National Association of Testing Authorities, Australia
Scope of Accreditation
R & R Construction Testing
Site
Construction Materials Laboratory
Accreditation No.
11242
Site No.
11235
Date of Accreditation
Contact
Availability
Services available to external clients
Scope of Accreditation
Withdrawn
ISO/IEC 17025 (2005)
Infrastructure and Asset Integrity
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Service | Product | Determinant | Technique | Procedure | Limitations |
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Evaluation of geotechnical and civil construction material - Aggregate binder adhesion | Aggregates | Degree of precoating | Not applicable |
MR (Qld) Method Q216 |
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Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Organic impurities | Colour test |
AS 1141.34 |
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Clay and fine silt | Settling |
AS 1141.33 |
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Weak particles contaminants | Sieve analysis |
MR (Qld) Method Q217 |
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Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Flakiness |
AS 1141.15, MR (Qld) Method Q201 |
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Particle size distribution | Sieve analysis |
AS 1141.11.1 |
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Shape | Proportional calliper |
AS 1141.14 |
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Shape | Crushed faces |
MR (Qld) Method Q215 |
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Shape | Average least dimension |
AS 1141.20.3, MR (Qld) Method Q202 |
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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 |
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Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Compressive strength | Cube; Cylinder |
AS 1012.9 |
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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 | Curing cylinder specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens |
AS 1012.8.1 |
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Evaluation of geotechnical and civil construction material - Soil classification | Soils | Plastic limit | Not applicable |
AS 1289.3.2.1, MR (Qld) Method Q105 |
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Liquid limit | Casagrande four point; Casagrande one point |
AS 1289.3.1.1, AS 1289.3.1.2 |
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Plasticity index | Cone |
AS 1289.3.3.2, MR (Qld) Method Q105 |
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Linear shrinkage | Not applicable |
AS 1289.3.4.1, MR (Qld) Method Q106 |
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Plasticity index | Casagrande |
AS 1289.3.3.1 |
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Liquid limit | Cone four point; Cone one point |
AS 1289.3.9.1, MR (Qld) Method Q104A, MR (Qld) Method Q104D |
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Moisture content | Drying oven |
AS 1289.2.1.1, MR (Qld) Method Q102A |
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Sieve analysis | Not applicable |
AS 1289.3.6.1, MR (Qld) Method Q103A, MR (Qld) Method Q103B |
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Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Modified compactive effort |
AS 1289.5.2.1, MR (Qld) Method Q142B |
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Compaction to nominated levels | Not applicable |
MR (Qld) Method Q145A |
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Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1, MR (Qld) Method Q142A |
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Oversize material | Oversize material treatment |
MR (Qld) Method Q143 |
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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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Evaluation of geotechnical and civil construction material - Soil engineering properties | Soils | Penetration in-situ | Dynamic cone |
AS 1289.6.3.2, MR (Qld) Method Q114B |
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Dispersion | Emerson class |
AS 1289.3.8.1 |
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Bearing ratio | Remoulded specimens |
AS 1289.6.1.1, MR (Qld) Method Q113A, MR (Qld) Method Q113B, MR (Qld) Method Q113C |
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Evaluation of geotechnical and civil construction material - Soil field density | Soils | Relative compaction | Not applicable |
MR (Qld) Method Q140A |
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Dry density ratio | Calculation |
AS 1289 5.4.1 |
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Degree of saturation | Not applicable | MR (Qld) Method Q146 | |||
Compaction control | Hilf |
AS 1289 5.7.1 |
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Moisture ratio | Measured |
AS 1289 5.4.1 |
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Density - In-situ | Nuclear gauge |
AS 1289 5.8.1, MR (Qld) Method Q141A, MR (Qld) Method NGTM N01, MR (Qld) Method NGTM N03 |
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Density - In-situ | Sand-cone |
AS 1289 5.3.1, MR (Qld) Method Q141B |
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Field moisture content | Nuclear gauge |
AS 1289 5.8.1, MR (Qld) Method Q141A, MR (Qld) Method NGTM N01, MR (Qld) Method NGTM N02 |
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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, MR (Qld) Method Q101A, MR (Qld) Method Q101B, MR (Qld) Method Q101C, MR (Qld) Method Q101D |
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Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Curing of moulded specimens | Not applicable |
MR (Qld) Method Q135B |
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Stabiliser working time | Not applicable |
MR (Qld) Method Q136 |
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Compressive strength | Uniaxial unconfined |
MR (Qld) Method Q115 |
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Sample preparation | Cement stabilisation; Lime stabilisation |
MR (Qld) Method Q135A |
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Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile |
AS 1141.3.1 |
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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 | Site selection by spot sampling |
MR (Qld) Method Q061 |
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Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile |
AS 1289.1.2.1, MR (Qld) Method Q060 |
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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 |
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Accreditation No.
11242
Site No.
11235
Print date
29 Mar 2024