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 |
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| Shape | Proportional calliper |
AS 1141.14; RMS (NSW) Method T213 TfNSW TS 02799.12 |
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| 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 |
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| Particle size distribution | Fine particles in road materials |
AS 1141.19 |
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| 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 |
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| 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 |
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| Mass per unit volume - Hardened concrete | Dimensions |
AS1012.12.1; RMS (NSW) Method T316 TfNSW TS 02800.16 |
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| 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 |
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| 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 |
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| 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 |
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| 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 |
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| 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 |
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| 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 |
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| 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 |
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Accreditation No.
19604
Site No.
22675
Print date
02 Dec 2023
