National Association of Testing Authorities, Australia
Scope of Accreditation
Construction Sciences Pty Ltd
Site
Gladstone Laboratory
Accreditation No.
1986
Site No.
4708
Date of Accreditation
01 Mar 1996
Contact
Availability
Services available to external clients
Scope of Accreditation
Withdrawn 03 May 2023
Voluntary
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
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| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle size distribution | Sieve analysis; Sieve analysis of material finer than 75 µm |
AS 1141.11.1, AS 1141.12 |
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| Shape | Average least dimension; Crushed faces; Flakiness; Proportional calliper |
AS 1141.14, AS 1141.15, AS 1141.20.1, AS 1141.20.3 MR (Qld) Method Q201, MR (Qld) Method Q215 |
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| Bulk density | Compacted; Uncompacted |
AS 1141.4 |
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| 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 | Core; Cylinder |
AS 1012.9, AS 1012.14 |
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| Mass per unit volume - Hardened concrete | Dimensions |
AS 1012.12.1 |
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| 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 cylindrical specimens; In-situ manufacture and curing of drying shrinkage specimens |
AS 1012.8.1 |
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| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Linear shrinkage | Not applicable |
AS 1289.3.4.1 MR (Qld) Method Q106 |
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| Moisture content | Relative moisture content | MR (Qld) Method Q250 | |||
| Sieve analysis; Weighted plasticity index | Fines ratio | MR (Qld) Method Q252, MR (Qld) Method Q253 | |||
| Liquid limit | Casagrande one point; Cone four point; Cone one point |
AS 1289.3.1.1, AS 1289.3.1.2, AS 1289.3.9.1 MR (Qld) Method Q104A, MR (Qld) Method Q104D |
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| Plasticity index | Casagrande; Cone |
AS 1289.3.3.1, AS 1289.3.3.2 |
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| Moisture content | Drying oven |
AS 1289.2.1.1 |
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| Sieve analysis | Not applicable |
AS 1289.3.6.1 MR (Qld) Method Q103A |
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| Plastic limit | Not applicable |
AS 1289.3.2.1 MR (Qld) Method Q105 |
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| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Minimum and maximum dry density | Not applicable | AS 1289.5.5.1 | |
| Compaction to nominated levels | Not applicable |
MR (Qld) Method Q145A |
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| Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable |
AS 1289.5.4.2 MR (Qld) Method Q144A |
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| Dry density/moisture content relationship | Rapid | MR (Qld) Method Q142C (2017) | |||
| 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 |
Mobile capability for MR (Qld) Method Q142A | ||
| Oversize material | Oversize material treatment |
MR (Qld) Method Q143 |
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| 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 - In-situ | Nuclear gauge; Sand-cone |
AS 1289.5.3.1, AS 1289.5.8.1 MR (Qld) Method Q141A, MR (Qld) Method Q141B, MR (Qld) Method NGTM N01, MR (Qld) Method NGTM N02, MR (Qld) Method NGTM N03 |
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| Relative compaction | Not applicable |
MR (Qld) Method Q140A |
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| Density index | Not applicable |
AS 1289.5.6.1 |
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| Compaction control | Hilf |
AS 1289.5.7.1 |
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| Moisture ratio | Measured |
AS 1289.5.4.1 |
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| Dry density ratio | Calculation |
AS 1289.5.4.1 |
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| Field moisture content | Nuclear gauge |
AS 1289.5.8.1 MR (Qld) Method Q141A |
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| Characteristic field density values | Not applicable |
MR (Qld) Method Q020 |
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| Degree of saturation | Not applicable |
MR (Qld) Method Q146 |
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| Evaluation of geotechnical and civil construction material - Soil in-situ penetration | Soils | Penetration in-situ | Dynamic cone |
AS 1289.6.3.2 |
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| Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens |
AS 1289.6.1.1 |
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| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable |
AS 1289.1.1 MR (Qld) Method Q101 |
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| Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a windrow |
AS 1141.3.1 MR (Qld) Method Q060 |
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| Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete |
AS 1012.1 |
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| Soils | Not applicable | Disturbed sampling from earthwork; 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; Site selection - Random sampling; Site selection - Random stratified sampling; Site selection by spot sampling |
AS 1289.1.2.1, AS 1289.1.4.1, AS 1289.1.4.2 MR (Qld) Method Q050, 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.
1986
Site No.
4708
Print date
11 Dec 2023
