Transport for NSW

Site

Grafton Laboratory

Accreditation No.

2606

Site No.

2599

Date of Accreditation

13 Jul 2020

Address

Heber Street
South Grafton, NSW 2460
Australia

Contact

Mr Dale Morgan P: +61 (02) 66429930

Availability

Services conditionally available to external clients

Scope of Accreditation

Print scopes
Grafton 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
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Sieve analysis AS 1141 11.1
RMS (NSW) Method T201
Shape Proportional calliper AS 1141 .14
RMS (NSW) Method T213
Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Wet/dry strength variation Not applicable RMS (NSW) Method T215
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
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1
Mass per unit volume - Hardened concrete Water displacement

AS 1012.12.2
Compressive strength Core; Cylinder

AS 1012.9, AS 1012.14, RMS (NSW) Method T310
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
Specimen conditioning Wet conditioning of hardened concrete core specimens

AS 1012.14, RMS (NSW) Method T310
Evaluation of geotechnical and civil construction material - Road pavement structural performance Road pavements Structural performance evaluation Benkelman beam; Deflection monitoring

RMS (NSW) Method T160, RMS (NSW) Method T199;TfNSW T199;
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics Road pavements Penetration depth Ball embedment RMS (NSW) Method T271
Evaluation of geotechnical and civil construction material - Soil classification Soils Linear shrinkage Not applicable AS 1289 3.4.1
Liquid limit Casagrande four point; Casagrande one point

AS 1289.3.1.1, AS 1289.3.1.2, RMS (NSW) Method T108;TfNSW T108;TfNSW T105;
Fine particles in road materials Not applicable

RMS (NSW) Method T107;TfNSW T107;
Sieve analysis

AS 1289.3.6.1, RMS (NSW) Method T106;TfNSW T106;
Plasticity index Casagrande

AS 1289.3.3.1, RMS (NSW) Method T109;TfNSW T109;TfNSW T105;
Linear shrinkage Not applicable

RMS (NSW) Method T113;TfNSW T113;
Plastic limit Not applicable

AS 1289.3.2.1, RMS (NSW) Method T109;TfNSW T109;TfNSW T105;
Moisture content Drying oven

AS 1289.2.1.1, RMS (NSW) Method T120
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Modified compactive effort

RMS (NSW) Method T112
Dry density/moisture content relationship Standard compactive effort

RMS (NSW) Method T111, RMS (NSW) Method T130
Dry density/moisture content relationship Three compaction point

RMS (NSW) Method T162
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
Relative compaction Not applicable

RMS (NSW) Method T166
Density - In-situ Nuclear gauge

AS 1289.5.8.1, RMS (NSW) Method T173
Evaluation of geotechnical and civil construction material - Soil in-situ penetration Soils Penetration in-situ Dynamic cone RMS (NSW) Method T161
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Compressive strength Uniaxial maximum dry

RMS (NSW) Method T114
Bearing ratio Remoulded specimens RMS (NSW) Method T117, RMS (NSW) Method T132
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Accelerated weathering pre-treatment

RMS (NSW) Method T103;TfNSW T103;TfNSW T105;
Soil pre-treatment Not applicable

AS 1289.1.1, RMS (NSW) Method T105;TfNSW T105;
Soil pre-treatment Repeated compaction pre-treatment

RMS (NSW) Method T102;TfNSW T102;TfNSW T105;
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Compressive strength Uniaxial unconfined

RMS (NSW) Method T116, RMS (NSW) Method T131
Stabiliser rate of spread rate In-situ measurement

RMS (NSW) Method T136
Sample collection Aggregates Not applicable Aggregate from a stockpile

AS 1141.3.1, RMS (NSW) Method T100
Concrete, grout and mortar Not applicable Hardened concrete by coring

AS 1012.14
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

AS 1289.1.2.1, RMS (NSW) Method T100
Armidale 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 Armidale Annex Facility, Site No. 25732, is established from 1 October 2021 until 1 October 2024 for Northern Region Safety Works for TfNSW Safety Works, Contract No. P.0066021.04.001.003.004
Glen Innes 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 Glen Innes Annex Facility, Site No. 25098, is established from 4 November 2019 until 1 July 2022 for:
Contract: Deep Lift Program - Glen Innes for Roads and Maritime Services - Road Maintenance Division
Contract No.: P.0036444

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