
National Association of Testing Authorities, Australia
Scope of Accreditation
Down to Earth Geotechnical and Environmental Pty Ltd
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
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Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Foreign material in recycled aggregate | Manual classification |
RMS (NSW) Method T276 TfNSW TS 02799.51 |
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Evaluation of geotechnical and civil construction material - Rock properties | Rocks | Point load strength index | Not applicable |
AS 4133.4.1; RMS (NSW) Method T223 TfNSW TS 02799.21 |
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Evaluation of geotechnical and civil construction material - Soil classification | Soils | Liquid limit | Casagrande four point; Casagrande one point |
AS 1289.3.1.1; AS 1289.3.1.2; TfNSW T108; TfNSW T105 TfNSW TS 02795.01,TfNSW TS 02795.04 |
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Moisture content | Drying oven |
AS 1289.2.1.1; RMS (NSW) Method T120 TfNSW TS 02795.14 |
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Sieve analysis | Not applicable |
AS 1289.3.6.1; RMS (NSW) Method T106; TfNSW T106 TfNSW TS 02795.02 |
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Plastic limit | Not applicable |
AS 1289.3.2.1; TfNSW T109; TfNSW TS 02795.01,TfNSW TS 02795.05 |
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Linear shrinkage | Not applicable |
AS 1289.3.4.1; RMS (NSW) Method T113; TfNSW T113 TfNSW TS 02795.08 |
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Plasticity index | Casagrande |
AS 1289.3.3.1; TfNSW T109; TfNSW TS 02795.01,TfNSW TS 02795.05 |
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Fine particles in road materials | Not applicable |
AS 1141.19, RMS (NSW) Method T107 TfNSW TS 02795.03 |
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Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | 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 | Standard compactive effort |
RMS (NSW) Method T130 TfNSW TS 02796.01 |
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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 |
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Dry density/moisture content relationship | Three compaction point |
RMS (NSW) Method T162 TfNSW TS 02795.24 |
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Evaluation of geotechnical and civil construction material - Soil dispersion | Soils | Dispersion | Emerson class |
AS 1289.3.8.1 |
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Evaluation of geotechnical and civil construction material - Soil field density | Soils | Moisture ratio | Measured |
AS 1289.5.4.1 |
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Compaction control | Hilf |
AS 1289.5.7.1 |
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Density - In-situ | Nuclear gauge |
AS 1289.5.8.1; RMS (NSW) Method T173 TfNSW TS 02795.36 |
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Dry density ratio | Calculation |
AS 1289.5.4.1 |
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Relative compaction | Not applicable |
RMS (NSW) Method T166 TfNSW TS 02795.28 |
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Evaluation of geotechnical and civil construction material - Soil in-situ penetration | Soils | Penetration in-situ | Dynamic cone; Perth sand penetrometer |
AS 1289.6.3.2; AS 1289.6.3.3; RMS (NSW) Method T161 TfNSW TS 02795.23 |
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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 |
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Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable |
AS 1289.1.1; TFNSW T102, TFNSW T105 TfNSW TS 02794.02,TfNSW TS 02795.01 |
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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 |
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Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck; Aggregate from a windrow |
AS 1141.3.1; RMS (NSW) Method T100 TfNSW TS 02794.01 |
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Soils | Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a face; 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.
19788
Site No.
23079
Print date
03 Dec 2023