National Association of Testing Authorities, Australia
Scope of Accreditation
A S James Pty Ltd
Site
Ballarat Laboratory
Accreditation No.
9855
Site No.
9848
Date of Accreditation
29 May 1995
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 - Soil classification | Soils | Sieve analysis | Not applicable | AS 1289.3.6.1 | |
Liquid limit | Casagrande four point | AS 1289.3.1.1 | |||
Moisture content | Drying oven | AS 1289.2.1.1 | |||
Liquid limit | Casagrande one point | AS 1289.3.1.2 | |||
Linear shrinkage | Not applicable | AS 1289.3.4.1 | |||
Description, identification and classification | Not applicable | AS 1726 Tables 9 and 10 | |||
Plasticity index | Casagrande | AS 1289.3.3.1 | |||
Plastic limit | Not applicable | AS 1289.3.2.1 | |||
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 | |||
Dry density/moisture content relationship | Modified compactive effort | AS 1289.5.2.1 | |||
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Field moisture content | Nuclear gauge | AS 1289.5.8.1 | |
Density - In situ | Nuclear gauge | AS 1289.5.8.1 | |||
Moisture ratio | Measured | AS 1289.5.4.1 | |||
Moisture ratio assessment of dry back | Not applicable | RC (Vic) Method 316.14 | |||
Dry density ratio | Calculation | AS 1289.5.4.1 | |||
Characteristic field density values | Not applicable | RC (Vic) Method 316.00 | |||
Compaction control | Hilf | AS 1289.5.7.1 | |||
Evaluation of geotechnical and civil construction material - Soil in situ penetration | Soils | Penetration in situ | Dynamic cone | AS 1289.6.3.2 | |
Penetration depth | Ball embedment | Austroads Method AG:PT/T251 | |||
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens | AS 1289.6.1.1 | |
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 RC (Vic) Method 301.01 | |||
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 | |||
Sample collection | Soils | Not applicable | Site selection - Random sampling | AS 1289.1.4.1 | |
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 1141.3.1 AS 1289.1.2.1 | |||
Not applicable | Site selection - Random stratified sampling | RC (Vic) Method 316.10 |
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Grey text appearing in a SoA is additional freetext providing further refinement or information on the data in the preceding line entry.
Accreditation No.
9855
Site No.
9848
Print date
04 Nov 2024