National Association of Testing Authorities, Australia
Scope of Accreditation
Butler Partners (Regional) Pty Ltd - Gladstone Laboratory
Site
Gladstone Laboratory
Accreditation No.
20122
Site No.
23725
Date of Accreditation
06 Jun 2017
Contact
Availability
Services available to external clients
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
| Establishment of annex facilities | Materials defined by all or some for which the site is accredited | Determinations defined by all or some for which the site is accredited | |||
| 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 | Weak particles contaminants | Sieve analysis |
AS 1141.32 |
|
| Clay and fine silt | Settling |
AS 1141.33 |
|||
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle density of fine aggregate | Weighing-in-water |
AS 1141.5 |
|
| Particle size distribution | Sieve analysis; Sieve analysis of material finer than 75 µm |
AS 1141.11.1; AS 1141.12 |
|||
| Shape | Average least dimension; Flakiness |
AS 1141.15; AS 1141.20.3; MR (Qld) Q201 |
|||
| Particle density of coarse aggregate | Weighing-in-water |
AS 1141.6.1 |
|||
| Shape | Crushed faces |
AS 1141.18 |
|||
| Shape | Proportional calliper |
AS 1141.14 |
|||
| 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 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 | Cube; 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; Manufacture and curing of cylindrical specimens in the laboratory |
AS 1012.8.1 |
|
| Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics | Road pavements | Penetration depth | Ball embedment | Austroads Method AGPT/T251 | |
| Texture depth | Sand patch |
Austroads Method AGPT/T250 |
|||
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Weighted plasticity index | Not applicable | MR (Qld) Method Q252 | |
| Sieve analysis | Not applicable |
AS 1289.3.6.1, MR (Qld) Method 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 |
AS 1289.2.1.1 |
|||
| Linear shrinkage | Not applicable |
AS 1289.3.4.1; MR (Qld) Method Q106 |
|||
| Particle density | Not applicable | AS 1289.3.5.1 | |||
| Sieve analysis | Fines ratio | MR (Qld) Method Q253 | |||
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Minimum and maximum dry density |
AS 1289.5.5.1 |
||
| 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) Method Q142A, MR (Qld) Method Q142B, MR (Qld) Method Q143, MR (Qld) Method Q144A, 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 field density | Soils | Density index | Not applicable |
AS 1289.5.6.1 |
|
| Characteristic field density values; Degree of saturation; Density - In-situ; Dry density ratio; Field moisture content; Moisture ratio; Relative compaction | Calculation; Nuclear gauge; Sand-cone |
AS 11289.5.3.1, AS 11289.5.4.1, AS 1289.5.7.1, AS 1289.5.8.1, MR (Qld) Method Q020, MR (Qld) Method Q140A, MR (Qld) Method Q141A, MR (Qld) Method Q141B, MR (Qld) Method Q146, MR (Qld) Method NGTM N01, MR (Qld) Method NGTM N02, MR (Qld) Method NGTM N03 |
|||
| Evaluation of geotechnical and civil construction material - Soil fine particles | Soils | Fine particle analysis | Hydrometer |
AS 1289.3.6.3 |
|
| Evaluation of geotechnical and civil construction material - Soil in-situ penetration | Soils | Penetration in-situ | Dynamic cone |
AS 1289.6.3.2 |
|
| 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 natural contaminants | Soils | Acidity | pH | AS 1289.4.3.1 | |
| Evaluation of geotechnical and civil construction material - Soil permeability | Soils | Permeability | Constant head for a remoulded specimen; Falling head for a remoulded specimen |
AS 1289.6.7.1, AS 1289.6.7.2 |
|
| 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 |
|
| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Laboratory stabilisation of soil | Cement; Lime stabilisation |
MR (Qld) Method Q135A; MR (Qld) Method Q135B |
|
| Compressive strength | Uniaxial unconfined |
AS 5101.4; MR (Qld) Method Q115 |
|||
| Sample preparation | UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix | MR (Qld) Method Q251A, MR (Qld) Method Q251B | |||
| 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 | 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 |
||
| 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 |
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.
20122
Site No.
23725
Print date
19 Apr 2024
