National Association of Testing Authorities, Australia
Scope of Accreditation
Construction Sciences Pty Ltd
Site
Gold Coast Laboratory
Accreditation No.
1986
Site No.
13385
Date of Accreditation
29 Apr 1998
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 contaminants | Aggregates | Clay and fine silt | Settling |
AS 1141.33 |
|
| Organic impurities | Colour test |
AS 1141.34 |
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| Sugar | Fehlings solution |
AS 1141.35 |
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| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Water absorption of fine aggregate | Not applicable |
AS 1141.5 |
|
| Particle density of fine aggregate | Weighing-in-water |
AS 1141.5 |
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| Water absorption of coarse aggregate | Not applicable |
AS 1141.6.1 |
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| Shape | Average least dimension; Crushed faces; Flakiness; Proportional calliper |
AS 1141.14, AS 1141.15, AS 1141.20.3, MR (Qld) Method Q201, RMS (NSW) Method T213 TfNSW TS 02799.12 |
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| Particle density of coarse aggregate | Weighing-in-water |
AS 1141.6.1 |
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| Shape | Crushed faces | AS 1141.18 | |||
| Bulk density | Compacted; Uncompacted |
AS 1141.4 |
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| 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 TfNSW TS 02799.02,TfNSW TS 02799.04 |
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| Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable |
AS 1141.22, RMS (NSW) Method T215 TfNSW TS 02799.13 |
|
| Aggregate crushing value | Not applicable |
AS 1141.21 TfNSW TS 02799.06 |
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| Evaluation of geotechnical and civil construction material - Asphalt field density | Asphalts | Density ratio and air voids | Not applicable | AS 2891.14.5 | |
| Evaluation of geotechnical and civil construction material - Asphalt volumetric properties | Asphalts | Bulk density | Presaturation |
AS/NZS 2891.9.2 |
|
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in-situ | Concrete, grout and mortar | Slump flow | J-ring; T500 | AS 1012.3.5 | |
| Slump flow | Cone |
AS 1012.3.1 RMS (NSW) Method T301 TfNSW TS 02800.02 |
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| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Air content of freshly mixed concrete | Reduced air pressure | AS 1012.4.2 | |
| Specimen preparation | Dressing of voids |
RMS (NSW) Method T368 TfNSW TS 02800.43 |
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| Mass per unit volume - Hardened concrete | Dimensions; Water displacement |
AS 1012.12.1, AS 1012.12.2 MR (Qld) Method Q473 RMS (NSW) Method T316, RMS (NSW) Method T317 TfNSW TS 02800.16,TfNSW TS 02800.17 |
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| Compressive strength | Core; Cylinder |
AS 1012.9, AS 1012.14 (clause 6.5) RMS (NSW) Method T305, RMS (NSW) Method T306, RMS (NSW) Method T310 TfNSW TS 02800.06,TfNSW TS 02800.07,TfNSW TS 02800.11 |
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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 RMS (NSW) Method T304 TfNSW TS 02800.05 |
|
| Specimen manufacture and curing | Curing grout and mortar cube specimens in the laboratory | AS 1012.8.3 | |||
| Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics | Road pavements | Texture depth | Sand patch | Austroads AGPT/T250 | |
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Liquid limit | Cone one point | AS 1289.3.9.2 | |
| Plastic limit | Casagrande one point; Cone four point |
AS 1289.3.2.1, MR (Qld) Method Q105, RMS (NSW) Method T109; TfNSW T109; TfNSW T105; TfNSW TS 02795.01,TfNSW TS 02795.05 |
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| Sieve analysis; Weighted plasticity index | Fines ratio; Not applicable | MR (Qld) Method Q252, MR (Qld) Method Q253 | |||
| Particle density | Not applicable |
AS 1289.3.5.1 |
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| Fine particles in road materials; Sieve analysis | Not applicable |
AS 1289.3.6.1, MR (Qld) Method Q103A, RMS (NSW) Method T106; TfNSW T106; RMS (NSW) Method T107; TfNSW T107; TfNSW TS 02795.02,TfNSW TS 02795.03 |
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| Plasticity index | Casagrande; Cone |
AS 1289.3.3.1, AS 1289.3.3.2, MR (Qld) Method Q105, RMS (NSW) Method T109; TfNSW T109; TfNSW T105; TfNSW TS 02795.01,TfNSW TS 02795.05 |
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| Linear shrinkage | Not applicable |
AS 1289.3.4.1, MR (Qld) Method Q106, RMS (NSW) Method T113; TfNSW T113; TfNSW TS 02795.08 |
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| Moisture content | Drying oven; Relative moisture content |
AS 1289.2.1.1, MR (Qld) Method Q250, RMS (NSW) Method T120 TfNSW TS 02795.14 |
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| Liquid limit | Casagrande four point; 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, RMS (NSW) Method T108; TfNSW T108; TfNSW T105; TfNSW TS 02795.01,TfNSW TS 02795.04 |
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| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Three compaction point |
RMS (NSW) Method T162 TfNSW TS 02795.24 |
|
| Minimum and maximum dry density | Not applicable |
AS 1289.5.5.1 |
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| Compaction to nominated levels | Not applicable |
MR (Qld) Method Q145A |
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| Oversize material | Oversize material treatment |
MR (Qld) Method Q143 |
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| Maximum dry density | Not applicable |
RMS (NSW) Method T164 TfNSW TS 02795.26 |
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| Dry density/moisture content relationship | Modified compactive effort; Standard compactive effort; Three compaction point |
AS 1289.5.1.1, AS 1289.5.2.1, MR (Qld) Method Q142A, MR (Qld) Method Q142B, RMS (NSW) Method T111, RMS (NSW) Method T112, RMS (NSW) Method T130 TfNSW TS 02795.06,TfNSW TS 02795.07,TfNSW TS 02796.01 |
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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 dispersion | Soils | Dispersion | Emerson class | AS 1289.3.8.1 | |
| Evaluation of geotechnical and civil construction material - Soil field density | Soils | Moisture ratio | Measured |
AS 1289.5.4.1 |
|
| Dry density ratio | Calculation |
AS 1289.5.4.1 |
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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, MR (Qld) Method Q146 (2017) |
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| Compaction control | Hilf |
AS 1289.5.7.1 |
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| 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, RMS (NSW) Method T119, RMS (NSW) Method T173 TfNSW TS 02795.13,TfNSW TS 02795.36 |
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| Relative compaction | Not applicable |
MR (Qld) Method Q140A, RMS (NSW) Method T166 TfNSW TS 02795.28 |
|||
| Density index | Not applicable |
AS 1289.5.6.1 |
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| Evaluation of geotechnical and civil construction material - Soil in-situ penetration | Soils | Penetration depth; Penetration in-situ | Ball embedment; Dynamic cone |
AS 1289.6.3.2, MR (Qld) Method Q114B, RMS (NSW) Method T161 TfNSW TS 02795.23 Austroads AGPT/T251 |
|
| Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens |
AS 1289.6.1.1, MR (Qld) Method Q113A, MR (Qld) Method Q113B, MR (Qld) Method Q113C, RMS (NSW) Method T117, RMS (NSW) Method T118 TfNSW TS 02795.11,TfNSW TS 02795.12 |
|
| 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, MR (Qld) Method Q101E RMS (NSW) Method T102; TfNSW T102; TfNSW T105;, RMS (NSW) Method T103; TfNSW T103; TfNSW T105; RMS (NSW) Method T105 TfNSW TS 02794.02,TfNSW TS 02794.03,TfNSW TS 02795.01 |
|
| Evaluation of geotechnical and civil construction material - Soil reactivity | Soils | Reactivity | Shrink/swell |
AS 1289.7.1.1 |
|
| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial maximum dry |
AS 5101.4, MR (Qld) Method Q115, RMS (NSW) Method T116, RMS (NSW) Method T131 TfNSW TS 02795.10,TfNSW TS 02796.02 |
|
| Sample preparation | UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix | MR (Qld) Method Q251A, MR (Qld) Method Q251B | |||
| Curing of moulded specimens; Laboratory stabilisation of soil | Cement; Lime stabilisation |
MR (Qld) Method Q135A, MR (Qld) Method Q135B |
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| Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck; Site selection by spot sampling |
AS 1141.3.1, MR (Qld) Method Q060, MR (Qld) Method Q061 |
|
| Asphalts | Not applicable | Extraction of a compacted asphalt slab; Uncompacted asphalt |
AS/NZS 2891.1.1, AS 2891.1.2 |
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| 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 TfNSW TS 02800.01 |
||
| 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; Site selection - Random sampling; Site selection - Random stratified sampling |
AS 1289.1.2.1, 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.
1986
Site No.
13385
Print date
07 Dec 2023
