Construction Sciences Pty Ltd

Site

Fyshwick Laboratory

Accreditation No.

1986

Site No.

455

Date of Accreditation

10 Aug 2015

Address

Unit 3, 180 Gladstone Street
Fyshwick, ACT 2609
Australia

constructionsciences.net

Contact

Availability

Services available to external clients

Scope of Accreditation

Print scopes
Fyshwick Laboratory

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 Techniques 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
Weak particles contaminants Sieve analysis

AS 1141.32
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Flakiness; Proportional calliper

AS 1141.14, AS 1141.15

RMS (NSW) Method T213

TfNSW TS 02799.12
Water absorption of coarse aggregate Not applicable

AS 1141.6.1
Particle density of fine aggregate Weighing-in-water

AS 1141.5
Particle size distribution Fine particles in road materials; Sieve analysis; Sieve analysis of material finer than 75 µm

AS 1141.11.1, AS 1141.12, AS 1141.19

RMS (NSW) Method T107 (2012);TfNSW T107;, RMS (NSW) Method T201, RMS (NSW) Method T203

TfNSW TS 02795.03,TfNSW TS 02799.02,TfNSW TS 02799.04
Water absorption of fine aggregate Not applicable

AS 1141.5
Bulk density Compacted; Uncompacted

AS 1141.4

RMS (NSW) Method T211, RMS (NSW) Method T212

TfNSW TS 02799.10,TfNSW TS 02799.11
Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1
Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Aggregate crushing value Not applicable

AS 1141.21
Wet/dry strength variation Not applicable

AS 1141.22
RMS (NSW) Method T215

TfNSW TS 02799.13
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
Compactibility index Not applicable

AS 1012.3.4
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar Flexural strength Modulus of rupture

AS 1012.11

RMS (NSW) Method T328

TfNSW TS 02800.25
Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1
Compressive strength Core; Cube; Cylinder

AS 1012.9, AS 1012.14

RMS (NSW) Method T375

TfNSW TS 02800.49
Bleeding In-situ analysis - Freshly mixed concrete; In-situ analysis - Grout AS 1012.6
Mass per unit volume - Fresh concrete In-situ measurement using fixed volume measure

AS 1012.5
Air content of freshly mixed concrete Reduced air pressure

AS 1012.4.2
Uniformity of mixing Not applicable AS 1379 Appendix A
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen conditioning; Specimen manufacture and curing Curing cylinder specimens in the laboratory; Dry conditioning of hardened concrete core specimens; In-situ manufacture and curing of cylindrical specimens; In-situ manufacture and curing of drying shrinkage specimens; In-situ manufacture and curing of flexural strength specimens; In-situ manufacture and curing of grout and mortar cubes; 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; Manufacture and curing of grout and mortar cubes in the laboratory; Wet conditioning of hardened concrete core specimens

AS 1012.8.1, AS 1012.8.2, AS 1012.8.4, AS 1012.14

RMS (NSW) Method T327, RMS (NSW) Method T375

TfNSW TS 02800.24,TfNSW TS 02800.49
Specimen manufacture Mixing concrete in the laboratory

AS 1012.2
Evaluation of geotechnical and civil construction material - Soil classification Soils Moisture content Correlation; Drying oven; Microwave oven

AS 1289.2.1.1, AS 1289.2.1.4, AS 1289.2.3.1

RMS (NSW) Method T120, RMS (NSW) Method T2105

TfNSW TS 02795.14,TfNSW TS 02799.09
Liquid limit Casagrande four point; Casagrande one point

AS 1289.3.1.1, AS 1289.3.1.2

RMS (NSW) Method T108 (2012);TfNSW T108;TfNSW TS 02795.04
Plastic limit Not applicable

AS 1289.3.2.1

RMS (NSW) Method T109 (2012);TfNSW T109;

TfNSW TS 02795.05
Linear shrinkage Not applicable

AS 1289.3.4.1

RMS (NSW) Method T113(2012);TfNSW T113;

TfNSW TS 02795.08
Plasticity index Casagrande

AS 1289.3.3.1

RMS (NSW) Method T109 (2012);TfNSW T109;TfNSW TS 02795.05
Fine particles in road materials; Sieve analysis Not applicable

AS 1289.3.6.1

RMS (NSW) Method T106 (2012);TfNSW T106;, RMS (NSW) Method T107 (2012);TfNSW T107;

TfNSW TS 02795.02,TfNSW TS 02795.03
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Modified compactive effort; Standard compactive effort

AS 1289.5.1.1, AS 1289.5.2.1

RMS (NSW) Method T111, RMS (NSW) Method T112, RMS (NSW) Method T130

TfNSW TS 02795.06,TfNSW TS 02795.07,TfNSW TS 02796.01
Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

AS 1289.5.4.2
Evaluation of geotechnical and civil construction material - Soil field density Soils Density - In-situ Nuclear gauge; Sand-cone

AS 1289.5.8.1

RMS (NSW) Method T173

TfNSW TS 02795.36
Moisture ratio Measured

AS 1289.5.4.1
Relative compaction Not applicable

RMS (NSW) Method T166

TfNSW TS 02795.28
Dry density ratio Calculation

AS 1289.5.4.1
Compaction control Hilf

AS 1289.5.7.1

RMS (NSW) Method T162

TfNSW TS 02795.24
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

TfNSW TS 02795.23
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

TfNSW TS 02795.11,TfNSW TS 02796.03
Compressive strength Uniaxial maximum dry

RMS (NSW) Method T114, RMS (NSW) Method T116, RMS (NSW) Method T131

TfNSW TS 02795.09,TfNSW TS 02795.10,TfNSW TS 02796.02
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Accelerated weathering pre-treatment; Repeated compaction pre-treatment

AS 1289.1.1

RMS (NSW) Method T102 (2012);TfNSW T102; RMS (NSW) Method T103 (2012);TfNSW T103;TfNSW T105;, RMS (NSW) Method T105

TfNSW TS 02794.02,TfNSW TS 02794.03,TfNSW TS 02795.01
Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck

AS 1141.3.1

RMS (NSW) Method T100

TfNSW TS 02794.01
Concrete, grout and mortar Not applicable Fresh concrete from a mixer; Hardened concrete by coring

AS 1012.1, AS 1012.14

RMS (NSW) Method T375

TfNSW TS 02800.49
Soils Not applicable Disturbed sampling from earthwork; 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

AS 1289.1.2.1, AS 1289.1.4.1, AS 1289.1.4.2

RMS (NSW) Method T100

TfNSW TS 02794.01

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