ADG Laboratories Pty Ltd

Site

Hobart Laboratory

Accreditation No.

16752

Site No.

18087

Date of Accreditation

21 Nov 2008

Address

Unit 8A 121 Mornington Street
Mornington, TAS 7018
Australia

Contact

Mr D Maundrill P: +61 (03) 62446884

Availability

Services available to external clients

Scope of Accreditation

Print scopes
Hobart Laboratory

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 properties Aggregates Sample preparation

AS 5101.2.2
Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.11.1, AS 1141.12
Evaluation of geotechnical and civil construction material - Aggregate stabilisation Aggregates Unconfined compressive strength Not applicable AS 5101.4
Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Wet/dry strength variation Not applicable AS 1141.22
Evaluation of geotechnical and civil construction material - Asphalt field density Asphalts Characteristic density ratio; Characteristic values; Density ratio and air voids Not applicable AS/NZS 2891.14.5, RC (Vic) Method 316.00
Evaluation of geotechnical and civil construction material - Asphalt volumetric properties Asphalts Bulk density Presaturation

AS/NZS 2891.9.2
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
Linear shrinkage Not applicable

AS 1289.3.4.1
Moisture content Drying oven

AS 1289.2.1.1
Plasticity index Casagrande

AS 1289.3.3.1
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 Standard compactive effort

AS 1289.5.1.1
Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1
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
Dry density ratio Calculation

AS 1289.5.4.1
Field moisture content Nuclear gauge

AS 1289.5.8.1
Compaction control Hilf

AS 1289.5.7.1
Moisture ratio Measured

AS 1289.5.4.1
Characteristic field density values Not applicable RC (Vic) Method 316.00
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Remoulded specimens AS 1289.6.1.1
Bearing ratio Assignment of CBR and percent swell RC (Vic) Method 324.01
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

AS 1289.1.1
Sample collection Aggregates Not applicable Aggregate from a bin; Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck; Aggregate from a windrow

AS 1141.3.1
Soils Not applicable Disturbed sampling from earthwork; Disturbed soil sampling from a face; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling from an open-drive; Disturbed soil sampling in-situ

AS 1289.1.2.1
Not applicable Site selection - Random stratified sampling RC (Vic)  Method 316.10

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.