Inland Geotechnical

Site

Wagga Wagga Laboratory

Accreditation No.

3349

Site No.

3342

Date of Accreditation

13 Feb 1992

Address

6 Jones Street
Wagga Wagga, NSW 2650
Australia

inlandgeo.com.au

Contact

Dr Hoang Han Nguyen P: +61 (02) 69310511

Availability

Services available to external clients

Inland Geotechnical address map

Scope of Accreditation

Print scopes
Wagga Wagga 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 contaminants Aggregates Clay and fine silt Settling

TfNSW TS 02799.43

Organic impurities Colour test

TfNSW TS 02799.38

Foreign material in recycled aggregate Manual classification

TfNSW TS 02799.51

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Bulk density Compacted; Uncompacted

AS 1141.4, RMS (NSW) Method T211, TfNSW TS 02799.10,TfNSW TS 02799.11

Shape Average least dimension; Crushed faces; Flakiness; Proportional calliper

AS 1141.15, AS 1141.18, AS 1141.20.1, AS 1141.20.2, TfNSW TS 02799.12,TfNSW TS 02799.32,TfNSW TS 02799.36,TfNSW TS 02799.50

Particle density of coarse aggregate; Particle density of fine aggregate; Water absorption of coarse aggregate; Water absorption of fine aggregate Weighing-in-water

AS 1141.5, AS 1141.6.1, TfNSW TS 02799.08,TfNSW TS 02799.09

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 TS 02799.02,TfNSW TS 02799.04

Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Wet/dry strength variation Not applicable AS 1141.22, TfNSW TS 02799.13
Aggregate crushing value Not applicable AS 1141.21, TfNSW TS 02799.06
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, TfNSW TS 02800.02

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

AS 1012.9, AS 1012.14, TfNSW TS 02800.07,TfNSW TS 02800.11

Mass per unit volume - Hardened concrete Dimensions; Water displacement

AS 1012.12.1, AS 1012.12.2, TfNSW TS 02800.16,TfNSW TS 02800.17

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; In situ manufacture and curing of cylindrical specimens; Wet conditioning of hardened concrete core specimens

AS 1012.8.1, AS 1012.14, TfNSW TS 02800.05,TfNSW TS 02800.11

Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics Road pavements Texture depth Sand patch

TfNSW TS 02799.37

Evaluation of geotechnical and civil construction material - Soil classification Soils Plasticity index Casagrande

AS 1289.3.3.1, TfNSW TS 02795.01,TfNSW TS 02795.05

Liquid limit Casagrande four point; Casagrande one point

AS 1289.3.1.1, AS 1289 3.1.2, TfNSW TS 02795.04

Fine particles in road materials Not applicable

TfNSW TS 02795.03

Sieve analysis Not applicable

AS 1289.3.6.1, TfNSW TS 02795.06


Linear shrinkage Not applicable

AS 1289.3.4.1, TfNSW TS 02795.08

Moisture content Drying oven; Microwave oven

AS 1289.2.1.1, TfNSW TS 02795.14,TfNSW TS 02795.39

Plastic limit Not applicable

AS 1289.3.2.1, TfNSW TS 02795.05

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

AS 1289.5.1.1, AS 1289.5.2.1, TfNSW TS 02795.06,TfNSW TS 02795.07,TfNSW TS 02795.24

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 Compaction control; Dry density ratio; Moisture ratio; Relative compaction Calculation; Hilf

AS 1289.5.4.1; AS 1289.5.7.1, TfNSW TS 02795.28


Density - In situ Nuclear gauge

AS 1289.5.8.1, TfNSW TS 02795.36

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 Bearing ratio Remoulded specimens AS 1289.6.1.1, TfNSW TS 02795.11


Evaluation of geotechnical and civil construction material - Soil permeability Soils Permeability Falling head for a remoulded specimen AS 1289.6.7.2
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils 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

TfNSW TS 02795.10,TfNSW TS 02796.02

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

AS 1141.3.1

Concrete, grout and mortar Not applicable Fresh concrete from a mixer; Fresh concrete from deposited concrete; Hardened concrete by coring

AS 1012.1, AS 1012.14


Soils Not applicable Undisturbed soil sampling by open-drive sampler AS 1289.1.3.1
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, 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.