Douglas Partners Pty Ltd

Site

Unanderra Laboratory

Accreditation No.

828

Site No.

11176

Date of Accreditation

25 Oct 1995

Address

Unit 1, Luso Drive
Unanderra, NSW 2526
Australia

douglaspartners.com.au

Contact

Mr Kevin Spicer P: +61 0414769009

Availability

Services available to external clients

Scope of Accreditation

Unanderra 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 AS 1141.33, RMS (NSW) Method T268

TfNSW TS 02799.43

Foreign material in recycled aggregate Manual classification

RMS (NSW) Method T276

TfNSW TS 02799.51

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

AS 1141.11.1; RMS (NSW) Method T201

TfNSW TS 02799.02

Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12; RMS (NSW) Method T203

TfNSW TS 02799.04

Particle size distribution Fine particles in road materials

AS 1141.19

Shape Proportional calliper

AS 1141.14; RMS (NSW) Method T213

TfNSW TS 02799.12

Particle density of fine aggregate; Water absorption of fine aggregate Weighing-in-water AS 1141.5
Particle density of coarse aggregate; Water absorption of coarse aggregate Weighing-in-water AS 1141.6.1
Bulk density Compacted; Uncompacted AS 1141.4, RMS (NSW) Method T211, RMS (NSW) Method T212

TfNSW TS 02799.10,TfNSW TS 02799.11

Evaluation of geotechnical and civil construction material - Aggregate stabilisation Aggregates Cohesion of compacted material Unconfined AS 1141.52
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; 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; RMS (NSW) Method T301

TfNSW TS 02800.02

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

AS 1012.9, AS 1012.14, RMS (NSW) Method T306, RMS (NSW) Method T375

TfNSW TS 02800.07,TfNSW TS 02800.49

Specimen preparation Capping of compressive strength specimens

RMS (NSW) Method T305

TfNSW TS 02800.06

Mass per unit volume - Hardened concrete Dimensions

AS1012.12.1; RMS (NSW) Method T316

TfNSW TS 02800.16

Mass per unit volume - Hardened concrete Water displacement

AS 1012.12.2

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; 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) Method T160, TfNSW T199;

TfNSW TS 02795.22,TfNSW TS 02795.55

Evaluation of geotechnical and civil construction material - Soil classification Soils Plastic limit Not applicable

AS 1289.3.2.1; TfNSW T109

TfNSW TS 02795.05

Moisture content Microwave oven

AS 1289.2.1.4, RMS (NSW) Method T180

TfNSW TS 02795.39

Sieve analysis Not applicable

AS 1289 3.6.1; TfNSW T106; RMS(NSW) Method T106

TfNSW TS 02795.02

Fine particles in road materials Not applicable

TfNSW T107; RMS(NSW) Method T107

TfNSW TS 02795.03

Moisture content Drying oven

AS 1289.2.1.1; RMS (NSW) Method T120

TfNSW TS 02795.14

Sydney Water supplier of field testing services
Plasticity index Casagrande

AS 1289.3.3.1; TfNSW T109

TfNSW TS 02795.05

Linear shrinkage Not applicable

AS 1289 3.4.1; TfNSW T113;

TfNSW TS 02795.08

Liquid limit Casagrande one point

AS 1289.3.1.2

Liquid limit Casagrande four point

AS 1289.3.1.1; TfNSW T108

TfNSW TS 02795.04

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

Maximum dry density Not applicable

RMS (NSW) Method T164

TfNSW TS 02795.26

Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1, RMS (NSW) Method T112

TfNSW TS 02795.07

Sydney Water supplier of field testing services
Dry density/moisture content relationship Three compaction point

RMS (NSW) Method T162

TfNSW TS 02795.24

Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1; RMS (NSW) Method T111, RMS (NSW) Method T130

TfNSW TS 02795.06,TfNSW TS 02796.01

Sydney Water supplier of field testing services
Minimum and maximum dry density Not applicable

AS 1289.5.5.1

Sydney Water supplier of field testing services
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 Moisture ratio Measured

AS 1289.5.4.1

Sydney Water supplier of field testing services
Relative compaction Not applicable

RMS (NSW) Method T166

TfNSW TS 02795.28

Compaction control Hilf

AS 1289.5.7.1

Sydney Water supplier of field testing services
Density index Not applicable

AS 1289.5.6.1

Sydney Water supplier of field testing services
Dry density ratio Calculation

AS 1289.5.4.1

Sydney Water supplier of field testing services
Density - In-situ Nuclear gauge

AS 1289.5.8.1, RMS (NSW) Method T173

TfNSW TS 02795.36

Sydney Water supplier of field testing services
Density - In-situ Sand pouring apparatus; Sand-cone

AS 1289.5.3.1; RMS (NSW) Method T119

TfNSW TS 02795.13

Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Compressive strength Uniaxial maximum dry RMS (NSW) Method T114

TfNSW TS 02795.09

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

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

TfNSW T103;

TfNSW TS 02794.03

Soil pre-treatment Repeated compaction pre-treatment

TfNSW T102;

TfNSW TS 02794.02

Soil pre-treatment Not applicable

AS 1289.1.1, 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 Stabiliser working time Not applicable

RMS (NSW) Method T147

TfNSW TS 02797.04

Compressive strength Uniaxial unconfined

RMS (NSW) Method T116, RMS (NSW) Method T131

TfNSW TS 02795.10,TfNSW TS 02796.02

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

AS 1141.3.1; RMS (NSW) Method T100

TfNSW TS 02794.01

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

AS 1012.1

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

AS 1289.1.2.1; RMS (NSW) Method T100

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.