Home / ASCT Illawarra

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

asct.com.au

Contact

Mr Jack McKillop P: +61 0497979929

Availability

Services available to external clients

Scope of Accreditation

Print scopes

ASCT Illawarra

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service	Product	Determinant	Technique	Procedure	Limitations
Accreditation is held to establish new branch sitesHunter branch	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
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	Foreign material in recycled aggregate	Manual classification	RMS (NSW) Method T276 TfNSW TS 02799.51
		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	Shape	Crushed faces	RMS (NSW) Method T239 TfNSW TS 02799.36
		Particle density of coarse aggregate; Water absorption of coarse aggregate	Weighing-in-water	AS 1141.6.1, RMS (NSW) Method T209 TfNSW TS 02799.08
		Bulk density	Compacted; Uncompacted	AS 1141.4, RMS (NSW) Method T211, RMS (NSW) Method T212 TfNSW TS 02799.10,TfNSW TS 02799.11
		Particle density of fine aggregate; Water absorption of fine aggregate	Not applicable	AS 1141.5
		Particle size distribution	Fine particles in road materials	AS 1141.19
		Shape	Flakiness	AS 1141.15
		Particle size distribution	Sieve analysis	AS 1141.11.1, RMS (NSW) Method T201 TfNSW TS 02799.02
		Particle size distribution	Sieve analysis of material finer than 75 µm	AS 1141.12, RMS (NSW) Method T203 TfNSW TS 02799.04
		Shape	Proportional calliper	AS 1141.14, RMS (NSW) Method T213 TfNSW TS 02799.12
		Shape	Average least dimension	AS 1141.20.1, AS 1141.20.2, RMS (NSW) Method T235, RMS (NSW) Method T275 TfNSW TS 02799.32,TfNSW TS 02799.50
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, RMS (NSW) Method T205 TfNSW TS 02799.06
		Wet/dry strength variation	Not applicable	AS 1141.22, RMS (NSW) Method T215 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, RMS (NSW) Method T301 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	Flexural strength	Modulus of rupture	AS 1012.11
		Compressive strength	Core; Cube; Cylinder	AS 1012.9, AS 1012.14, RMS (NSW) Method T306, RMS (NSW) Method T310 TfNSW TS 02800.07,TfNSW TS 02800.11
		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, RMS (NSW) Method T316, RMS (NSW) Method T317 TfNSW TS 02800.16,TfNSW TS 02800.17
		Indirect tensile strength	Brazil	AS 1012.10
		Fibre content in fresh concrete	Not applicable	AS 1012.25.1
		Bleeding	In-situ analysis - Freshly mixed concrete	AS 1012.6
		Mass per unit volume - Fresh concrete	In-situ measurement using fixed volume measure	AS 1012.5
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	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, RMS (NSW) Method T304 TfNSW TS 02800.05
		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
Evaluation of geotechnical and civil construction material - Road pavement structural performance	Road pavements	Structural performance evaluation	Benkelman beam; Deflection monitoring	RMS (NSW) Method T160;TfNSW T199; TfNSW TS 02795.22,TfNSW TS 02795.55
Evaluation of geotechnical and civil construction material - Rock properties	Rocks	Moisture content	Drying oven	AS 4133.1.1.1
		Point load strength index	Laboratory measurement	AS 4133.4.1, RMS (NSW) Method T223 TfNSW TS 02799.21
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	Plasticity index	Casagrande	AS 1289.3.3.1;TfNSW T109 TfNSW TS 02795.05
		Plastic limit	Not applicable	AS 1289.3.2.1;TfNSW T109 TfNSW TS 02795.05
		Liquid limit	Casagrande four point; Casagrande one point	AS 1289.3.1.1; AS 1289.3.1.2;TfNSW T108 TfNSW TS 02795.04
		Linear shrinkage	Not applicable	AS 1289.3.4.1;TfNSW T113; TfNSW TS 02795.08
		Fine particles in road materials	Not applicable	TfNSW T107; TfNSW TS 02795.03
		Sieve analysis	Not applicable	AS 1289.3.6.1;TfNSW T106; TfNSW TS 02795.02
		Moisture content	Drying oven	AS 1289.2.1.1, RMS (NSW) Method T120, TfNSW TS 02795.14
Evaluation of geotechnical and civil construction material - Soil compaction characteristics	Soils	Maximum dry density	Not applicable	RMS (NSW) Method T164 TfNSW TS 02795.26
		Dry density/moisture content relationship	Modified compactive effort	AS 1289.5.2.1, RMS (NSW) Method T112 TfNSW TS 02795.07
		Dry density/moisture content relationship	Standard compactive effort	AS 1289.5.1.1, RMS (NSW) Method T111, RMS (NSW) Method T130 TfNSW TS 02795.06,TfNSW TS 02796.01
		Minimum and maximum dry density	Not applicable	AS 1289.5.5.1
		Assignment of optimum moisture content/maximum dry density (OMC/MDD)	Not applicable	AS 1289.5.4.2
		Dry density/moisture content relationship	Three compaction point	RMS (NSW) Method T162 TfNSW TS 02795.24
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, RMS (NSW) Method T185 TfNSW TS 02795.43
Evaluation of geotechnical and civil construction material - Soil field density	Soils	Density - In-situ	Nuclear gauge	AS 1289.5.8.1, RMS (NSW) Method T173 TfNSW TS 02795.36
		Relative compaction	Not applicable	RMS (NSW) Method T166 TfNSW TS 02795.28
		Compaction control	Hilf	AS 1289.5.7.1
		Density - In-situ	Sand pouring apparatus; Sand-cone	RMS (NSW) Method T119, AS 1289.5.3.1 TfNSW TS 02795.13
		Dry density ratio; Moisture ratio	Calculation; Measured	AS 1289.5.4.1
		Density index	Not applicable	AS 1289.5.6.1
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, RMS (NSW) Method T161 TfNSW TS 02795.23
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties	Soils	Bearing ratio	Remoulded specimens	AS 1289.6.1.1, RMS (NSW) Method T117 TfNSW TS 02795.11
		Compressive strength	Uniaxial maximum dry	RMS (NSW) Method T114 TfNSW TS 02795.09
Evaluation of geotechnical and civil construction material - Soil natural contaminants	Soils	Acidity	pH	AS 1289.4.3.1, RMS (NSW) Method T123 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 T102;TfNSW T103; TfNSW TS 02794.02,TfNSW TS 02794.03,
		Soil pre-treatment	Not applicable	AS 1289.1.1 ;TfNSW T105; 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	RMS (NSW) Method T116, RMS (NSW) Method T131 TfNSW TS 02795.10,TfNSW TS 02796.02
		Lime demand	Not applicable	RMS (NSW) Method T144 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, RMS (NSW) Method T100 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, RMS (NSW) Method T300 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, RMS (NSW) Method T100 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

Lihir Island 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	Lihir Island Annex, Site No 26209 is established from 21 February 2023 until 06 February 2026 for the supply of laboratory and manager for material testing on the ring road project for Dekenai Construction Ltd Geotechnical testing service Agreement DEK-ASCT-0001

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, RMS (NSW) Method T120 TfNSW TS 02795.14
Evaluation of geotechnical and civil construction material - Soil compaction characteristics	Soils	Dry density/moisture content relationship	Three compaction point	RMS (NSW) Method T162 TfNSW TS 02795.24
		Dry density/moisture content relationship	Standard compactive effort	AS 1289.5.1.1; RMS (NSW) Method T111; RMS (NSW) Method T130; TfNSW TS 02795.06;TfNSW TS 02796.01
		Dry density/moisture content relationship	Modified compactive effort	AS 1289.5.2.1, RMS (NSW) Method T112 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	RMS (NSW) Method T166 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 T105 TfNSW TS 02795.01

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.

Become a member

Benefits of being a NATA accredited organisation

NATA accredits organisations to perform testing and inspection activities for their products and services. This gives consumers the assurance they need to make safe, healthy and reliable choices. When you choose to become NATA accredited, you can be sure of a number of competitive advantages for your business.

Learn more

Assurance: NATA members receive a globally-recognised, peer-reviewed and government endorsed accreditation that provides a unique level of assurance to members, their clients and the community.
Competence: Our accreditation provides an independent benchmark for technical competence. Receiving NATA accreditation demonstrates to customers your organisation’s commitment to quality, safety and reliability of products and services.
Recognition: NATA accreditation is both nationally and internationally recognised. This provides a competitive advantage when compared to non-accredited organisations and ensures you are market-ready to capitalise on trade opportunities.
Training: NATA has been training individuals and teams both nationally and internationally for over 20 years and enjoys a global reputation for the quality of its courses and programs. Our active role in international accreditation education has seen us conduct training in over 20 countries.
International: NATA’s long standing and active involvement with international groups enables our members to gain international recognition for their accreditation and minimises the need for multiple assessments from different suppliers.
Innovation: NATA provides innovative and timely business solutions that meet the needs of our members and fulfil the expectations of the community. We have the experience and resources to ensure your accreditation provides you and your organisation with unique advantages.