National Association of Testing Authorities, Australia
Scope of Accreditation
AMB Geotech SQS Pty Ltd
Site
Narrabri Laboratory
Accreditation No.
2911
Site No.
14680
Date of Accreditation
29 May 2001
Contact
Availability
Services available to external clients
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
| Establishment of annex facilities | 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 | Weak particles contaminants | Sieve analysis | AS 1141.32 | |
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Bulk density | Uncompacted | AS 1141.4 RMS (NSW) Method T211 TfNSW TS 02799.10 | |
| Particle size distribution | Sieve analysis of material finer than 75 µm | AS 1141.12 RMS (NSW) Method T203 TfNSW TS 02799.04 | |||
| Shape | Crushed faces | AS 1141.18, RMS (NSW) Method T239 TfNSW TS 02799.36 | |||
| Shape | Flakiness | AS 1141.15 | |||
| Bulk density | Compacted | AS 1141.4 RMS (NSW) Method T212 TfNSW TS 02799.11 | |||
| Shape | Proportional calliper | AS 1141.14 RMS (NSW) Method T213 TfNSW TS 02799.12 | |||
| Particle density of coarse aggregate | Weighing-in-water | AS 1141.6.1 RMS (NSW) Method T209 TfNSW TS 02799.08 | |||
| Water absorption of coarse aggregate | Not applicable | AS 1141.6.1 RMS (NSW) Method T209 TfNSW TS 02799.08 | |||
| 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 | Sieve analysis | AS 1141.11.1 RMS (NSW) Method T201 TfNSW TS 02799.02 | |||
| Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Aggregate crushing value; Wet/dry strength variation | Not applicable | AS 1141.21, AS 1141.22, RMS (NSW) Method T215 TfNSW TS 02799.13 | |
| 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, RMS (NSW) Method T301 TfNSW TS 02800.02 | |
| Grout consistency | Not applicable | RMS (NSW) Method T375 TfNSW TS 02800.49 | |||
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Compressive strength | Cube | AS 1012.9 RMS (NSW) Method T375 TfNSW TS 02800.49 | |
| Compressive strength | Cylinder | AS 1012.9 RMS (NSW) Method T306 TfNSW TS 02800.07 | |||
| Mass per unit volume - Hardened concrete | Dimensions | AS 1012.12.1 RMS (NSW) Method T316 TfNSW TS 02800.16 | |||
| Specimen preparation | Capping of compressive strength specimens | RMS (NSW) Method T305 TfNSW TS 02800.06 | |||
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen manufacture and curing | Curing cylinder specimens in the laboratory | AS 1012.8.1 RMS (NSW) Method T304 TfNSW TS 02800.05 | |
| Specimen manufacture and curing | In situ manufacture and curing of cylindrical specimens | AS 1012.8.1 | |||
| Specimen manufacture and curing | Manufacture and curing of grout and mortar cubes in the laboratory | RMS (NSW) Method T375 TfNSW TS 02800.49 | |||
| Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics | Road pavements | Penetration depth | Ball embedment | RMS (NSW) Method T271 TfNSW TS 02799.46 | |
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Plastic limit | Not applicable | AS 1289.3.2.1 RMS (NSW) Method T109 (2012);TfNSW T109; TfNSW TS 02795.05 | |
| Plasticity index | Casagrande | AS 1289.3.3.1 RMS (NSW) Method T109 (2012);TfNSW T109; TfNSW TS 02795.05 | |||
| Sieve analysis | Not applicable | AS 1289.3.6.1 RMS (NSW) Method T106 (2012);TfNSW T106; TfNSW TS 02795.02 | |||
| Linear shrinkage | Not applicable | AS 1289.3.4.1 RMS (NSW) Method T113 (2012);TfNSW T113; TfNSW TS 02795.08 | |||
| Fine particles in road materials | Not applicable | RMS (NSW) Method T107 (2012);TfNSW T107; TfNSW TS 02795.03 | |||
| Moisture content | Drying oven | AS 1289.2.1.1 RMS (NSW) Method T120 TfNSW TS 02795.14 | |||
| Liquid limit | Casagrande four point | AS 1289.3.1.1 RMS (NSW) Method T108 (2012);TfNSW T108; TfNSW TS 02795.04 | |||
| Liquid limit | Casagrande one point | AS 1289.3.1.2 | |||
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Three compaction point | RMS (NSW) Method T162 TfNSW TS 02795.24 | |
| Dry density/moisture content relationship | Modified compactive effort | AS 1289.5.2.1 RMS (NSW) Method T112 TfNSW TS 02795.07 | |||
| Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable | AS 1289.5.4.2 | |||
| Minimum and maximum dry density | Not applicable | AS 1289.5.5.1 | |||
| Maximum dry density | Not applicable | RMS (NSW) Method T164 TfNSW TS 02795.26 | |||
| Dry density/moisture content relationship | Standard compactive effort | AS 1289.5.1.1 RMS (NSW) Method T111, RMS (NSW) Method T130 TfNSW TS 02795.06,TfNSW TS 02796.01 | |||
| 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 | Compaction control | Hilf | AS 1289.5.7.1 | |
| Density - In situ | Sand-cone | AS 1289.5.3.1 | |||
| Relative compaction | Not applicable | RMS (NSW) Method T166 TfNSW TS 02795.28 | |||
| Density - In situ | Sand pouring apparatus | RMS (NSW) Method T119 TfNSW TS 02795.13 | |||
| Dry density ratio | Calculation | AS 1289.5.4.1 | |||
| Density - In situ | Nuclear gauge | AS 1289.5.8.1 RMS (NSW) Method T173 TfNSW TS 02795.36 | |||
| Density index | Not applicable | AS 1289.5.6.1 | |||
| Evaluation of geotechnical and civil construction material - Soil in situ penetration | Soils | Penetration in situ | Dynamic cone | AS 1289.6.3.2 RMS (NSW) Method T161 TfNSW TS 02795.23 | |
| Evaluation of geotechnical and civil construction material - Soil in situ strength | Soils | Impact strength - In situ | In situ measurement | NFP 94-105 procedure (B) | |
| Bearing strength - In situ | Light weight deflectometer (LWD) | MR (Qld) Method Q258A, ASTM E2835 | |||
| 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, RMS (NSW) Method T167 TfNSW TS 02795.11,TfNSW TS 02796.03,TfNSW TS 02795.29 | |
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Repeated compaction pre-treatment | RMS (NSW) Method T102 (2012);TfNSW T102; TfNSW TS 02794.02 | |
| Soil pre-treatment | Accelerated weathering pre-treatment | RMS (NSW) Method T103 (2012);TfNSW T103; TfNSW TS 02794.03 | |||
| Soil pre-treatment | Not applicable | AS 1289.1.1 RMS (NSW) Method T105;TfNSW T105; TfNSW TS 02795.01 | |||
| 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 | |
| Stabiliser rate of spread rate | In situ measurement | RMS (NSW) Method T136 TfNSW TS 02796.06 | |||
| Lime content | Not applicable | RMS (NSW) Method T144 TfNSW TS 02797.02 | |||
| Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck | AS 1141.3.1 | |
| Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete | AS 1012.1 RMS (NSW) Method T300 TfNSW TS 02800.01 | ||
| Not applicable | Fresh grout | RMS (NSW) Method T375 TfNSW TS 02800.49 | |||
| Soils | Not applicable | Site selection - Random stratified 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 1289.1.2.1 RMS (NSW) Method T100 TfNSW TS 02794.01 | |||
| Not applicable | Site selection - Systematic random stratified sampling | AS 1289.1.4.2 |
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.
2911
Site No.
14680
Print date
30 Nov 2024