National Association of Testing Authorities, Australia
Scope of Accreditation
Hanson Construction Materials Pty Ltd
Site
Technical Services, Granville
Hymix Australia Pty Ltd Granville Laboratory
Accreditation No.
415
Site No.
465
Date of Accreditation
29 May 1964
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 properties | Aggregates | Moisture content | Drying oven |
RMS (NSW) Method T262 TfNSW TS 02799.39 |
|
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar chemical tests | Concrete, grout and mortar | Sulfate level in hardened concrete | Nitric acid |
AS 1012.20.1 |
|
| Chloride level in hardened concrete | Nitric acid |
AS 1012.20.1 |
|||
| 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 |
|
| Grout consistency | Not applicable |
In-house method HY001 |
|||
| Slump flow | J-ring; T500 |
AS 1012.3.5, ASTM C1611 |
|||
| Vebe value | Not applicable |
AS 1012.3.3 |
|||
| Slump flow | Cone |
AS 1012.3.1, RMS (NSW) Method T301, ASTM C1611 TfNSW TS 02800.02 |
|||
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar permeability | Concrete, grout and mortar | Permeability | Flow rate (no fines concrete); Voids - No fines concrete |
RMS (NSW) Method T377, RMS (NSW) Method T378 TfNSW TS 02800.51,TfNSW TS 02800.52 |
|
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Compressive strength | Core; Cube; Cylinder |
AS 1012.9, AS 1012.14, RMS (NSW) Method T306, RMS (NSW) Method T310, In-house method HY001 TfNSW TS 02800.07,TfNSW TS 02800.11 |
|
| Mass per unit volume - Fresh concrete | In-situ measurement using fixed volume measure |
AS 1012.5 |
|||
| Bleeding | In-situ analysis - Freshly mixed concrete |
AS 1012.6, RMS (NSW) T313 |
|||
| Indirect tensile strength | Brazil |
AS 1012.10, RMS (NSW) Method T315 TfNSW TS 02800.15 |
|||
| Flexural strength | Modulus of rupture |
AS 1012.11, RMS (NSW) Method T328 TfNSW TS 02800.25 |
|||
| Specimen preparation | Capping of compressive strength specimens |
RMS (NSW) Method T305 TfNSW TS 02800.06 |
|||
| Air content of freshly mixed concrete | Reduced air pressure |
AS 1012.4.2, RMS (NSW) Method T320 TfNSW TS 02800.20 |
|||
| Mass per unit volume - Hardened concrete | Dimensions |
AS 1012.12.1, RMS (NSW) Method T316 TfNSW TS 02800.16 |
|||
| Mass per unit volume - Hardened concrete | Water displacement |
AS 1012.12.2, RMS (NSW) Method T317 TfNSW TS 02800.17 |
|||
| Maturity | Estimation of concrete strength | ASTM C1074 | |||
| 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, RMS (NSW) Method T321 TfNSW TS 02800.21 |
|
| 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 grout and mortar cubes; Manufacture and curing of grout and mortar cubes in the laboratory |
AS 1012.8.3, in-house method HY001 |
|
| Specimen manufacture | Mixing concrete in the laboratory |
AS 1012.2, RMS (NSW) Method T314 TfNSW TS 02800.14 |
|||
| Specimen manufacture and curing | In-situ manufacture and curing of drying shrinkage specimens; Manufacture and curing of drying shrinkage specimens in the laboratory |
AS 1012.8.4, RMS (NSW) Method T312 TfNSW TS 02800.12 |
|||
| Specimen manufacture and curing | In-situ manufacture and curing of cylindrical specimens; Manufacture and curing of cylindrical specimens in the laboratory |
AS 1012.8.1, RMS (NSW) Method T304, RMS (NSW) Method T376 TfNSW TS 02800.05,TfNSW TS 02800.50 |
|||
| Specimen manufacture and curing | In-situ manufacture and curing of flexural strength specimens; Manufacture and curing of flexural strength specimens in the laboratory |
AS 1012.8.2, RMS (NSW) Method T327 TfNSW TS 02800.24 |
|||
| Specimen conditioning | Dry conditioning of hardened concrete core specimens; Wet conditioning of hardened concrete core specimens |
AS 1012.14, RMS (NSW) Method T310 TfNSW TS 02800.11 |
|||
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Moisture content | Drying oven |
AS 1289.2.1.1, RMS (NSW) Method T120 TfNSW TS 02795.14 |
|
| Sample collection | 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 |
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.
465
Print date
20 Apr 2024
