Australian Soil and Concrete Testing Pty Ltd

Site

ASCT Parkes Laboratory

Accreditation No.

20845

Site No.

25023

Date of Accreditation

19 Jul 2021

Address

1/100 Clarinda Street
Parkes, NSW 2870
Australia

asct.com.au

Contact

Mr Luke Thompson P: +61 0437302283

Availability

Services available to external clients

Scope of Accreditation

ASCT Parkes Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Light particles contaminants; Weak particles contaminants Segregation by density; Sieve analysis

AS 1141.31, AS 1141.32

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Bulk density Compacted; Uncompacted

AS 1141.4 Section 7.1, AS 1141.4 Section 7.2, RMS (NSW) Method T211, RMS (NSW) Method T212

TfNSW TS 02799.10,TfNSW TS 02799.11

Shape Flakiness AS 1141.15
Shape Proportional calliper

AS 1141.14, RMS (NSW) Method T213

TfNSW TS 02799.12

Particle size distribution Fine particles in road materials; Sieve analysis

AS 1141.11.1, AS 1141.19, 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

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

Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates 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

AS 1012.3.1, RMS (NSW) Method T301

TfNSW TS 02800.02

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar Specimen preparation Capping of compressive strength specimens

RMS (NSW) Method T305

TfNSW TS 02800.06

Compressive strength Core; Cube; Cylinder

AS 1012.9, AS 1012.14, RMS (NSW) Method T306

TfNSW TS 02800.07

Compacted density - In situ Relative compaction of concrete pavements RMS (NSW) Method T381

TfNSW TS 02800.55

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

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; In-situ manufacture and curing of cylindrical specimens

AS 1012.8.1,  RMS (NSW) Method T304

TfNSW TS 02800.05

Evaluation of geotechnical and civil construction material - Road pavement structural performance Road pavements Structural performance evaluation Benkelman beam; Deflection monitoring RMS (NSW) Method T160, RMS (NSW) Method T199 (2014);TfNSW T199;

TfNSW TS 02795.22,TfNSW TS 02795.55

Evaluation of geotechnical and civil construction material - Soil classification Soils Plastic limit Not applicable

AS 1289.3.2.1, RMS (NSW) Method T109 (2012), TfNSW T109

TfNSW TS 02795.05

Plasticity index Casagrande

AS 1289.3.3.1, RMS (NSW) Method T109 (2012), TfNSW T109

TfNSW TS 02795.05

Moisture content Drying oven

AS 1289.2.1.1, RMS (NSW) Method T120

TfNSW TS 02795.14

Fine particles in road materials Not applicable

AS 1141.19, RMS (NSW) Method T107 (2012), TfNSW T107

TfNSW TS 02795.03

Sieve analysis Not applicable

AS 1289.3.6.1, RMS (NSW) Method T106 (2012), TfNSW T106

TfNSW TS 02795.02

Moisture content Hot plate; Sand bath

RMS (NSW) Method T121

TfNSW TS 02795.15

Liquid limit Casagrande four point; Casagrande one point

AS 1289.3.1.1, AS 1289.3.1.2, RMS (NSW) Method T108 (2012), TfNSW T108

TfNSW TS 02795.04

Moisture content Correlation; Microwave oven

AS 1289.2.1.4, AS 1289.2.3.1, RMS (NSW) Method T180, RMS (NSW) Method T2105, 

TfNSW TS 02795.39,TfNSW TS 02799.09

Linear shrinkage Not applicable

AS 1289.3.4.1, RMS (NSW) Method T113 (2012), TfNSW T113

TfNSW TS 02795.08

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Minimum and maximum dry density Not applicable

AS 1289.5.5.1, RMS (NSW) Method T164

TfNSW TS 02795.26

Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable AS 1289.5.4.2
Dry density/moisture content relationship Standard compactive effort; Three compaction point

AS 1289.5.1.1, RMS (NSW) Method T111, RMS (NSW) Method T130, RMS (NSW) Method T162

TfNSW TS 02795.06,TfNSW TS 02796.01,TfNSW TS 02795.24

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 Dry density ratio; Moisture ratio Calculation; Measured

AS 1289.5.4.1

Density - In situ Sand pouring apparatus

RMS (NSW) Method T119

TfNSW TS 02795.13

Density - In situ Nuclear gauge

AS 1289.5.8.1, RMS (NSW) Method T173

TfNSW TS 02795.36

Compaction control Hilf

AS 1289.5.7.1

Relative compaction Not applicable

RMS (NSW) Method T166

TfNSW TS 02795.28

Density - In situ Sand-cone

AS 1289.5.3.1

Density index Not applicable

AS 1289.5.6.1

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
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, RMS (NSW) Method T132

TfNSW TS 02795.11,TfNSW TS 02796.03

Compressive strength Uniaxial maximum dry RMS (NSW) Method T114

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

RMS (NSW) Method T102 (2012); TfNSW T102; RMS (NSW) Method T103 (2012);TfNSW T103

TfNSW TS 02794.02, TfNSW TS 02794.03

Soil pre-treatment Not applicable

AS 1289.1.1, TfNSW T105, RMS (NSW) Method T105

TfNSW TS 02795.01

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Lime demand Not applicable RMS (NSW) Method T144

TfNSW TS 02797.02

Compressive strength Uniaxial unconfined

RMS (NSW) Method T116, RMS (NSW) Method T131

TfNSW TS 02795.10,TfNSW TS 02796.02

Stabiliser rate of spread rate In-situ measurement

RMS (NSW) Method T136

TfNSW TS 02796.06

Sample collection Aggregates Not applicable Aggregate from a stockpile; Quarry aggregate from a rock spall; Quarry aggregate from gabion

AS 1141.3.1, AS 1141.3.2 (except clauses 7 and 8), RMS (NSW) Method T100

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, 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

AS 1289.1.2.1, RMS (NSW) Method T100

TfNSW TS 02794.01

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.