Construction Sciences Pty Ltd

Site

Tuggerah Laboratory

Accreditation No.

1986

Site No.

24169

Date of Accreditation

Address

Unit 2, 22 Reliance Drive
Tuggerah, NSW 2259
Australia

netgeo.com.au

Contact

Mr Marshall Webster P: +61 0447222412

Availability

Services available to external clients

Scope of Accreditation

Withdrawn

ISO/IEC 17025 (2005)

Infrastructure and Asset Integrity

Withdrawn
Service Product Determinant Technique Procedure Limitations
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

Particle size distribution Sieve analysis

AS 1141.11.1

RMS (NSW) Method T201

Particle size distribution Fine particles in road materials

RMS (NSW) Method T107

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

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar Specimen preparation Capping of compressive strength specimens

RMS (NSW) Method T305

Compressive strength Core

AS 1012.14

RMS (NSW) Method T310

Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1

RMS (NSW) Method T316

Compressive strength Cylinder

AS 1012.9

RMS (NSW) Method T306

Mass per unit volume - Hardened concrete Water displacement

AS 1012.12.2

RMS (NSW) Method T317

Air content of freshly mixed concrete Reduced air pressure AS 1012.4.2 and RMS (NSW) Method T320
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen manufacture and curing Curing cylinder specimens in the laboratory

AS 1012.8.1

RMS (NSW) Method T304

Specimen manufacture and curing In-situ manufacture and curing of flexural strength specimens

AS 1012.8.2

RMS (NSW) Method T327

Specimen conditioning Dry conditioning of hardened concrete core specimens

AS 1012.14

RMS (NSW) Method T310

Specimen manufacture and curing In-situ manufacture and curing of cylindrical specimens

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) Methods T160, T199
Evaluation of geotechnical and civil construction material - Soil classification Soils Plasticity index Casagrande

AS 1289.3.3.1

RMS (NSW) Method T109

Fine particles in road materials Not applicable

RMS (NSW) Method T107

Linear shrinkage Not applicable

AS 1289.3.4.1

RMS (NSW) Method T113

Sieve analysis Not applicable

AS 1289.3.6.1

RMS (NSW) Method T106

Plastic limit Not applicable

AS 1289.3.2.1

RMS (NSW) Method T109

Liquid limit Casagrande four point

RMS (NSW) Method T108

Moisture content Drying oven

AS 1289.2.1.1

RMS (NSW) Method T120

Liquid limit Casagrande one point

AS 1289.3.1.1

AS 1289.3.1.2

Particle density Not applicable

AS 1289.3.5.1

RMS (NSW) Method T127

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Minimum and maximum dry density Not applicable

AS 1289.5.5.1

Dry density/moisture content relationship Three compaction point

RMS (NSW) Method T162

Dry density/moisture content relationship; Minimum and maximum dry density Modified compactive effort

AS 1289.5.2.1

RMS (NSW) Method T112

Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1

RMS (NSW) Method T111

RMS (NSW) Method T130

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 engineering properties Soils Dispersion Emerson class AS 1289.3.8.1
Penetration in-situ Perth sand penetrometer

AS 1289.6.3.3

Penetration in-situ Dynamic cone

AS 1289.6.3.2

RMS (NSW) Method T161

Reactivity Shrink/swell

AS 1289.7.1.1

Fine particle analysis Hydrometer

AS 1289.3.6.3

RMS (NSW) Method T190

Bearing ratio Remoulded specimens

AS 1289.6.1.1

RMS (NSW) Method T117

RMS (NSW) Method T132

RMS (NSW) Method T167

Evaluation of geotechnical and civil construction material - Soil field density Soils Density index Not applicable

AS 1289.5.6.1

Relative compaction Not applicable

RMS (NSW) Method T166

Density - In-situ Sand pouring apparatus

RMS (NSW) Method T119

Compaction control Hilf

AS 1289.5.7.1

Density - In-situ Nuclear gauge

AS 1289.5.8.1

RMS (NSW) Method T173

Density - In-situ Sand-cone

AS 1289.5.3.1

Dry density ratio Calculation

AS 1289.5.4.1

Moisture ratio Measured

AS 1289.5.4.1

Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

AS 1289.1.1

RMS (NSW) Method T105

Soil pre-treatment Accelerated weathering pre-treatment; Repeated compaction pre-treatment

RMS (NSW) Method T102

RMS (NSW) Method T103

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Compressive strength Uniaxial unconfined

RMS (NSW) Method T116

RMS (NSW) Method T131

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

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

Not applicable Hardened concrete by coring

AS 1012.14

Soils Not applicable Site selection - Random sampling; Site selection - Random stratified sampling

AS 1289.1.4.1, 1.4.2

Not applicable Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling in-situ

AS 1289.1.2.1

RMS (NSW) Method T100

Not applicable Undisturbed soil sampling by open-drive sampler

AS 1289.1.3.1

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.