National Association of Testing Authorities, Australia
Scope of Accreditation
Hunter Geotechnical Services
Site
Thornton
Accreditation No.
14975
Site No.
15214
Date of Accreditation
16 Jul 2003
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 contaminants | Aggregates | Weak particles contaminants | Sieve analysis | AS 1141.32, RMS (NSW) Method T202 TfNSW TS 02799.03 | |
Sugar | Fehlings solution | AS 1141.35 | |||
Organic impurities | Colour test | AS 1141.34 | |||
Light particles contaminants | Segregation by density | AS 1141.31 | |||
Foreign material in recycled aggregate | Manual classification | RMS (NSW) Method T276 TfNSW TS 02799.51 | |||
Clay and fine silt | Settling | AS 1141.33, RMS (NSW) Method T268 TfNSW TS 02799.43 | |||
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Assessment by flow time and void content | RMS (NSW) Method T279 TfNSW TS 02799.54 | |
Bulk density | Compacted; Uncompacted | AS 1141.4, RMS (NSW) Method T211, RMS (NSW) Method T212 TfNSW TS 02799.10,TfNSW TS 02799.11 | |||
Shape | Crushed faces | AS 1141.18, RMS (NSW) Method T239 TfNSW TS 02799.36 | |||
Shape | Flakiness | AS 1141.15 | |||
Particle density of fine aggregate; Water absorption of fine aggregate | Weighing-in-water | AS 1141.5, RMS (NSW) Method T210 TfNSW TS 02799.09 | |||
Shape | Ratio greatest to least dimension | RMS (NSW) Method T278 TfNSW TS 02799.53 | |||
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 | |||
Shape | Proportional calliper | AS 1141.14, RMS (NSW) Method T213 TfNSW TS 02799.12 | |||
Particle density of coarse aggregate; Water absorption of coarse aggregate | Weighing-in-water | AS 1141.6.1, RMS (NSW) Method T209 TfNSW TS 02799.08 | |||
Particle size distribution | Sieve analysis | AS 1141.11.1, RMS (NSW) Method T201 TfNSW TS 02799.02 | |||
Particle size distribution | Sieve analysis of material finer than 75 µm | AS 1141.12, RMS (NSW) Method T203 TfNSW TS 02799.04 | |||
Particle size distribution | Fine particles in road materials | AS 1141.19, RMS (NSW) Method T107;TfNSW T107; TfNSW TS 02795.03 | |||
Moisture content | Drying oven | RMS (NSW) Method T262 TfNSW TS 02799.39 | |||
Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Exposure to sodium sulfate solution | AS 1141.24, RMS (NSW) Method T266 TfNSW TS 02799.42 | |
Soundness | Methylene blue value | AS 1141.66, RMS (NSW) Method T659 TfNSW TS 02806.36 | |||
Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Aggregate crushing value | Not applicable | AS 1141.21, RMS (NSW) Method T205 TfNSW TS 02799.06 | |
Wet/dry strength variation | Not applicable | 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 | Compactibility index | Not applicable | AS 1012.3.4 | |
Slump flow | Cone | AS 1012.3.1 | |||
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Compressive strength | Cylinder | AS 1012.9, RMS (NSW) Method T306 TfNSW TS 02800.07 | |
Mass per unit volume - Fresh concrete | In-situ measurement using fixed volume measure | AS 1012.5 | |||
Mass per unit volume - Hardened concrete | Water displacement | AS 1012.12.2 | |||
Compressive strength | Core | AS 1012.14, RMS (NSW) Method T310 TfNSW TS 02800.11 | |||
Flexural strength | Modulus of rupture | AS 1012.11 | |||
Compressive strength | Cube | AS 1012.9, RMS (NSW) Method T375 TfNSW TS 02800.49 | |||
Mass per unit volume - Hardened concrete | Dimensions | AS 1012.12.1 | |||
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen manufacture and curing | In-situ manufacture and curing of drying shrinkage specimens; Moist curing drying shrinkage specimens in the laboratory | AS 1012.8.4, RMS (NSW) Method T312 TfNSW TS 02800.12 | |
Specimen conditioning | Wet conditioning of hardened concrete core specimens | AS 1012.14, RMS (NSW) Method T310 TfNSW TS 02800.11 | |||
Specimen manufacture and curing | Curing grout and mortar cube specimens in the laboratory; In-situ manufacture and curing of grout and mortar cubes | AS 1012.8.3, RMS (NSW) Method T375 TfNSW TS 02800.49 | |||
Specimen manufacture and curing | Curing cylinder specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens | AS 1012.8.1, RMS (NSW) Method T304 TfNSW TS 02800.05 | |||
Specimen manufacture and curing | Curing flexural strength specimens in the laboratory; In-situ manufacture and curing of flexural strength specimens | AS 1012.8.2, RMS (NSW) Method T327 TfNSW TS 02800.24 | |||
Evaluation of geotechnical and civil construction material - Masonry, concrete and clay unit properties | Masonry, concrete and clay units | Water absorption | Not applicable | AS/NZS 4058 Appendix F | |
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 | AS 4133.4.1 | |
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 TS 02795.04 | |
Sieve analysis | Not applicable | AS 1289.3.6.1, RMS (NSW) Method T106 (October 2012);TfNSW T106; TfNSW TS 02795.02 | |||
Fine particles in road materials | Not applicable | RMS (NSW) Method T107 ( October 2012);TfNSW T107; TfNSW TS 02795.03 | |||
Moisture content | Drying oven | AS 1289.2.1.1, RMS (NSW) Method T120 TfNSW TS 02795.14 | |||
Plastic limit | Not applicable | AS 1289.3.2.1, TfNSW T109; TfNSW TS 02795.05 | |||
Linear shrinkage | Not applicable | AS 1289.3.4.1, TfNSW T113; TfNSW TS 02795.08 | |||
Plasticity index | Casagrande | AS 1289.3.3.1, RMS (NSW) Method T109;TfNSW T109; TfNSW TS 02795.05 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Minimum and maximum dry density | Not applicable | AS 1289.5.5.1 | |
Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable | AS 1289.5.4.2 | |||
Dry density/moisture content relationship | Three compaction point | RMS (NSW) Method T162 TfNSW TS 02795.24 | |||
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 | |||
Dry density/moisture content relationship | Modified compactive effort | AS 1289.5.2.1, RMS (NSW) Method T112 TfNSW TS 02795.07 | |||
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; Moisture ratio | Calculation; Measured | AS 1289.5.4.1 | |
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 | |||
Relative compaction | Not applicable | RMS (NSW) Method T166 TfNSW TS 02795.28 | |||
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 | |
Penetration in-situ | Perth sand penetrometer | 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 TfNSW TS 02795.11 | |
Compressive strength | Uniaxial maximum dry | RMS (NSW) Method T114 TfNSW TS 02795.09 | |||
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 02795.01 TfNSW TS 02794.02 | |
Soil pre-treatment | Accelerated weathering pre-treatment | TfNSW T103; TfNSW TS 02794.03, | |||
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 | Compressive strength | Uniaxial unconfined | AS 5101.4 | |
Sample preparation | Lime stabilisation | AS 5101.2.2 | |||
Cohesion of compacted material | To be determined | AS 1141.52 | |||
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 | |
Concrete, grout and mortar | Not applicable | Hardened concrete by coring | AS 1012.14 | ||
Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete | AS 1012.1, RMS (NSW) Method T300 TfNSW TS 02800.01 | |||
Soils | Not applicable | Undisturbed soil sampling by open-drive sampler; Undisturbed soil sampling by rotary core sampler | AS 1289.1.3.1 | ||
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 |
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Accreditation No.
14975
Site No.
15214
Print date
04 Oct 2024