
National Association of Testing Authorities, Australia
Scope of Accreditation
Construction Sciences Pty Ltd
Site
Grafton Laboratory
Accreditation No.
1986
Site No.
24569
Date of Accreditation
Contact
Mr Matthew Foley
P: +61 (02) 66540205
Availability
Services available to external clients
Scope of Accreditation
Withdrawn
Grafton Laboratory
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 - Soil compaction characteristics | Soils | Maximum dry density | Not applicable | RMS (NSW) Method T164 |
ISO/IEC 17025 (2017)
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 properties | Aggregates | Particle size distribution | Sieve analysis; Sieve analysis of material finer than 75 µm |
AS 1141.11.1 AS 1141.12 RMS (NSW) Method T201 RMS (NSW) Method T203 |
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Particle density of coarse aggregate; Particle density of fine aggregate; Water absorption of coarse aggregate; Water absorption of fine aggregate | Not applicable; Weighing-in-water |
AS 1141.5 AS 1141.6.1 |
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Bulk density | Compacted; Uncompacted | AS 1141.4 | |||
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in-situ | Concrete, grout and mortar | Slump flow | Cone; J-ring; T500 |
AS 1012.3.1 AS 1012.3.5 RMS (NSW) Method T301 RMS NSW( Method T302 ASTM C1611 |
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Compactibility index | Not applicable | AS 1012.3.4 | |||
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Specimen preparation | Dressing of voids | RMS (NSW) Method T368 | |
Mass per unit volume - Fresh concrete | In-situ measurement using fixed volume measure |
AS 1012.5 RMS (NSW) Method T303 |
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Air content of freshly mixed concrete | Reduced air pressure |
AS 1012.4.2 RMS (NSW) Method T320 |
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Mass per unit volume - Hardened concrete | Dimensions; Water displacement |
AS 1012.12.1 AS 1012.12.2 RMS (NSW) Method T316 RMS (NSW) Method T317 |
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Compressive strength | Core; Cylinder |
AS 1012.9 AS 1012.14 RMS (NSW) Method T305 RMS (NSW) Method T306 RMS (NSW) Method T310 |
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Compacted density - In-situ | Relative compaction of concrete pavements | RMS (NSW) Method T381 | |||
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen conditioning | Wet conditioning of hardened concrete core specimens | AS 1012.14 | |
Specimen manufacture and curing | Manufacture and curing of cylindrical specimens in the laboratory; Manufacture and curing of drying shrinkage specimens in the laboratory; Manufacture and curing of flexural strength specimens in the laboratory |
AS 1012.8.1 AS 1012.8.2 AS 1012.8.4 RMS (NSW) Method T304 RMS (NSW) Method T327 |
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Evaluation of geotechnical and civil construction material - Road pavement structural performance | Road pavements | Structural performance evaluation | Benkelman beam; Deflection monitoring |
RMS (NSW) Method T160 RMS (NSW) Method T199 |
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Evaluation of geotechnical and civil construction material - Soil classification | Soils | Liquid limit; Plastic limit | Casagrande four point; Casagrande one point |
AS 1289.3.1.1 AS 1289.3.1.2 AS 1289.3.2.1 RMS (NSW) Method T108 RMS (NSW) Method T109 |
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Sieve analysis | Not applicable |
AS 1289.3.6.1 RMS (NSW) Method T106 |
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Moisture content | Drying oven |
AS 1289.2.1.1 RMS (NSW) Method T120 |
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Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Modified compactive effort; Standard compactive effort; Three compaction point |
AS 1289.5.1.1 AS 1289.5.2.1 RMS (NSW) Method T111 RMS (NSW) Method T112 RMS (NSW) Method T130 RMS (NSW) Method T162 |
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Evaluation of geotechnical and civil construction material - Soil field density | Soils | Relative compaction | Not applicable | RMS (NSW) Method T381 | |
Density - In-situ | Nuclear gauge |
AS 1289.5.8.1 RMS (NSW) Method T173 |
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Compaction control | Hilf | AS 1289.5.7.1 | |||
Relative compaction | Not applicable | RMS (NSW) Method T166 | |||
Dry density ratio; Moisture ratio | Measured | AS 1289.5.4.1 | |||
Evaluation of geotechnical and civil construction material - Soil in-situ penetration | Soils | Penetration in-situ | Dynamic cone |
AS 1289.6.3.2 RMS (NSW) Method T161 |
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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 RMS (NSW) Method T117 RMS (NSW) Method T132 |
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Compressive strength | Uniaxial maximum dry |
RMS (NSW) Method T116 RMS (NSW) Method T131 |
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Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Accelerated weathering pre-treatment; Not applicable; Repeated compaction pre-treatment |
AS 1289.1.1 RMS (NSW) Method T102 RMS (NSW) Method T103 RMS (NSW) Method T105 |
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Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile | AS 1141.3.1 | |
Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete; Hardened concrete by coring |
AS 1012.1 AS 1012.14 RMS (NSW) Method T300 |
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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 from an open-drive; Disturbed soil sampling in-situ |
AS 1289.1.2.1 RMS (NSW) Method T100 |
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Accreditation No.
1986
Site No.
24569
Print date
06 Dec 2023
END OF SCOPE