Australian Soil and Concrete Testing Pty Ltd

Site

ASCT Tumut

Accreditation No.

20569

Site No.

24657

Date of Accreditation

14 Nov 2019

Address

Unit 3, 11 Jarah Road
Tumut, NSW 2720
Australia

asct.com.au

Contact

Availability

Services available to external clients

Australian Soil and Concrete Testing Pty Ltd address map

Scope of Accreditation

Print scopes
ASCT Tumut

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Weak particles contaminants Sieve analysis AS 1141.32
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates 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

Shape Crushed faces

RMS (NSW) Method T239

TfNSW TS 02799.36

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 density of coarse aggregate; Particle density of fine aggregate; Water absorption of coarse aggregate; Water absorption of fine aggregate Not applicable; Weighing-in-water

AS 1141.5, AS 1141.6.1, RMS (NSW) Method T209, RMS (NSW) Method T210

TfNSW TS 02799.08,TfNSW TS 02799.09

Shape Ratio greatest to least dimension RMS (NSW) Method T278

TfNSW TS 02799.53

Shape Proportional calliper

AS 1141.14, RMS (NSW) Method T213

TfNSW TS 02799.12

Bulk density Compacted; Uncompacted

AS 1141.4, RMS (NSW) Method T211, RMS (NSW) Method T212

TfNSW TS 02799.10,TfNSW TS 02799.11

Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12, RMS (NSW) Method T203

TfNSW TS 02799.04

Shape Flakiness

AS 1141.15

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 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

Compressive strength Core; Cube; Cylinder

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

TfNSW TS 02800.07

Specimen preparation Capping of compressive strength specimens

RMS (NSW) Method T305

TfNSW TS 02800.06

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,  RMS (NSW) Method T304

TfNSW TS 02800.05

Specimen conditioning Wet conditioning of hardened concrete core specimens

AS 1012.14

Evaluation of geotechnical and civil construction material - Rock properties Rocks Point load strength index Not applicable

AS 4133.4.1, RMS (NSW) Method T223

TfNSW TS 02799.21

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

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

TfNSW TS 02795.08

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

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

Sieve analysis Not applicable

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

TfNSW TS 02795.02

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils 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 Density - In situ Sand pouring apparatus

RMS (NSW) Method T119

TfNSW TS 02795.13

Compaction control Hilf

AS 1289.5.7.1

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

Density index Not applicable

AS 1289.5.6.1

Density - In situ Sand-cone

AS 1289.5.3.1

Dry density ratio; Moisture ratio Calculation; Measured

AS 1289.5.4.1

Evaluation of geotechnical and civil construction material - Soil in situ penetration Soils 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 Compressive strength Uniaxial maximum dry RMS (NSW) Method T114

TfNSW TS 02795.09

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

Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Repeated compaction pre-treatment

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

TfNSW TS 02794.02

Soil pre-treatment Not applicable

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

TfNSW TS 02795.01

Soil pre-treatment Accelerated weathering pre-treatment

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

TfNSW TS 02794.03

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

Sample collection Aggregates Not applicable Aggregate from a stockpile

AS 1141.3.1, 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

Rocks Not applicable Gabions; Rock spalls AS 1141.3.2 (except clauses 7 and 8), RMS (NSW) Method T100

TfNSW TS 02794.01

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

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.