Australian Geotechnical Testing

Site

Australian Geotechnical Testing – Warrnambool

Accreditation No.

20246

Site No.

18429

Date of Accreditation

20 May 2009

Address

2/1109 Raglan Parade
Warrnambool, VIC 3280
Australia

Contact

Mr Leigh Myroniuk P: +61 0476249741

Availability

Services available to external clients

Australian Geotechnical Testing address map

Scope of Accreditation

Print scopes
Australian Geotechnical Testing – Warrnambool

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 Coarse aggregate quality Visual comparison

AS 1141.30.1

RC (Vic) Method 372.01

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Sieve analysis

AS 1141.11.1

Shape Flakiness

AS 1141.15

Evaluation of geotechnical and civil construction material - Soil classification Soils Liquid limit Casagrande four point; Casagrande one point

AS 1289.3.1.1

AS 1289.3.1.2

Sieve analysis Not applicable

AS 1289.3.6.1

Plastic limit Not applicable

AS 1289.3.2.1

Plasticity index Casagrande

AS 1289.3.3.1

Moisture content Drying oven

AS 1289.2.1.1

 Mobile capability - moisture content - drying oven
Linear shrinkage Not applicable

AS 1289.3.4.1

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

AS 1289.5.2.1

 Mobile capability - dry density/moisture content relationship
Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1

 Mobile capability - dry density/moisture content relationship
Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

AS 1289.5.4.2

 Mobile capability -, assignment of OMC/MDD
Evaluation of geotechnical and civil construction material - Soil field density Soils Compaction control Hilf

AS 1289.5.7.1

 Mobile capability - compaction control

Dry density ratio Calculation

AS 1289.5.4.1

 Mobile capability - dry density ratio
Moisture ratio assessment of dry back Not applicable

RC (Vic) Method 316.14

Field moisture content Nuclear gauge

AS 1289.5.8.1

Density - In situ Nuclear gauge

AS 1289.5.8.1

Characteristic field density values Not applicable

RC (Vic) Method 316.00

Evaluation of geotechnical and civil construction material - Soil in situ penetration Soils Penetration in situ Dynamic cone

AS 1289.6.3.2

Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Remoulded specimens

AS 1289.6.1.1

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

RC (Vic) Method 301.05

Soil pre-treatment Not applicable

AS 1289.1.1

RC (Vic) Method 301.01

 Mobile capability - soil pre-treatment
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Laboratory stabilisation of soil Cement; Lime stabilisation

RC (Vic) Method 301.03

RC (Vic) Method 301.06

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

AS 1141.3.1

Soils Not applicable Site selection - Random stratified sampling

AS 1289.1.4.2

RC (Vic) Method 316.10

Not applicable Site selection - Random sampling

AS 1289.1.4.1

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.