National Association of Testing Authorities, Australia
Scope of Accreditation
Elite Soil Testing Pty Ltd
Site
Elite Soil Testing Laboratory
Accreditation No.
15336
Site No.
15998
Date of Accreditation
07 Sep 2005
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 | Liquid limit | Cone one point | MR (Qld) Method Q104D | |
Moisture content | Drying oven | AS 1289.2.1.1 | |||
Plasticity index | Cone | AS 1289.3.3.2, MR (Qld) Method Q105 | |||
Liquid limit | Casagrande four point | AS 1289.3.1.1 | |||
Plasticity index; Weighted plasticity index | Casagrande | AS 1289.3.3.1, MR (QLD) Method Q252 | |||
Sieve analysis | Fines ratio | AS 1289.3.6.1, MR (Qld) Method Q103A, MR (Qld) Method Q253 | |||
Plastic limit | Not applicable | AS 1289.3.2.1, MR (Qld) Method Q105 | |||
Liquid limit | Casagrande one point | AS 1289.3.1.2 | |||
Linear shrinkage | Not applicable | AS 1289.3.4.1, MR (Qld) Method Q106 | |||
Liquid limit | Cone four point | AS 1289.3.9.1, MR (Qld) Method Q104A | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Standard compactive effort | AS 1289.5.1.1, MR (Qld) Method Q142A | |
Oversize material | Oversize material treatment | MR (Qld) Method Q143 | |||
Compaction to nominated levels | Not applicable | MR (Qld) Method Q145A | |||
Dry density/moisture content relationship | Modified compactive effort | AS 1289.5.2.1, MR (Qld) Method Q142B | |||
Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable | AS 1289.5.4.2, MR (Qld) Method Q144A | |||
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 | Dry density ratio | Calculation | AS 1289.5.4.1 | |
Density index | Not applicable | AS 1289.5.6.1 | |||
Density - In-situ | Nuclear gauge | AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) NGTM Method N01, MR (Qld) NGTM Method N03 | |||
Relative compaction | Not applicable | MR (Qld) Method Q140A | |||
Density - In-situ | Sand-cone | AS 1289.5.3.1, MR (Qld) Method Q141B | |||
Degree of saturation | Not applicable | MR (Qld) Method Q146 | |||
Evaluation of geotechnical and civil construction material - Soil in-situ penetration | Soils | Penetration in-situ | Dynamic cone | AS 1289.6.3.2, MR (Qld) Method Q114B | |
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens | AS 1289.6.1.1, MR (Qld) Method Q113A, MR (Qld) Method Q113C | |
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable | AS 1289.1.1, MR (Qld) Method Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B, MR (Qld) Method Q101C, MR (Qld) Method Q101D | |
Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a windrow | AS 1141.3.1 | |
Soils | Not applicable | Site selection - Random stratified sampling | AS 1289.1.4.2, MR (Qld) Method Q050 | ||
Not applicable | Site selection - Random sampling | AS 1289.1.4.1, MR (Qld) Method Q050 | |||
Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling in-situ | AS 1289.1.2.1, MR (Qld) Method Q060 | |||
Not applicable | Site selection by spot sampling | MR (Qld) Method Q061 |
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Accreditation No.
15336
Site No.
15998
Print date
10 Oct 2024