National Association of Testing Authorities, Australia
Scope of Accreditation
Roadlab Testing Services Pty Ltd
Site
Ballarat Laboratory
Accreditation No.
9760
Site No.
16176
Date of Accreditation
24 Oct 2022
Contact
Availability
Services available to external clients
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
| Accreditation is held to establish new branch sitesBranch site (Site No: 25422 Swan Hill Laboratory) | 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 | Clay and fine silt | Settling |
AS 1141.33 |
|
| Weak particles contaminants | Sieve analysis |
AS 1141.32 |
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| Coarse aggregate quality | Visual comparison |
AS 1141.30.1 RC (Vic) Method 372.01 |
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| Organic impurities | Colour test | AS 1141.34 | |||
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle density of fine aggregate | Weighing-in-water |
AS 1141.5 |
|
| Particle size distribution | Sieve analysis |
AS 1141.11.1 RC (Vic) Method 375.11 |
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| Shape | Average least dimension |
AS 1141.20.3 |
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| Water absorption of fine aggregate | Not applicable |
AS 1141.5 |
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| Shape | Flakiness |
AS 1141.15 RC (Vic) Method 302.11 |
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| Water absorption of coarse aggregate | Not applicable |
AS 1141.6.2 |
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| Particle density of coarse aggregate | Pycnometer |
AS 1141.6.2 |
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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 |
|
| Slump flow | J-ring; T500 |
AS 1012.3.5 |
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| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Air content of freshly mixed concrete | Reduced air pressure |
AS 1012.4.2 |
|
| Compressive strength | Cube |
AS 1012.9 |
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| Compressive strength | Cylinder |
AS 1012.9 |
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| Mass per unit volume - Hardened concrete | Dimensions |
AS 1012.12.1 |
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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 | In-situ manufacture and curing of cylindrical specimens |
AS 1012.8.1 |
|
| Specimen manufacture and curing | Curing cylinder specimens in the laboratory |
AS 1012.8.1 |
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| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Liquid limit | Casagrande four point |
AS 1289.3.1.1 |
|
| Sieve analysis | Not applicable |
AS 1289.3.6.1 |
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| Liquid limit | Casagrande one point |
AS 1289.3.1.2 |
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| Plastic limit | Not applicable |
AS 1289.3.2.1 |
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| Plasticity index | Casagrande |
AS 1289.3.3.1 RC (Vic) Method 326.01 |
|||
| Moisture content | Drying oven |
AS 1289.2.1.1 |
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| Linear shrinkage | Not applicable |
AS 1289.3.4.1 |
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| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1 |
|
| Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable |
AS 1289.5.4.2 |
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| Dry density/moisture content relationship | Modified compactive effort |
AS 1289.5.2.1 |
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| Evaluation of geotechnical and civil construction material - Soil field density | Soils | Characteristic field density values | Not applicable |
RC (Vic) Method 316.00 |
|
| Moisture ratio | Measured |
AS 1289.5.4.1 |
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| Dry density ratio | Calculation |
AS 1289.5.4.1 |
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| Compaction control | Hilf |
AS 1289.5.7.1 |
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| Moisture ratio assessment of dry back | Not applicable |
RC (Vic) Method 316.14 |
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| Field moisture content | Nuclear gauge |
AS 1289.5.8.1 |
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| Density - In-situ | Nuclear gauge |
AS 1289.5.8.1 |
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| Evaluation of geotechnical and civil construction material - Soil in-situ penetration | Soils | Penetration in-situ | Dynamic cone |
AS 1289.6.3.2 |
|
| Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Assignment of CBR and percent swell; Remoulded specimens |
AS 1289.6.1.1, RC (Vic) Method 324.01 |
|
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Repeated compaction pre-treatment |
RC (Vic) Method 301.05 |
|
| Soil pre-treatment | Not applicable |
AS 1289.1.1 |
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| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Laboratory stabilisation of soil | Cement |
RC (Vic) Method 301.06 |
|
| Laboratory stabilisation of soil | Lime stabilisation |
RC (Vic) Method 301.03 |
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| Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile |
AS 1141.3.1 |
|
| Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer |
AS 1012.1 |
||
| Not applicable | Fresh concrete from deposited concrete |
AS 1012.1 |
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| 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 |
AS 1289.1.2.1 |
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| Not applicable | Site selection - Random stratified sampling |
RC (Vic) Method 316.10 |
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.
Accreditation No.
9760
Site No.
16176
Print date
08 Dec 2023
