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 | Not applicable |
MR (Qld) Method Q216 |
|
| Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Clay and fine silt | Settling |
AS 1141.33 |
|
| Weak particles contaminants | Sieve analysis |
AS 1141.32 |
|||
| Organic impurities | Colour test | AS 1141.34 | |||
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Average least dimension; Crushed faces; Flakiness; Proportional calliper |
AS 1141.14, AS.1141.15, AS 1141.18, AS 1141.20.1, AS 1141.20.3, MR (Qld) Method Q201 |
|
| Particle size distribution | Sieve analysis; 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 |
|||
| Particle density of coarse aggregate; Particle density of fine aggregate | Weighing-in-water |
AS 1141.5, AS 1141.6.1 |
|||
| Bulk density | Compacted; Uncompacted |
AS 1141.4 |
|||
| 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 |
AS 1141.24, AS 1141.25.1, AS 141.25.3, AS 1141.66, MR (Qld) Method Q208B |
|
| 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 |
|||
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in-situ | Concrete, grout and mortar | Slump flow | Cone; J-ring |
AS 1012.3.5 |
|
| 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 | Core; Cylinder |
AS 1012.9, AS 1012.14 |
|
| Mass per unit volume - Fresh concrete | In-situ measurement using fixed volume measure |
AS 1012.5 |
|||
| Mass per unit volume - Hardened concrete | Dimensions; Water displacement |
AS 1012 12.1, AS 1012.12.2, MR (QLD) Method Q473 In house Method HY001 |
|||
| Flexural strength | Modulus of rupture |
AS 1012.11 |
|||
| Air content of freshly mixed concrete | Reduced air pressure |
AS 1012.4.2 |
|||
| 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 | In-situ manufacture and curing of drying shrinkage specimens; Manufacture and curing of drying shrinkage specimens in the laboratory; Moist curing drying shrinkage specimens in the laboratory |
AS 1012.8.4 |
|
| Specimen manufacture | Mixing concrete in the laboratory |
AS 1012.2 |
|||
| Specimen manufacture and curing | Curing cylinder specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens; Manufacture and curing of cylindrical specimens in the laboratory | AS 1012.8.1 | |||
| Specimen manufacture and curing | Manufacture and curing of grout and mortar cubes in the laboratory |
AS 1012.8.3 |
|||
| 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 flexural strength specimens in the laboratory |
AS 1012.8.2 |
|||
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Cone plasticity index | Not applicable |
AS 1289.3.3.2 |
|
| Linear shrinkage | Not applicable |
AS 1289.3.4.1, MR (Qld) Method Q106 |
|||
| Moisture content | Drying oven; Microwave oven |
AS 1289.2.1.1, AS 1289.2.1.4 |
|||
| Plastic limit | Not applicable |
AS 1289.3.2.1, MR (Qld) Method Q105 |
|||
| Sieve analysis | Not applicable |
AS 1289.3.6.1, MR (Qld) Method Q103A |
|||
| Liquid limit | Cone four point; Cone one point |
AS 1289.3.9.1, MR (Qld) Method Q104A, MR (Qld) Method Q104D |
|||
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Compaction to nominated levels | Not applicable |
MR (Qld) Method Q145A |
|
| Dry density/moisture content relationship | Modified compactive effort; Standard compactive effort |
AS 1289.5.1.1, AS 1289.5.2.1 MR (Qld) Method Q142A, MR (Qld) Method Q142B |
|||
| 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, MR (Qld) Method Q113A, MR (Qld) Method Q113B, MR (Qld) Method Q113C |
|
| Evaluation of geotechnical and civil construction material - Soil natural contaminants | Soils | Acidity | pH |
AS 1289.4.3.1 |
|
| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Sample preparation | UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix | MR (Qld) Method Q251A, MR (Qld) Method Q251B | |
| Curing of moulded specimens | Not applicable |
MR (Qld) Method Q135B |
|||
| Cement content | Heat of neutralisation |
MR (Qld) Method Q134 |
|||
| Compressive strength | Uniaxial unconfined | MR (Qld) Method Q115 | |||
| Sample preparation | Cement stabilisation; Lime stabilisation | MR (Qld) Method Q135A | |||
| Stabiliser working time | Cementitious stabilisation time | MR (Qld) Method Q136A | |||
| 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 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 |
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
19 Apr 2024
