ADE Consulting Group Pty Ltd

Site

Construction and Material Testing

Accreditation No.

21005

Site No.

21274

Date of Accreditation

19 Oct 2021

Address

1/68 Asquith Street
Silverwater, NSW 2128
Australia

adenvirotech.com.au

Contact

Mr Ashwin Tatikonda P: +61 0411766775

Availability

Services available to external clients

ADE Consulting Group Pty Ltd address map

Scope of Accreditation

Print scopes
Construction and Material Testing

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
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

RMS (NSW) Method T276

TfNSW TS 02799.51
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12;

RMS (NSW) Method T203

TfNSW TS 02799.04

Particle size distribution Fine particles in road materials

AS 1141.19

TfNSW T107;

TfNSW TS 02795.03

Shape Flakiness; Proportional calliper AS 1141.14; AS 1141.15
RMS (NSW) Method T213

TfNSW TS 02799.12

Particle size distribution Sieve analysis

AS 1141.11.1;

RMS (NSW) Method T201

TfNSW TS 02799.02

Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Aggregate crushing value; Wet/dry strength variation Not applicable AS 1141.21, AS 1141.22, RMS (NSW) Method T205, RMS (NSW) Method T215

TfNSW TS 02799.06,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 Air content of freshly mixed concrete Reduced air pressure AS 1012.4.2
RMS (NSW) Method T320

TfNSW TS 02800.20

Mass per unit volume - Hardened concrete Dimensions AS 1012.12.1
RMS (NSW) Method T316

TfNSW TS 02800.16

Compressive strength; Specimen preparation Capping of compressive strength specimens; Core; Cylinder AS 1012.9; AS 1012.14
RMS (NSW) Method T305, RMS (NSW) Method T306, RMS (NSW) Method T310

TfNSW TS 02800.06, TfNSW TS 02800.07, TfNSW TS 02800.11

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen conditioning; Specimen manufacture and curing Curing cylinder specimens in the laboratory; Curing flexural strength specimens in the laboratory; In situ manufacture and curing of cylindrical specimens; In situ manufacture and curing of flexural strength specimens; Wet conditioning of hardened concrete core specimens AS 1012.8.1; AS 1012.8.2; AS 1012.14
RMS (NSW) Method T304

TfNSW TS 02800.05

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

Moisture content Drying oven AS 4133.1.1.1
Evaluation of geotechnical and civil construction material - Rock strength and deformation Rocks Compressive strength Uniaxial load rate controlled AS 4133.4.2.1
RMS (NSW) Method T229
TfNSW TS 02799.26
Evaluation of geotechnical and civil construction material - Soil classification Soils Description, identification and classification Not applicable AS 1726 Tables 9 and 10  Laboratory Tests Only
Sieve analysis Not applicable

AS 1289.3.6.1

TfNSW T106;

TfNSW TS 02795.02

Linear shrinkage Not applicable

AS 1289.3.4.1

TfNSW T113;

TfNSW TS 02795.08

Plastic limit Not applicable

AS 1289 3.3.1

TfNSW T109

TfNSW TS 02795.05

Moisture content Drying oven

AS 1289.2.1.1

RMS (NSW) Method T120

TfNSW TS 02795.14

Liquid limit Casagrande one point

AS  1289.3.1.2

Liquid limit Casagrande four point

AS 1289.3.1.1

TfNSW T108

TfNSW TS 02795.04

Plasticity index Casagrande

AS 1289.3.3.1

TfNSW T109

TfNSW TS 02795.05

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

AS 1289.5.4.2 

Dry density/moisture content relationship; Maximum dry density; Minimum and maximum dry density Modified compactive effort; Standard compactive effort; Three compaction point

AS 1289.5.1.1, AS 1289.5.2.1, AS 1289.5.5.1

RMS (NSW) Method T111, RMS (NSW) Method T112, RMS (NSW) Method T162, RMS (NSW) Method T164

TfNSW TS 02795.06,TfNSW TS 02795.07,TfNSW TS 02795.24,TfNSW TS 02795.26

Evaluation of geotechnical and civil construction material - Soil dispersion Soils Dispersion Emerson class AS1289.3.8.1

Evaluation of geotechnical and civil construction material - Soil field density Soils 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

Density index Not applicable AS 1289.5.6.1
Moisture ratio Measured

AS 1289.5.4.1

Dry density ratio Calculation

AS 1289.5.4.1

Relative compaction Not applicable

RMS (NSW) Method T166 

TfNSW TS 02795.28

Density - In situ Sand pouring apparatus; Sand-cone

AS 1289 5.3.1 

RMS (NSW) Method T119

TfNSW TS 02795.13

Evaluation of geotechnical and civil construction material - Soil fine particles Soils Fine particle analysis Hydrometer AS 1289 3.6.3
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
RMS (NSW) Method T161

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
RMS (NSW) Method T117
RMS (NSW) Method T132
RMS (NSW) Method T167

TfNSW TS 02795.11,TfNSW TS 02796.03,TfNSW TS 02795.29

Compressive strength Uniaxial maximum dry RMS (NSW) Method T114

TfNSW TS 02795.09

Evaluation of geotechnical and civil construction material - Soil natural contaminants Soils Acidity pH AS 1289.4.3.1
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Repeated compaction pre-treatment

TfNSW T102

TfNSW TS 02794.02

Soil pre-treatment Accelerated weathering pre-treatment

TfNSW T103

TfNSW TS 02794.03

Soil pre-treatment Not applicable

AS 1289.1.1

RMS (NSW) Method T105;TfNSW T105;

TfNSW TS 02795.01

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 stabilisation Soils Compressive strength Uniaxial unconfined AS 5101.4
RMS (NSW) Method T116, RMS (NSW) Method T131

TfNSW TS 02795.10,TfNSW TS 02796.02

Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a windrow

AS 1141.3.1

Concrete, grout and mortar 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; Disturbed soil sampling from a windrow; Disturbed soil sampling in situ

AS 1289.1.2.1;

RMS (NSW) Method T100

TfNSW TS 02794.01

Not applicable Site selection - Random sampling; Site selection - Random stratified sampling AS 1289.1.4.1; AS 1289.1.4.2

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.