	AS 1012.11
		Compressive strength	Core; Cube; Cylinder	AS 1012.9, AS 1012.14, TfNSW TS 02800.07,TfNSW TS 02800.11
		Mass per unit volume - Fresh concrete	In situ measurement using fixed volume measure	AS 1012.5
		Air content of freshly mixed concrete	Reduced air pressure	AS 1012.4.2
		Mass per unit volume - Hardened concrete	Dimensions; Water displacement	AS 1012.12.1, AS 1012.12.2, TfNSW TS 02800.16,TfNSW TS 02800.17
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing	Concrete, grout and mortar	Specimen conditioning	Wet conditioning of hardened concrete core specimens	AS 1012.14
		Specimen manufacture and curing	In situ manufacture and curing of flexural strength specimens; In situ manufacture and curing of grout and mortar cubes	AS 1012.8.2, AS1012.8.3
		Specimen manufacture and curing	Curing cylinder specimens in the laboratory; Curing grout and mortar cube specimens in the laboratory; In situ manufacture and curing of cylindrical specimens	AS 1012.8.1, AS1012.8.3, TfNSW TS 02800.05
Evaluation of geotechnical and civil construction material - Road pavement structural performance	Road pavements	Structural performance evaluation	Benkelman beam; Deflection monitoring	TfNSW TS 02795.22,TfNSW TS 02795.55
Evaluation of geotechnical and civil construction material - Rock properties	Rocks	Point load strength index	Laboratory measurement	AS 4133.4.1, TfNSW TS 02799.21
		Moisture content	Drying oven	AS 4133.1.1.1
Evaluation of geotechnical and civil construction material - Rock strength and deformation	Rocks	Compressive strength	Uniaxial load rate controlled; Uniaxial strain rate controlled	AS 4133.4.2.1, AS 4133.4.2.2
Evaluation of geotechnical and civil construction material - Soil classification	Soils	Fine particles in road materials	Not applicable	TfNSW TS 02795.03
		Plastic limit	Not applicable	AS 1289.3.2.1, TfNSW TS 02795.05
		Liquid limit	Casagrande four point; Casagrande one point	AS 1289.3.1.1; AS 1289.3.1.2, TfNSW TS 02795.04
		Linear shrinkage	Not applicable	AS 1289.3.4.1, TfNSW TS 02795.08
		Moisture content	Drying oven	AS 1289.2.1.1, TfNSW TS 02795.14
		Sieve analysis	Not applicable	AS 1289.3.6.1, TfNSW TS 02795.02
		Plasticity index	Casagrande	AS 1289.3.3.1, TfNSW TS 02795.05
Evaluation of geotechnical and civil construction material - Soil compaction characteristics	Soils	Dry density/moisture content relationship	Modified compactive effort	AS 1289.5.2.1, TfNSW TS 02795.07
		Dry density/moisture content relationship	Standard compactive effort	AS 1289.5.1.1, TfNSW TS 02795.06,TfNSW TS 02796.01
		Assignment of optimum moisture content/maximum dry density (OMC/MDD)	Not applicable	AS 1289.5.4.2
		Maximum dry density	Not applicable	TfNSW TS 02795.26
		Dry density/moisture content relationship	Three compaction point	TfNSW TS 02795.24
		Minimum and maximum dry density	Not applicable	AS 1289.5.5.1
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 electrical properties	Soils	Electrical resistance	Not applicable	AS 1289.4.4.1, TfNSW TS 02795.43
Evaluation of geotechnical and civil construction material - Soil field density	Soils	Density - In situ	Sand pouring apparatus; Sand-cone	AS 1289.5.3.1, TfNSW TS 02795.13
		Density - In situ	Nuclear gauge	AS 1289.5.8.1, TfNSW TS 02795.36
		Relative compaction	Not applicable	TfNSW TS 02795.28
		Dry density ratio; Moisture ratio	Calculation; Measured	AS 1289.5.4.1
		Density index	Not applicable	AS 1289.5.6.1
		Compaction control	Hilf	AS 1289.5.7.1
Evaluation of geotechnical and civil construction material - Soil fine particles	Soils	Fine particle analysis	Hydrometer	AS 1289.3.6.3
Evaluation of geotechnical and civil construction material - Soil in situ penetration	Soils	Penetration in situ	Standard penetration	AS 1289.6.3.1
		Penetration in situ	Dynamic cone	AS 1289.6.3.2, TfNSW TS 02795.23
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties	Soils	Compressive strength	Uniaxial maximum dry	TfNSW TS 02795.09
		Bearing ratio	Remoulded specimens	AS 1289.6.1.1, TfNSW TS 02795.11
Evaluation of geotechnical and civil construction material - Soil natural contaminants	Soils	Acidity	pH	AS 1289.4.3.1, TfNSW TS 02795.16
Evaluation of geotechnical and civil construction material - Soil pre-treatment	Soils	Soil pre-treatment	Accelerated weathering pre-treatment; Repeated compaction pre-treatment	TfNSW TS 02794.02,TfNSW TS 02794.03
		Soil pre-treatment	Not applicable	AS 1289.1.1, TfNSW TS 02795.01
Evaluation of geotechnical and civil construction material - Soil reactivity	Soils	Reactivity	Shrink/swell	AS 1289.7.1.1
Evaluation of geotechnical and civil construction material - Soil stabilisation	Soils	Compressive strength	Uniaxial unconfined	TfNSW TS 02795.10,TfNSW TS 02796.02
		Lime demand	Not applicable	TfNSW TS 02797.02
Evaluation of geotechnical and civil construction material - Soil triaxial strength	Soils	Triaxial strength	Triaxial undrained without pore water pressure measurement	AS 1289.6.4.1
Sample collection	Aggregates	Not applicable	Aggregate from a bin; Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck; Aggregate from a windrow	AS 1141.3.1, TfNSW TS 02794.01
	Concrete, grout and mortar	Not applicable	Fresh concrete from a mixer; Fresh concrete from deposited concrete; Hardened concrete by coring	AS 1012.1, AS 1012.14, TfNSW TS 02800.01
	Soils	Not applicable	Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow	AS 1289.1.2.1, TfNSW TS 02794.01

Coxs River Road Annex Facility

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service	Product	Determinant	Technique	Procedure	Limitations
Annex facility	Materials defined by all or some for which the site is accredited	Determinations defined by all or some for which the site is accredited	Techniques defined by all or some for which the site is accredited	Coxs River Road Annex Facility, Site No 26333 is established from 1 August 2023 until 31 December 2025 for Supply Agreement - Australian Soil and Concrete Testing, Contract No. H-PRJ-TPT-207

JBRIU Annex

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service	Product	Determinant	Technique	Procedure	Limitations
Annex facility	Materials defined by all or some for which the site is accredited	Determinations defined by all or some for which the site is accredited	Techniques defined by all or some for which the site is accredited	JBRIU Annex Facility, Site No 26838 is established from 01/08/2024 until 31/12/2026 for Jervis Bay Road Intersection Upgrade for SRG Global Civil Pty Ltd, Contract No. C1269.021

M12RT Annex

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service	Product	Determinant	Technique	Procedure	Limitations
Annex facility	Materials defined by all or some for which the site is accredited	Determinations defined by all or some for which the site is accredited	Techniques defined by all or some for which the site is accredited	M12RT Annex Facility, Site No 26670 is established from 22 April 2024 until 30 June 2026 for TfNSW Primary Testing - John Holland Gamuda Joint Venture (JHGA JV), Contract No. 7035-SC-062.

Mobile Laboratory

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	Drying oven	AS 1289.2.1.1, TfNSW TS 02795.14
Evaluation of geotechnical and civil construction material - Soil compaction characteristics	Soils	Dry density/moisture content relationship	Three compaction point	TfNSW TS 02795.24
		Dry density/moisture content relationship	Standard compactive effort	AS 1289.5.1.1;TfNSW TS 02795.06;TfNSW TS 02796.01
		Dry density/moisture content relationship	Modified compactive effort	AS 1289.5.2.1, TfNSW TS 02795.07
Evaluation of geotechnical and civil construction material - Soil field density	Soils	Compaction control	Hilf	AS 1289.5.7.1
		Dry density ratio; Moisture ratio	Calculation; Measured	AS 1289.5.4.1
		Relative compaction	Not applicable	TfNSW TS 02795.28
Evaluation of geotechnical and civil construction material - Soil pre-treatment	Soils	Soil pre-treatment	Not applicable	AS 1289.1.1, TfNSW TS 02795.01

Mount Pleasant Annex

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service	Product	Determinant	Technique	Procedure	Limitations
Annex facility	Materials defined by all or some for which the site is accredited	Determinations defined by all or some for which the site is accredited	Techniques defined by all or some for which the site is accredited	Mount Pleasant Annex Facility, Site No 27159 is established from 23 June 2025 until 25 August 2026 for Tailings Storage Facility Materials Testing Geotechnical for MACH Mount Pleasant Operations Pty Ltd, Contract No.ME24-083.

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