National Association of Testing Authorities, Australia
Scope of Accreditation
Coffey Testing Pty Ltd
Site
Cooma Laboratory
Accreditation No.
431
Site No.
22425
Date of Accreditation
19 Jun 2015
Contact
Availability
Services available to external clients
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| 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; Sieve analysis |
AS 1141.11.1, AS 1141.12; RMS (NSW) Method T201, RMS (NSW) Method T203 |
|
| 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 | AS 1012.12.1 | |
| Compressive strength | Cylinder | AS 1012.9 | |||
| 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 - Soil classification | Soils | Plastic limit; Liquid limit; Plasticity index; Fine particles in road materials; Linear shrinkage; Sieve analysis; Moisture content | 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 | Assignment of optimum moisture content/maximum dry density (OMC/MDD); Dry density/moisture content relationship | Three compaction point; Modified compactive effort; Standard compactive effort |
AS 1289.5.1.1, AS 1289.5.2.1, AS 1289.5.4.2, RMS (NSW) Method T111, RMS (NSW) Method T112, RMS (NSW) Method T130, RMS (NSW) Method T162 |
|
| Evaluation of geotechnical and civil construction material - Soil field density | Soils | Relative compaction; Dry density ratio; Density - In-situ; Moisture ratio; Compaction control | Hilf; Nuclear gauge |
AS 1289.5.4.1, 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 | Not applicable |
AS 1289.1.1, RMS (NSW) Method T105 |
|
| Sample collection | Aggregates | Not applicable | Aggregate from a windrow; Aggregate from a pavement; 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 soil sampling from a stockpile; Disturbed soil sampling in-situ; Disturbed soil sampling from a pavement; Disturbed soil sampling from a windrow |
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.
Accreditation No.
431
Site No.
22425
Print date
05 Aug 2021