National Association of Testing Authorities, Australia
Scope of Accreditation
Hanson Construction Materials Pty Ltd
Site
Technical Services, Bass Point
Accreditation No.
21417
Site No.
2777
Date of Accreditation
14 Dec 1989
Contact
Availability
Services conditionally 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 abrasion | Aggregates | Abrasion resistance | Los Angeles machine value | AS 1141.23 | |
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 | |
Organic impurities | Colour test | AS 1141.34, RMS (NSW) Method T260 TfNSW TS 02799.38 | |||
Light particles contaminants | Segregation by density | AS 1141.31 | |||
Clay and fine silt | Settling | AS 1141.33 | |||
Sugar | Fehlings solution | AS 1141.35 | |||
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Ratio greatest to least dimension | RMS (NSW) Method T278 TfNSW TS 02799.53 | |
Particle size distribution | Fine particles in road materials | RMS (NSW) Method T107 (2012); TfNSW T107; TfNSW TS 02795.03 | |||
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 | |||
Shape | Proportional calliper | AS 1141.14, RMS (NSW) Method T213 TfNSW TS 02799.12 | |||
Shape | Flakiness | AS 1141.15 | |||
Particle density of coarse aggregate; Water absorption of coarse aggregate | Weighing-in-water | AS 1141.6.1 | |||
Shape | Crushed faces | RMS (NSW) Method T239 TfNSW TS 02799.36 | |||
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 density of fine aggregate; Water absorption of fine aggregate | Weighing-in-water | AS 1141.5 | |||
Bulk density | Uncompacted | AS 1141.4 | |||
Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Methylene blue value | AS 1141.66, RMS (NSW) Method T659 TfNSW TS 02806.36 | |
Soundness | Exposure to sodium sulfate solution | AS 1141.24 | |||
Evaluation of geotechnical and civil construction material - Aggregate stabilisation | Aggregates | Cohesion of compacted material | Unconfined | AS 1141.52 | |
Sample preparation | Stabilised pavement materials | AS 5101.2.2 | |||
Unconfined compressive strength | Not applicable | AS 5101.4 | |||
Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Aggregate crushing value | Not applicable | AS 1141.21 | |
Wet/dry strength variation | Not applicable | AS 1141.22, TfNSW TS 02799.13 | |||
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 | |
Sieve analysis | Not applicable | AS 1289.3.6.1 RMS (NSW) Method T106 (2012); TfNSW T106; TfNSW TS 02795.02 | |||
Plasticity index | Casagrande | AS 1289.3.3.1, RMS (NSW) Method T109 (2012); TfNSW T109; TfNSW TS 02795.05 | |||
Moisture content | Drying oven | AS 1289 .2.1.1, RMS (NSW) Method T120 TfNSW TS 02795.14 | |||
Linear shrinkage | Not applicable | 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 | |||
Liquid limit | Casagrande four point | AS 1289.3.1.1, RMS (NSW) Method T108 (2012); TfNSW T108; TfNSW TS 02795.04 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | 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 | Standard compactive effort | AS 1289.5.1.1, RMS (NSW) Method T111, RMS (NSW) Method T130TfNSW TS 02795.06,TfNSW TS 02796.01 | |||
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 natural contaminants | Soils | Acidity | pH | AS 1289.4.3.1, RMS (NSW) Method T123 TfNSW TS 02795.16 | |
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable | AS 1289.1.1, RMS (NSW) Method T105; TfNSW T105; TfNSW TS 02795.01 | |
Soil pre-treatment | Accelerated weathering pre-treatment; Repeated compaction pre-treatment | RMS (NSW) Method T102 (2012); TfNSW T102; RMS (NSW) Method T103 (2012); TfNSW T103; TfNSW TS 02794.02,TfNSW TS 02794.03 | |||
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined | RMS (NSW) Method T116, RMS (NSW) Method T131TfNSW TS 02795.10,TfNSW TS 02796.02 | |
Sample collection | Aggregates | Not applicable | Aggregate from a conveyor belt; Aggregate from a stockpile | AS 1141.3.1 | |
Soils | Not applicable | Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow | AS 1289.1.2.1, RMS (NSW) Method T100TfNSW TS 02794.01 |
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Accreditation No.
21417
Site No.
2777
Print date
09 Oct 2024