A C Testing Services

Site

A C Testing Services

Accreditation No.

19604

Site No.

22675

Date of Accreditation

10 Feb 2015

Address

6 West Street
Macksville, NSW 2447
Australia

Contact

Mr Adam Crawford P: +61 0438857377

Availability

Services available to external clients

Scope of Accreditation

A C Testing Services

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Weak particles contaminants Sieve analysis

AS1141.32; RMS (NSW) Method T202

TfNSW TS 02799.03

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Sieve analysis

AS 1141.11.1; RMS (NSW) Method T201

TfNSW TS 02799.02

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

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 Crushed faces

RMS (NSW) Method T239

TfNSW TS 02799.36

Particle density of coarse aggregate; Particle density of fine aggregate; Water absorption of coarse aggregate; Water absorption of fine aggregate Weighing-in-water AS 1141.5, AS 1141.6.1
Shape Flakiness AS 1141.15
Bulk density Compacted; Uncompacted AS 1141.4, RMS (NSW) Method T211, RMS (NSW) Method T212

TfNSW TS 02799.10,TfNSW TS 02799.11

Particle size distribution Fine particles in road materials

AS 1141.19

Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Wet/dry strength variation Not applicable AS 1141.22; RMS (NSW) Method T215

TfNSW TS 02799.13

Aggregate crushing value Not applicable AS 1141.21, RMS (NSW) Method T205

TfNSW TS 02799.06

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 Specimen preparation Capping of compressive strength specimens

RMS (NSW) Method T305

TfNSW TS 02800.06

Compressive strength Cube; Cylinder

AS 1012.9, RMS (NSW) Method T306; RMS (NSW) Method T375

TfNSW TS 02800.07,TfNSW TS 02800.49

Mass per unit volume - Hardened concrete Dimensions

AS1012.12.1; 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 manufacture and curing Curing cylinder specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens; In-situ manufacture and curing of grout and mortar cubes

AS 1012.8.1; RMS (NSW) Method T375

TfNSW TS 02800.49

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 RMS (NSW) Method T199

TfNSW TS 02795.55

Evaluation of geotechnical and civil construction material - Soil classification Soils Liquid limit Casagrande four point

AS 1289.3.1.1; RMS (NSW) Method T108;TfNSW T108;TfNSW T105;

TfNSW TS 02795.01,TfNSW TS 02795.04

Fine particles in road materials Not applicable

RMS (NSW) Method T107;TfNSW T107;

TfNSW TS 02795.03

Plastic limit Not applicable

AS 1289.3.2.1; RMS (NSW) Method T109;TfNSW T109;TfNSW T105;

TfNSW TS 02795.01,TfNSW TS 02795.05

Sieve analysis Not applicable

AS 1289 3.6.1; RMS (NSW) Method T106;TfNSW T106;

TfNSW TS 02795.02

Plasticity index Casagrande

AS 1289.3.3.1; RMS (NSW) Method T109;TfNSW T109;TfNSW T105;

TfNSW TS 02795.01,TfNSW TS 02795.05

Moisture content Drying oven

AS 1289.2.1.1; RMS (NSW) Method T120

TfNSW TS 02795.14

Linear shrinkage Not applicable

AS 1289 3.4.1; RMS (NSW) Method T113;TfNSW T113;

TfNSW TS 02795.08

Liquid limit Casagrande one point

AS 1289.3.1.2

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

AS 1289.5.1.1, AS 1289.5.2.1, RMS (NSW) Method T111, RMS (NSW) Method T112

TfNSW TS 02795.06,TfNSW TS 02795.07

Dry density/moisture content relationship Standard compactive effort RMS (NSW) Method T130

TfNSW TS 02796.01

Dry density/moisture content relationship Three compaction point RMS (NSW) Method T162

TfNSW TS 02795.24

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-cone

AS 1289.5.3.1

Relative compaction Not applicable

RMS (NSW) Method T166

TfNSW TS 02795.28

Moisture ratio Measured

AS 1289.5.4.1

Density - In-situ Nuclear gauge AS 1289.5.8.1, RMS (NSW) Method T173

TfNSW TS 02795.36

Compaction control Hilf AS1289.5.7.1
Dry density ratio Calculation

AS 1289.5.4.1

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

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

TfNSW TS 02795.11

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

RMS (NSW) Method T102;TfNSW T102;TfNSW T105;

RMS (NSW) Method T103;TfNSW T103;TfNSW T105;


TfNSW TS 02794.02,TfNSW TS 02794.03,TfNSW TS 02795.01

Soil pre-treatment Not applicable

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

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 pavement; Aggregate from a stockpile; Aggregate from a windrow

AS 1141.3.1; RMS (NSW) Method T100

TfNSW TS 02794.01

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

AS 1012.1; RMS (NSW) Method T300; RMS (NSW) Method T375

TfNSW TS 02800.01,TfNSW TS 02800.49

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

AS 1289.1.2.1; 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.

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