J & A Geotech Testing Pty Ltd

Site

Canberra Laboratory

Accreditation No.

19979

Site No.

15485

Date of Accreditation

29 Sep 2003

Address

Unit 2, 25 Dacre Street
Mitchell, ACT 2911
Australia

Contact

Mr Justin Smith P: +61 (02) 62555363

Availability

Services available to external clients

J & A Geotech Testing Pty Ltd address map

Scope of Accreditation

Print scopes
Canberra 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 Clay and fine silt Settling

AS 1141.33


Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Moisture content Drying oven

RMS (NSW) Method T262 



TfNSW TS 02799.39

Particle size distribution Fine particles in road materials; Sieve analysis; Sieve analysis of material finer than 75 µm

AS 1141.11.1

AS 1141.12

AS 1141.19

TfNSW T107; RMS (NSW) Method T201; RMS (NSW) Method T203

TfNSW TS 02795.03,TfNSW TS 02799.02,TfNSW TS 02799.04

Shape Average least dimension; Crushed faces; Proportional calliper

AS 1141.14

AS 1141.20.1

AS 1141.20.2

RMS (NSW) Method T213

RMS (NSW) Method T235

RMS (NSW) Method T239

RMS (NSW) Method T275

TfNSW TS 02799.12,TfNSW TS 02799.32,TfNSW TS 02799.36,TfNSW TS 02799.50

Bulk density Compacted; Uncompacted

AS 1141.4

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

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar Compressive strength Core

AS 1012.14

Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1

Compressive strength

AS 1012.9

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 Manufacture and curing of cylindrical specimens in the laboratory

AS 1012.8.1

Evaluation of geotechnical and civil construction material - Road pavement structural performance Road pavements Structural performance evaluation Benkelman beam; Deflection monitoring

RMS (NSW) Method T160;TfNSW T199;

TfNSW TS 02795.22,TfNSW TS 02795.55

Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics Road pavements Penetration depth Ball embedment RMS (NSW) Method T271

TfNSW TS 02799.46

Evaluation of geotechnical and civil construction material - Soil classification Soils Sieve analysis Not applicable

AS 1289.3.6.1

TfNSW T106;TfNSW T107;

TfNSW TS 02795.02,TfNSW TS 02795.03

Liquid limit; Plastic limit; Plasticity index Casagrande four point; Casagrande one point

AS 1289.3.1.1

AS 1289.3.1.2

AS 1289.3.2.1

AS 1289.3.3.1

TfNSW T108;TfNSW T105; TfNSW T109;TfNSW TS 02795.01,TfNSW TS 02795.04,TfNSW TS 02795.05

Moisture content Drying oven; Microwave oven

AS 1289.2.1.1

AS 1289.2.1.4

RMS (NSW) Method  T120

RMS (NSW) Method  T180

Linear shrinkage Not applicable

AS 1289.3.4.1

TfNSW T113

TfNSW TS 02795.08

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Modified compactive effort; Standard compactive effort

AS 1289.5.1.1

AS 1289.5.2.1

RMS (NSW) Method  T111

RMS (NSW) Method  T112

RMS (NSW) Method  T130



Minimum and maximum dry density

AS 1289.5.5.1

Maximum dry density Not applicable

RMS (NSW) Method  T164



Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

AS 1289.5.4.2

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 Density - In situ Nuclear gauge

AS 1289.5.8.1

RMS (NSW) Methods T173

Compaction control Hilf

AS 1289.5.7.1

RMS (NSW) Method T162

TfNSW TS 02795.24

Relative compaction Not applicable

RMS (NSW) Methods T166

Density index Not applicable

AS 1289.5.6.1

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 natural contaminants Soils Acidity pH

AS 1289.4.3.1



Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Accelerated weathering pre-treatment

AS 1289.1.1
TfNSW T102;TfNSW T103;TfNSW T105;

TfNSW TS 02794.02,TfNSW TS 02794.03,TfNSW TS 02794.5
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Compressive strength; Stabiliser working time Cementitious stabilisation time; Uniaxial unconfined

RMS (NSW) Method T116

RMS (NSW) Method T131
RMS (NSW) Method T147

TfNSW TS 02795.10,TfNSW TS 02796.02,TfNSW TS 02797.04

Sample collection Aggregates Not applicable Aggregate from a stockpile

AS 1141.3.1

Concrete, grout and mortar Not applicable Fresh concrete from a mixer

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

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.