Coffey Testing Pty Ltd

Site

Yennora Laboratory

Accreditation No.

431

Site No.

21892

Date of Accreditation

01 Jun 2017

Address

1 Norrie Sttreet
Yennora, NSW 2161
Australia

coffeytesting.com

Contact

Mr Russell Booth P: +61 0417422870

Availability

Services available to external clients

Scope of Accreditation

Withdrawn 24 Jun 2022

Voluntary

Yennora Laboratory

ISO/IEC 17025 (2017)

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Withdrawn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

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 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

Compressive strength; Specimen preparation Capping of compressive strength specimens; Cylinder

AS 1012.9; RMS (NSW) Method T305, RMS (NSW) Method T306

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; RMS (NSW) Method T304

Evaluation of geotechnical and civil construction material - Soil classification Soils Fine particles in road materials; Linear shrinkage; Liquid limit; Moisture content; Plastic limit; Plasticity index; Sieve analysis Casagrande four point; Casagrande one point; Drying oven

AS 1289.2.1.1, AS 1289.3.1.1, AS 1289.3.1.2, AS 1289.3.2.1, AS 1289.3.3.1, AS 1289.3.4.1, AS 1289.3.6.1; RMS (NSW) Method T106, RMS (NSW) Method T107, RMS (NSW) Method T108, RMS (NSW) Method T109, RMS (NSW) Method T113, RMS (NSW) Method T120

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship; Minimum and maximum dry density Modified compactive effort; Standard compactive effort; Three compaction point

AS 1289.5.1.1, AS 1289.5.2.1, AS 1289.5.5.1; RMS (NSW) Method T111, RMS (NSW) Method T112, RMS (NSW) Method T162, RMS (NSW) Method T164

Evaluation of geotechnical and civil construction material - Soil engineering properties Soils Bearing ratio Remoulded specimens

AS 1289.6.1.1; RMS (NSW) Method T117

Evaluation of geotechnical and civil construction material - Soil field density Soils Compaction control; Density - In-situ; Density index; Dry density ratio; Moisture ratio; Relative compaction Calculation; Hilf; Measured; Nuclear gauge

AS 1289.5.4.1, AS 1289.5.6.1, AS 1289.5.7.1, AS 1289.5.8.1, RMS (NSW) Method T166, RMS (NSW) Method T173

Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Repeated compaction pre-treatment

AS 1289.1.1; RMS (NSW) Method T102, RMS (NSW) Method T105

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

AS 1141.3.1; RMS (NSW) Method T100

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

AS 1012.1; RMS (NSW) Method T300

Soils Not applicable Disturbed sampling from earthwork; Disturbed soil sampling from a face; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling from an open-drive; Disturbed soil sampling in-situ

AS 1289.1.2.1; RMS (NSW) Method T100

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.