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

Scope of Accreditation

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, TfNSW TS 02799.32, TfNSW TS 02799.50

Shape Crushed faces

TfNSW TS 02799.36

Particle size distribution Fine particles in road materials; Sieve analysis

AS 1141.11.1, AS 1141.19, 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, TfNSW TS 02799.08, TfNSW TS 02799.09

Shape Ratio greatest to least dimension TfNSW TS 02799.53
Shape Proportional calliper

AS 1141.14, TfNSW TS 02799.12

Bulk density Compacted; Uncompacted

AS 1141.4, TfNSW TS 02799.10, TfNSW TS 02799.11

Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12, 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, 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

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

Compressive strength Core; Cube; Cylinder

AS 1012.9, AS 1012.14, 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, 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, TfNSW TS 02799.21

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

AS 1289.3.4.1, TfNSW TS 02795.08

Plastic limit Not applicable

AS 1289.3.2.1, TfNSW TS 02795.05

Plasticity index Casagrande

AS 1289.3.3.1, TfNSW TS 02795.05

Moisture content Drying oven

AS 1289.2.1.1, TfNSW TS 02795.14

Fine particles in road materials Not applicable

AS 1141.19, TfNSW TS 02795.03

Liquid limit Casagrande four point; Casagrande one point

AS 1289.3.1.1, AS 1289.3.1.2, TfNSW TS 02795.04

Sieve analysis Not applicable

AS 1289.3.6.1, 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, 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, TfNSW TS 02795.07

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

TfNSW TS 02795.13

Compaction control Hilf

AS 1289.5.7.1

Density - In situ Nuclear gauge

AS 1289.5.8.1, TfNSW TS 02795.36

Relative compaction Not applicable

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, TfNSW TS 02795.23
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Compressive strength Uniaxial maximum dry TfNSW TS 02795.09
Bearing ratio Remoulded specimens AS 1289.6.1.1, 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

TfNSW TS 02794.02

Soil pre-treatment Not applicable

AS 1289.1.1, TfNSW TS 02795.01

Soil pre-treatment Accelerated weathering pre-treatment

TfNSW TS 02794.03

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Compressive strength Uniaxial unconfined

TfNSW TS 02795.10, TfNSW TS 02796.02

Sample collection Aggregates Not applicable Aggregate from a stockpile

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

Rocks Not applicable Gabions; Rock spalls AS 1141.3.2 (except clauses 7 and 8), 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, 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.