National Association of Testing Authorities, Australia
Scope of Accreditation
JD Geotechnical Services Pty Ltd
Site
JD Geotechnical Services Pty Ltd
Accreditation No.
20433
Site No.
24461
Date of Accreditation
16 Nov 2018
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 properties | Aggregates | Particle density of fine aggregate; Water absorption of fine aggregate | Weighing-in-water | AS 1141.5 | |
Particle density of coarse aggregate; Water absorption of coarse aggregate | Weighing-in-water | AS 1141.6.1 | |||
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 | |||
Particle size distribution | Fine particles in road materials | TfNSW T107; TfNSW TS 02795.03 | |||
Particle size distribution | Sieve analysis; Sieve analysis of material finer than 75 µm | AS 1141.11.1, AS 1141.12, RMS (NSW) Method T201, RMS (NSW) Method T203 TfNSW TS 02799.02 | |||
Shape | Proportional calliper | AS 1141.14, RMS (NSW) Method T213 TfNSW TS 02799.12 | |||
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 | |
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 | TfNSW T199; TfNSW TS 02795.55 | |||
Evaluation of geotechnical and civil construction material - Rock properties | Rocks | Point load strength index | Not applicable | RMS (NSW) Method T223 TfNSW TS 02799.21 | |
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Linear shrinkage | Not applicable | AS 1289.3.4.1, TfNSW T113; TfNSW TS 02795.08 | |
Sieve analysis | Not applicable | AS 1289.3.6.1, TfNSW T106; TfNSW TS 02795.02 | |||
Plasticity index | Casagrande | AS 1289.3.3.1, TfNSW T109; TfNSW TS 02795.01,TfNSW TS 02795.05 | |||
Moisture content | Drying oven | AS1289.2.1.1, RMS (NSW) Method T120 TfNSW TS 02795.14 | |||
Liquid limit | Casagrande four point; Casagrande one point | AS 1289.3.1.1, AS 1289.3.1.2, TfNSW T108; TfNSW TS 02795.01,TfNSW TS 02795.04 | |||
Fine particles in road materials | Not applicable | TfNSW T107; TfNSW TS 02795.03 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Maximum dry density | Not applicable | RMS (NSW) Method T164 TfNSW TS 02795.26 | |
Dry density/moisture content relationship | Standard compactive effort | AS1289 5.1.1, RMS (NSW) Method T111, RMS (NSW) Method T130 TfNSW TS 02795.06,TfNSW TS 02796.01 | |||
Dry density/moisture content relationship | Modified compactive effort | AS 1289.5.2.1, RMS (NSW) Method T112 TfNSW TS 02795.07 | |||
Dry density/moisture content relationship | Three compaction point | RMS (NSW) Method T162 TfNSW TS 02795.24 | |||
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Density - In situ | Nuclear gauge | AS 1289.5.8.1, RMS (NSW) Method T173 TfNSW TS 02795.36 | |
Compaction control | Hilf | AS 1289.5.7.1 | |||
Dry density ratio | Calculation | AS 1289 5.4.1 | |||
Density index | Not applicable | AS 1289.5.6.1 | |||
Relative compaction | Not applicable | RMS (NSW) Method T166 TfNSW TS 02795.28 | |||
Moisture ratio | Measured | AS 1289.5.4.1 | |||
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 | |
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, RMS (NSW) Method T132 TfNSW TS 02795.11,TfNSW TS 02796.03 | |
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Repeated compaction pre-treatment | AS 1289.1.1, TfNSW T102, TfNSW T105, RMS (NSW) Method T105 TfNSW TS 02794.02,TfNSW TS 02795.01 | |
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 | Lime content | Not applicable | RMS (NSW) Method T144 TfNSW TS 02797.02 | |
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 bin; Aggregate from a conveyor belt; 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 | |
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 from an open-drive; Disturbed soil sampling in-situ | AS1289 1.2.1, RMS (NSW) Method T100 TfNSW TS 02794.01 |
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Accreditation No.
20433
Site No.
24461
Print date
04 Nov 2024