National Association of Testing Authorities, Australia
Scope of Accreditation
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
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 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 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 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 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 RMS (NSW) Method T103;TfNSW T103; TfNSW TS 02794.02,TfNSW TS 02794.03 |
|
| 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 (SoA).
Grey text appearing in a SoA is additional freetext providing further refinement or information on the data in the preceding line entry.
The Product column may also describe an Item or Material.
The Limitations column may also describe the Range.
Accreditation No.
19604
Site No.
22675
Print date
26 Aug 2026