National Association of Testing Authorities, Australia
Scope of Accreditation
Butler Partners (Regional) Pty Ltd
Site
Moranbah Laboratory
Accreditation No.
20610
Site No.
24705
Date of Accreditation
19 Dec 2019
Contact
Availability
Services available to external clients
Supervision
Not Applicable
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 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 |
|
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Average least dimension; Flakiness |
AS 1141.15; AS 1141.20.3; MR (Qld) Method Q201 |
|
| Shape | Crushed faces |
AS 1141.18 |
|||
| Shape | Flakiness; Proportional calliper |
AS 1141.14 |
|||
| Particle size distribution | Sieve analysis; Sieve analysis of material finer than 75 µm |
AS 1141.11.1; AS 1141.12 |
|||
| Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Degradation factor on coarse aggregate; Degradation factor on source rock |
AS 1141.25.1; AS 1141.25.2; MR (Qld) Method Q208B |
|
| Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Aggregate crushing value; Wet/dry strength variation | Not applicable |
AS 1141.21; AS 1141.22 |
|
| 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 | |
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Compressive strength | Cylinder |
AS 1012.9 |
|
| 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 conditioning; Specimen manufacture; Specimen manufacture and curing | Curing cylinder specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens | AS 1012.8.1 | |
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Linear shrinkage | Not applicable |
AS 1289.3.4.1; MR (Qld) Method Q106 |
|
| Sieve analysis | Not applicable |
AS 1289.3.6.1; MR (Qld) Methods Q103A |
|||
| Cone plasticity index; Liquid limit; Plastic limit; Plasticity index | Casagrande; Cone |
AS 1289.3.1.1; AS 1289 3.1.2; AS 1289.3.2.1; AS 1289 3.3.1; AS 1289.3.3.2; AS 1289 3.9.1; AS 1289.3.9.2; MR (Qld) Methods Q104A, Q104D, Q105 |
|||
| Moisture content | Drying oven; Microwave oven |
AS 1289.2.1.1; AS 1289.2.1.4 |
|||
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Assignment of optimum moisture content/maximum dry density (OMC/MDD); Compaction to nominated levels; Dry density/moisture content relationship; Oversize material | Modified compactive effort; Oversize material treatment; Standard compactive effort |
AS 1289.5.1.1; AS 1289.5.2.1; AS 1289.5.4.2; MR (Qld) Methods Q142A; Q142B. Q143, Q144A; 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 field density | Soils | Characteristic field density values; Compaction control; Degree of saturation; Density - In-situ; Dry density ratio; Field moisture content; Moisture ratio; Relative compaction | Calculation; Hilf; Nuclear gauge; Sand-cone |
AS 1289.5.3.1; AS 1289.5.4.1, AS 1289.5.7.1; AS 1289.5.8.1; MR (Qld) Methods Q020, Q140A, Q140B, Q141A, Q141B, Q146, Q250; MR (Qld) Methods NGTM N01; N02; N03 |
|
| Evaluation of geotechnical and civil construction material - Soil in-situ penetration | Soils | Penetration in-situ | Dynamic cone |
AS 1289.6.3.2; MR (Qld) Method Q114B |
|
| Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens |
AS 1289.6.1.1; MR (Qld) Methods Q113A, Q113B, Q113C |
|
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable |
AS 1289.1.1; MR (Qld) Methods Q101, Q101A, Q101B. Q101C, Q101D |
|
| Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile; Disturbed sampling from earthwork |
AS 1141.3.1 |
|
| Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer |
AS 1012.1 |
||
| Soils | Not applicable | Site selection - Random sampling; Site selection - Random stratified sampling |
AS 1289.1.4.1; AS 1289.1.4.2; MR (Qld) Method Q050 |
||
| Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Site selection by spot sampling |
AS 1289.1.2.1; MR (Qld) Methods Q060; MR (Qld) Method Q061 |
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.
20610
Site No.
24705
Print date
08 Dec 2023
