RCA Australia

Site

Newcastle Laboratory (RCA Laboratories-CMT)

Accreditation No.

9811

Site No.

9804

Date of Accreditation

10 Sep 1994

Address

92 Hill Street
Carrington, NSW 2294
Australia

rca.com.au

Contact

Mr Tim Baker P: +61 (02) 49029200

Availability

Services available to external clients

Scope of Accreditation

Newcastle Laboratory (RCA Laboratories-CMT)

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 Foreign material in recycled aggregate Manual classification

RMS (NSW) Method T276

TfNSW TS 02799.51

Weak particles contaminants Sieve analysis

AS 1141.32

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Bulk density Compacted

AS 1141.4

RMS (NSW) Method T212

TfNSW TS 02799.11

Shape Proportional calliper

AS 1141.14

RMS (NSW) Method T213

TfNSW TS 02799.12

Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

RMS (NSW) Method T203

TfNSW TS 02799.04

Shape Average least dimension

AS 1141.20.1

AS 1141.20.2

RMS (NSW) Method T235

RMS (NSW) Method T275

TfNSW TS 02799.32,TfNSW TS 02799.50

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

TfNSW T107

TfNSW TS 02795.03

Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1

RMS (NSW) Method T209

TfNSW TS 02799.08

Bulk density Uncompacted

AS 1141.4

RMS (NSW) Method T211

TfNSW TS 02799.10

Shape Crushed faces

RMS (NSW) Method T239

TfNSW TS 02799.36

Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Wet/dry strength variation Not applicable AS 1141.22
RMS (NSW) Method T239

TfNSW TS 02799.36

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 Compressive strength Cylinder

AS 1012.9

RMS (NSW) Method T306

TfNSW TS 02800.07

Specimen preparation Capping of compressive strength specimens

RMS (NSW) Method T305

TfNSW TS 02800.06

Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1

RMS (NSW) Method T316

TfNSW TS 02800.16

Mass per unit volume - Hardened concrete Water displacement

AS 1012.12.2

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

AS 1012.8.1


Specimen manufacture and curing In-situ manufacture and curing of cylindrical specimens

AS 1012.8.1

RMS (NSW) Method T304

TfNSW TS 02800.05

Evaluation of geotechnical and civil construction material - Road pavement structural performance Road pavements Structural performance evaluation Benkelman beam

RMS (NSW) Method T160

TfNSW TS 02795.22

Structural performance evaluation Deflection monitoring

TfNSW T199

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

TfNSW TS 02795.02

Plastic limit Not applicable

AS 1289.3.2.1; TfNSW T109;TfNSW T105

TfNSW TS 02795.01,TfNSW TS 02795.05

Linear shrinkage Not applicable

AS 1289.3.4.1; TfNSW T113

TfNSW TS 02795.08

Fine particles in road materials Not applicable

TfNSW T107

TfNSW TS 02795.03

Plasticity index Casagrande

AS 1289.3.3.1; TfNSW T109; TfNSW T105

TfNSW TS 02795.01,TfNSW TS 02795.05

Liquid limit Casagrande four point; Casagrande one point

AS 1289.3.1.1; AS 1289.3.1.2; TfNSW T108;TfNSW T105

TfNSW TS 02795.01,TfNSW TS 02795.04

Moisture content Drying oven

AS 1289.2.1.1

RMS (NSW) Method T120

TfNSW TS 02795.14

Moisture content Sand bath

RMS (NSW) Method T121

TfNSW TS 02795.15

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils 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

Maximum dry density Not applicable

RMS (NSW) Method T164

TfNSW TS 02795.26

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

Minimum and maximum dry density Not applicable

AS 1289.5.5.1

Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1

RMS (NSW) Method T112

TfNSW TS 02795.07

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 Nuclear gauge

AS 1289.5.8.1

RMS (NSW) Method T173

TfNSW TS 02795.36

Density - In-situ Sand pouring apparatus

RMS (NSW) Method T119

TfNSW TS 02795.13

Compaction control Hilf

AS 1289.5.7.1

Relative compaction Not applicable

RMS (NSW) Method T166

TfNSW TS 02795.28

Density index Not applicable

AS 1289.5.6.1

Dry density ratio; Moisture ratio Calculation; Measured

AS 1289.5.4.1

Density - In-situ Sand-cone

AS 1289.5.3.1

Evaluation of geotechnical and civil construction material - Soil in-situ penetration Soils Penetration in-situ Dynamic cone AS 1289.6.3.2
RMS (NSW) Method T161

TfNSW TS 02795.23

Penetration in-situ Perth sand penetrometer AS 1289.6.3.3
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Compressive strength Uniaxial maximum dry RMS (NSW) Method T114

TfNSW TS 02795.09

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

TfNSW T103;TfNSW T105

TfNSW TS 02794.03,TfNSW TS 02795.01

Soil pre-treatment Repeated compaction pre-treatment

TfNSW T105;

TfNSW TS 02795.01

Soil pre-treatment Not applicable

AS 1289.1.1; TfNSW T102;TfNSW T105

TfNSW TS 02794.02,TfNSW TS 02795.01

Evaluation of geotechnical and civil construction material - Soil reactivity Soils Reactivity Shrink/swell AS 1289.7.1.1
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 stockpile

AS 1141.3.1

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

AS 1012.1

RMS (NSW) Method T300

TfNSW TS 02800.01

Soils Not applicable Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile

AS 1289.1.2.1

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.