ASCT Hunter

Site

ASCT Hunter

Accreditation No.

21321

Site No.

25677

Date of Accreditation

22 Aug 2024

Address

2/2 Arunga Drive
Beresfield, NSW 2322
Australia

asct.com.au

Contact

Mr Joseph Stallard P: +61 0421989919

Availability

Services available to external clients

ASCT Hunter address map

Scope of Accreditation

Print scopes
ASCT Hunter

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Clay and fine silt Settling AS 1141.33
Foreign material in recycled aggregate Manual classification

TfNSW TS 02799.51

Weak particles contaminants Sieve analysis AS 1141.32
Organic impurities Colour test AS 1141.34
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Bulk density Compacted; Uncompacted AS 1141.4
Particle size distribution Fine particles in road materials AS 1141.19
Particle density of coarse aggregate; Water absorption of coarse aggregate Weighing-in-water AS 1141.6.1,

TfNSW TS 02799.08

Shape Crushed faces

TfNSW TS 02799.36

Particle size distribution Sieve analysis AS 1141.11.1

TfNSW TS 02799.02

Shape Flakiness AS 1141.15
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

Particle density of fine aggregate; Water absorption of fine aggregate Not applicable AS 1141.5
TfNSW TS 02799.09
Shape Average least dimension AS 1141.20.1, AS 1141.20.2,

TfNSW TS 02799.32, TfNSW TS 02799.50

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
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
Mass per unit volume - Fresh concrete In situ measurement using fixed volume measure AS 1012.5
Compressive strength Core; Cube; Cylinder AS 1012.9
AS 1012.14 (excluding clause 6.2)

TfNSW TS 02800.11

Flexural strength Modulus of rupture AS 1012.11
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 and curing Curing cylinder specimens in the laboratory; Curing flexural strength specimens in the laboratory; Curing grout and mortar cube specimens in the laboratory; In situ manufacture and curing of cylindrical specimens; In situ manufacture and curing of drying shrinkage specimens; In situ manufacture and curing of flexural strength specimens; In situ manufacture and curing of grout and mortar cubes; Moist curing drying shrinkage specimens in the laboratory AS 1012.8.1
AS 1012.8.2
AS 1012.8.3
AS 1012.8.4
Specimen conditioning Wet conditioning of hardened concrete core specimens AS 1012.14 (excluding clause 6.2)
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 Moisture content Drying oven AS 4133.1.1.1
Point load strength index Laboratory measurement AS 4133.4.1
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 Moisture content Drying oven AS 1289.2.1.1

TfNSW TS 02795.14

Fine particles in road materials Not applicable

TfNSW TS 02795.03

Plasticity index Casagrande AS 1289.3.3.1

TfNSW TS 02795.05

Linear shrinkage Not applicable AS 1289.3.4.1

TfNSW TS 02795.08

Sieve analysis Not applicable AS 1289.3.6.1

TfNSW TS 02795.02

Liquid limit Casagrande 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

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Three compaction point

TfNSW TS 02795.24

Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable AS 1289.5.4.2
Minimum and maximum dry density Not applicable AS 1289.5.5.1
Dry density/moisture content relationship Modified compactive effort AS 1289.5.2.1

TfNSW TS 02795.07

Maximum dry density Not applicable

TfNSW TS 02795.26

Dry density/moisture content relationship Standard compactive effort AS 1289.5.1.1

TfNSW TS 02795.06

TfNSW TS 02796.01

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 Dry density ratio; Moisture ratio Calculation; Measured AS 1289.5.4.1
Compaction control Hilf AS 1289.5.7.1
Density - In situ Nuclear gauge AS 1289.5.8.1

TfNSW TS 02795.36

Density index Not applicable AS 1289.5.6.1
Relative compaction Not applicable

TfNSW TS 02795.28

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

TfNSW TS 02795.13

Evaluation of geotechnical and civil construction material - Soil in situ penetration Soils Penetration - In situ Dynamic cone; Perth sand penetrometer AS 1289.6.3.2
AS 1289.6.3.3

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 pre-treatment Soils 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 reactivity Soils Reactivity Shrink/swell AS 1289.7.1.1
Evaluation of geotechnical and civil construction material - Soil sample preparation Soils Preparation of disturbed samples Not applicable AS 1289.1.1
TfNSW TS 02795.01
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
Stabiliser working time Cementitious stabilisation time TfNSW TS 02797.04
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 AS 1012.1
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

Not applicable Undisturbed soil sampling by open-drive sampler AS 1289.1.3.1

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.