Douglas Partners Pty Ltd

Site

Goulburn Laboratory

Accreditation No.

828

Site No.

21921

Date of Accreditation

30 Jun 2014

Address

54 Sinclair Street, (PO Box 180)
Goulburn, NSW 2580
Australia

douglaspartners.com.au

Contact

Ms Nicole Purton P: +61 0467181629

Availability

Services available to external clients

Douglas Partners Pty Ltd address map

Scope of Accreditation

Print scopes
Goulburn 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; Weak particles contaminants Settling; Sieve analysis AS 1141.32, AS 1141.33, TfNSW TS 02799.43
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 Fine particles in road materials

AS 1141.19

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 02799.07, TfNSW TS 02799.08, TfNSW TS 02799.09
Bulk density Compacted; Uncompacted AS 1141.4, TfNSW TS 02799.10, TfNSW TS 02799.11 
Shape Average least dimension; Flakiness; Proportional calliper; Ratio greatest to least dimension AS 1141.14, AS 1141.15, AS 1141.20.1, AS 1141.20.2, TfNSW TS 02799.12, TfNSW TS 02799.32, TfNSW TS 02799.50 
Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12, RMS (NSW) Method T203

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
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in situ Concrete, grout and mortar Slump flow Cone

AS1012.3.1, 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

Mass per unit volume - Hardened concrete Dimensions; Water displacement AS 1012.12.1, AS 1012.12.2, RMS (NSW) Method T316, RMS (NSW) Method T317

TfNSW TS 02800.16,TfNSW TS 02800.17

Specimen preparation Capping of compressive strength specimens RMS (NSW) Method T305

TfNSW TS 02800.06

Air content of freshly mixed concrete Reduced air pressure AS 1012.4.2, RMS (NSW) Method T320

TfNSW TS 02800.20

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen conditioning Wet conditioning of hardened concrete core specimens AS 1012.14
Specimen manufacture and curing Curing cylinder specimens in the laboratory; Curing grout and mortar cube specimens in the laboratory; In situ manufacture and curing of cylindrical specimens

AS 1012.8.1, RMS (NSW) Method T375

TfNSW TS 02800.49

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 Sieve analysis Not applicable

AS 1289.3.6.1, TfNSW T106; RMS(NSW) Method T106

TfNSW TS 02795.02

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

Plastic limit Not applicable

AS 1289.3.2.1, TfNSW T109

TfNSW TS 02795.05

Plasticity index Casagrande

AS 1289.3.3.1, TfNSW T109

TfNSW TS 02795.05

Moisture content Drying oven

AS 1289.2.1.1, RMS (NSW) Method T120

TfNSW TS 02795.14

Linear shrinkage Not applicable

AS 1289.3.4.1, TfNSW T113;

TfNSW TS 02795.08

Fine particles in road materials Not applicable

TfNSW T107; RMS(NSW) Method T107

TfNSW TS 02795.03

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

AS 1289.5.2.1, RMS (NSW) Method T112

TfNSW TS 02795.07

Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

AS 1289.5.4.2

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

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 Sand pouring apparatus

RMS (NSW) Method T119

TfNSW TS 02795.13

Compaction control Hilf

AS 1289.5.7.1

Moisture ratio Measured

AS 1289.5.4.1

Relative compaction

RMS (NSW) Method T166

TfNSW TS 02795.28

Dry density ratio Calculation

AS 1289.5.4.1

Density - In situ Nuclear gauge

AS 1289.5.8.1, RMS (NSW) Method T173

TfNSW TS 02795.36

Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils 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; Repeated compaction pre-treatment

TfNSW T102; TfNSW T103

TfNSW TS 02794.02,TfNSW TS 02794.03

Soil pre-treatment Not applicable

AS 1289.1.1, TfNSW T105;

TfNSW TS 02795.01

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils 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

Monaro Highway Upgrade Annex Facility

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Annex facility 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 Monaro Highway Upgrade Annex Facility,
site no. 26642,
is established from 18 March 2024 until 30 November 2025
for Monaro Highway Upgrade - Lanyon Drive Interchange and Associated Works for Package 1B Services - Hume, ACT project for Woden Contractors Pty Ltd,
Contract number P208281.19

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