National Association of Testing Authorities, Australia
Scope of Accreditation
Hanson Construction Materials Pty Ltd
Site
Technical Services, Brisbane
Hymix Australia Pty Ltd Research and Quality Laboratory
Accreditation No.
415
Site No.
665
Date of Accreditation
31 Oct 1967
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 binder adhesion | Aggregates | Degree of precoating |
MR (Qld) Method Q216 |
||
| Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Clay and fine silt | Settling |
AS 1141.33 |
|
| Organic impurities | Colour test | AS 1141.34 | |||
| Weak particles contaminants | Sieve analysis |
AS 1141.32 |
|||
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Bulk density | Compacted; Uncompacted |
AS 1141.4 |
|
| Shape | Average least dimension; Crushed faces; Flakiness; Proportional calliper |
AS1141 14, AS 1141.15,AS 1141.20.1, AS 1141.20.3 MR (Qld) Method Q201, MR (Qld) MethodQ215 |
|||
| Particle density of fine aggregate | Dry |
AS 1141.4 |
|||
| Particle density of coarse aggregate | Weighing-in-water |
AS1141.6.1 |
|||
| Particle size distribution | Sieve analysis of material finer than 2 ?m; Sieve analysis of material finer than 75 µm |
AS 1141 11.1, AS 1141.12,AS 1141.13 |
|||
| Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Degradation factor on coarse aggregate; Degradation factor on fine aggregate; Degradation factor on source rock; Exposure to sodium sulfate solution; Methylene blue value |
AS1141.24, AS 1141.25.1, AS 141.25.3, AS 1141.66 |
|
| Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable |
AS 1141.22 |
|
| Aggregate crushing value | Not applicable |
AS 1141.21 |
|||
| 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 |
|
| Slump flow | Cone; J-ring |
AS 1012.3.5 |
|||
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Flexural strength | Modulus of rupture |
AS 1012.11 |
|
| Specimen preparation |
AS1012.8.1 |
||||
| Compressive strength | Core; Cylinder |
AS 1012.9, AS 1012.14 |
|||
| Air content of freshly mixed concrete | Reduced air pressure |
AS 1012.4.2 |
|||
| Mass per unit volume - Hardened concrete | Water displacement |
AS1012 12.1, 12.2 MR (QLD) Methhod Q473 In house Method HY001 |
|||
| Mass per unit volume - Fresh concrete | In-situ measurement using fixed volume measure |
AS 1012 5 |
|||
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar shrinkage | Concrete, grout and mortar | Drying shrinkage specimen measurement | Not applicable |
AS 1012.13 |
|
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen manufacture and curing | Manufacture and curing of flexural strength specimens in the laboratory |
AS 1012.8.2 |
|
| Specimen manufacture and curing | In-situ manufacture and curing of drying shrinkage specimens |
AS 1012.8.4 |
|||
| Specimen conditioning | Dry conditioning of hardened concrete core specimens; Wet conditioning of hardened concrete core specimens |
AS 1012.14 |
|||
| Specimen manufacture and curing | Manufacture and curing of grout and mortar cubes in the laboratory |
AS 1012.8.3 |
|||
| Specimen manufacture | Mixing concrete in the laboratory |
AS 1012.2 |
|||
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Linear shrinkage | Not applicable |
AS 1289.3.4.1 MR(Qld) Method Q106 |
|
| Moisture content | Microwave oven |
AS 1289.2.1.4 |
|||
| Liquid limit | Cone four point; Cone one point |
AS 1289.3.9.1 MR(Qld) Method Q104A, MR (Qld) Method Q104D |
|||
| Plastic limit | Not applicable |
AS 1289.3.2.1 MR(Qld) Method Q105 |
|||
| Sieve analysis | Gravimetric |
AS 1289.3.6.1 MR(Qld) Method Q103A |
|||
| Cone plasticity index | Not applicable |
AS 1289.3.3.2 |
|||
| Moisture content | Drying oven |
AS 1289.2.1.1 |
|||
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1 MR(Qld) Method Q142A |
|
| Compaction to nominated levels; Dry density/moisture content relationship | Modified compactive effort |
AS 1289.5.2.1 MR(Qld) Method Q142B, MR (Qld) Method Q145A |
|||
| 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 laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens |
AS 1289.6.1.1 |
|
| Evaluation of geotechnical and civil construction material - Soil natural contaminants | Soils | Acidity | pH |
AS1289.4.3.1 |
|
| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Curing of moulded specimens; Laboratory stabilisation of soil | Lime, cement and bitumen |
MR(Qld) Method Q135A, MR (Qld) Method Q135B |
|
| Compressive strength | Uniaxial unconfined |
MR(Qld) Method Q115 |
|||
| Cement content | Heat of neutralisation |
MR(Qld) Method Q134 |
|||
| Stabiliser working time | Cementitious stabilisation time | MR (Qld) Method Q136A | |||
| Sample preparation | Standard compaction - UCS specimens; UCS specimens - Laboratory mix | MR (Qld) Method Q251A, MR (Qld) Method Q251B | |||
| Sample collection | Aggregates | Not applicable | Aggregate from a bin; Aggregate from a conveyor belt; Aggregate from a pavement; Aggregate from a stockpile |
AS 1141.3.1 MR (Qld) Method Q060 |
|
| Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer |
AS 1012.1 |
||
| Soils | Not applicable | Not applicable |
AS 1289.1.1 MR (Qld) Method MR (Qld) Method Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B, MR (Qld) Method Q101C, MR (Qld) Method Q101D, MR (Qld) Method Q101E, MR (Qld) Method Q101F |
||
| Not applicable | 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 MR (Qld) Method Q060 |
|||
| Not applicable | Site selection - Random sampling; Site selection - Random stratified sampling; Site selection - Systematic random stratified sampling |
MR (Qld) Method Q050 |
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.
415
Site No.
665
Print date
26 Jan 2022