ASCT Sydney South

Site

ASCT Sydney South

Accreditation No.

20078

Site No.

23641

Date of Accreditation

08 Feb 2017

Address

10/6 Gladstone Road
Castle Hill, NSW 2154
Australia

asct.com.au

Contact

Mr David Ronald Heathcote P: +61 0410609142

Availability

Services available to external clients

ASCT Sydney South address map

Scope of Accreditation

Print scopes
ASCT Sydney South

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Accreditation is held to establish new branch sitesBranch site ASCT Canberra (Site No. 26105) 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

TfNSW TS 02799.51

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Proportional calliper AS 1141.14

TfNSW TS 02799.12

Particle size distribution Sieve analysis of material finer than 75 µm AS 1141.12

TfNSW TS 02799.04

Bulk density Compacted; Uncompacted

AS 1141.4

TfNSW TS 02799.10,TfNSW TS 02799.11

Particle density of coarse aggregate; Water absorption of coarse aggregate Weighing-in-water

AS 1141.6.1

TfNSW TS 02799.08

Particle size distribution Sieve analysis

AS 1141.11.1

TfNSW TS 02799.02

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

AS 1012.3.1

TfNSW TS 02800.02

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar 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

Compressive strength Core; Cylinder AS 1012.9, AS 1012.14, 

TfNSW TS 02800.07,TfNSW TS 02800.11

Compacted density - In situ Relative compaction of concrete pavements

TfNSW TS 02800.55

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

AS 1012.5

TfNSW TS 02800.04

Specimen preparation Capping of compressive strength specimens; Dressing of voids

TfNSW TS 02800.06,TfNSW TS 02800.43

Air content of freshly mixed concrete Reduced air pressure

AS 1012.4.2

TfNSW TS 02800.20

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

TfNSW TS 02800.05

Specimen conditioning Wet conditioning of hardened concrete core specimens

AS 1012.14, 

TfNSW TS 02800.11

Specimen manufacture and curing Curing flexural strength specimens in the laboratory; In situ manufacture and curing of flexural strength specimens

AS 1012.8.2

TfNSW TS 02800.24

Evaluation of geotechnical and civil construction material - Road pavement structural performance Road pavements Structural performance evaluation Benkelman beam; Deflection monitoring

TfNSW TS 02795.55

Evaluation of geotechnical and civil construction material - Soil classification Soils Linear shrinkage Not applicable AS 1289.3.4.1, 

TfNSW TS 02795.08

Liquid limit Casagrande four point; Casagrande one point AS 1289.3.1.1, AS 1289.3.1.2, 

TfNSW TS 02795.04

Plastic limit Not applicable AS 1289.3.2.1,

TfNSW TS 02795.05

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

Fine particles in road materials Not applicable

TfNSW TS 02795.03

Plasticity index Casagrande AS 1289.3.3.1,

TfNSW TS 02795.05

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Minimum and maximum dry density Not applicable AS 1289.5.5.1
Dry density/moisture content relationship Three compaction point TfNSW TS 02795.24
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

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 field density Soils Density index Not applicable AS 1289.5.6.1
Dry density ratio Calculation AS 1289.5.4.1
Compaction control Hilf AS 1289.5.7.1
Relative compaction Not applicable

TfNSW TS 02795.28

Field moisture content Nuclear gauge AS 1289.5.8.1, 

TfNSW TS 02795.36

Density - In situ Sand-cone AS 1289.5.3.1
Density - In situ Sand pouring apparatus

TfNSW TS 02795.13

Evaluation of geotechnical and civil construction material - Soil in situ penetration Soils Penetration in situ Perth sand penetrometer AS 1289.6.3.3
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 Bearing ratio Remoulded specimens AS 1289.6.1.1,

TfNSW TS 02795.11

Compressive strength Uniaxial maximum dry TfNSW TS 02795.09
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 Not applicable AS 1289.1.1, 

TfNSW TS 02795.01

Soil pre-treatment Accelerated weathering pre-treatment; Repeated compaction pre-treatment

TfNSW TS 02794.02,TfNSW TS 02794.03

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Stabiliser rate of spread rate In situ measurement

TfNSW TS 02796.06

Stabiliser working time Cementitious stabilisation time

RMS (NSW) Method T147

TfNSW TS 02797.04

Compressive strength Uniaxial unconfined

TfNSW TS 02795.10,TfNSW TS 02796.02

Sample collection Aggregates Not applicable Aggregate from a bin; Aggregate from a pavement; Aggregate from a truck; Aggregate from a windrow

AS 1141.3.1, 

TfNSW TS 02794.01

Concrete, grout and mortar Not applicable Hardened concrete by coring

AS 1012.14

Not applicable Fresh concrete from a mixer; Fresh concrete from deposited concrete

AS 1012.1

TfNSW TS 02800.01

Soils Not applicable Site selection - Random stratified sampling

AS 1289.1.4.2

Not applicable Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling in situ

AS 1289.1.2.1

TfNSW TS 02794.01

I2S Inland Rail 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 I2S Inland Rail Annex Facility, Site No. 27229 is established from 10 September 2025 until 1 December 2026 for Project title: Illabo to Stockinbingal (I2S) Project Contract number: 7688-045, for John Holland PTY LTD.

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.

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