Coffey Testing Pty Ltd

Site

Central Coast Laboratory

Accreditation No.

431

Site No.

5163

Date of Accreditation

17 Sep 1993

Address

3, 111 Wisemans Ferry Road
Somersby, NSW 2250
Australia

coffeytesting.com

Contact

Mr Jon Ries P: +61 0482854873

Availability

Services available to external clients

Coffey Testing Pty Ltd address map

Scope of Accreditation

Print scopes
Central Coast 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
Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates 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; Sieve analysis of material finer than 75 µm

AS 1141.11.1, AS 1141.12, RMS (NSW) Method T201, RMS (NSW) Method T203

TfNSW TS 02799.02,TfNSW TS 02799.04

Moisture content Drying oven

RMS (NSW) Method T262

TfNSW TS 02799.39

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 Air content of freshly mixed concrete Increased air pressure AS 1012.4.2
Mass per unit volume - Fresh concrete In situ measurement using fixed volume measure AS 1012.5
Compressive strength Core; Cylinder

AS 1012.9, AS 1012.14, RMS (NSW) Method T305, RMS (NSW) Method T306

TfNSW TS 02800.06,TfNSW TS 02800.07

Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1, RMS (NSW) Method T316

TfNSW TS 02800.16

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

AS 1012.8.1, AS 1012.14, RMS (NSW) Method T304

TfNSW TS 02800.05

Evaluation of geotechnical and civil construction material - Masonry, concrete and clay unit properties Masonry, concrete and clay units Water absorption Not applicable AS/NZS 4058 Appendix F
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 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, TfNSW T106, TfNSW T107, TfNSW T108, TfNSW T109, TfNSW T113, RMS (NSW) Method T120

TfNSW TS 02795.01,TfNSW TS 02795.02,TfNSW TS 02795.03,TfNSW TS 02795.04,TfNSW TS 02795.05,TfNSW TS 02795.08,TfNSW TS 02795.14

 Mobile capability - moisture content - drying oven
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 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

TfNSW TS 02795.06,TfNSW TS 02795.07,TfNSW TS 02796.01

 Mobile capability - dry density/moisture content relationship, assignment of OMC/MDD
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 Compaction control; Density - In situ; Dry density ratio; Field moisture content; Moisture ratio; Relative compaction Hilf; Nuclear gauge

AS 1289.5.4.1, AS 1289.5.7.1, AS 1289.5.8.1, RMS (NSW) Method T162, RMS (NSW) Method T166, RMS (NSW) Method T173

TfNSW TS 02795.24,TfNSW TS 02795.28,TfNSW TS 02795.36

 Mobile capability - compaction control, dry density ratio, moisture ratio, density in-situ, field moisture content
Evaluation of geotechnical and civil construction material - Soil in situ penetration Soils Penetration in situ Dynamic cone; Perth sand penetrometer AS 1289.6.3.2, AS 1289.6.3.3, RMS (NSW) Method T161

TfNSW TS 02795.23

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

AS 1289.1.1, TfNSW T102, TfNSW T103, TfNSW T105, RMS (NSW) Method T105

TfNSW TS 02794.02,TfNSW TS 02794.03,TfNSW TS 02795.01

 Mobile capability - soil pre-treatment
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

 Mobile capability - Preparation only
Sample collection Aggregates Not applicable Aggregate from a stockpile

AS 1141.3.1, RMS (NSW) Method T100

TfNSW TS 02794.01

Concrete, grout and mortar Not applicable Fresh concrete from a mixer; Hardened concrete by coring

AS 1012.1, AS 1012.14, RMS (NSW) Method T300

TfNSW TS 02800.01

Soils Not applicable Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Undisturbed soil sampling by open-drive sampler; Undisturbed soil sampling by rotary core sampler

AS 1289.1.2.1, AS 1289.1.3.1, 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.