Construction Sciences Pty Ltd

Site

Glendenning Laboratory

Accreditation No.

1986

Site No.

12385

Date of Accreditation

18 Mar 1997

Address

2/4 Kellogg Road
Rooty Hill, NSW 2766
Australia

constructionsciences.net

Contact

Mr Alexander Hodge P: +61 (02) 98541700

Availability

Services available to external clients

Construction Sciences Pty Ltd address map

Scope of Accreditation

Print scopes
Glendenning 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 Organic impurities Colour test

AS 1141.34

Clay and fine silt Settling

AS 1141.33

Weak particles contaminants Sieve analysis

AS 1141.32

Foreign material in recycled aggregate Manual classification

RMS (NSW) Method T276

TfNSW TS 02799.51

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Bulk density Compacted; Uncompacted

AS 1141.4

Shape Average least dimension; Flakiness; Proportional calliper

AS 1141.14, AS 1141.15, AS 1141.20.1, AS 1141.20.2

RMS (NSW) Method T213, RMS (NSW) Method T235, RMS (NSW) Method T275

TfNSW TS 02799.12,TfNSW TS 02799.32,TfNSW TS 02799.50

Particle density of fine aggregate Weighing-in-water

AS 1141.5

Water absorption of coarse aggregate Not applicable

AS 1141.6.1

Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1

Water absorption of fine aggregate Not applicable

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 T201, RMS (NSW) Method T203

TfNSW TS 02799.02,TfNSW TS 02799.04

Evaluation of geotechnical and civil construction material - Aggregate reactivity Aggregates Alkali reactivity potential Accelerated mortar bar

AS 1141.60.1
RMS (NSW) Method T363
RC (Vic) Method 376.03
ASTM C1260

TfNSW TS 02800.39

Alkali reactivity Length change of concrete

AS 1141.60.2
RMS (NSW) Method T364
RC (Vic) Method 376.04
ASTM C1293

TfNSW TS 02800.40

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
RMS (NSW) Method T205

TfNSW TS 02799.06

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in situ Concrete, grout and mortar Segregation Penetration test ASTM C1712
Vebe value Not applicable

AS 1012.3.3

Compactibility index Not applicable

AS 1012.3.4

Slump flow Cone; J-ring; T500

AS 1012.3.1, AS 1012.3.5

RMS (NSW) Method T301 (2012), TfNSW TS 02800.02 (2012)
ASTM C1611, ASTM C1621
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar performance Concrete, grout and mortar Flexural toughness of fibre reinforced concrete and shotcrete Not applicable ASTM C1550
Flexural performance of fibre reinforced concrete Beam with third-point loading ASTM C1609/C1609M
Flexural tensile strength Limit of proportionality; Residual BS EN 14651
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar permeability Concrete, grout and mortar Permeability Voids - No fines concrete RMS (NSW) Method T378

TfNSW TS 02800.52

Permeability Flow rate (no fines concrete) RMS (NSW) Method T377

TfNSW TS 02800.51

Permeability Volume change with water absorption - Permeable voids

DIN 1048 Part 5 (1991)
RMS (NSW) Method T362

TfNSW TS 02800.38

BS EN 12390-8
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar Uniformity of mixing Not applicable

AS 1379 Appendix A

Compacted density - In situ Relative compaction of concrete pavements

RMS (NSW) Method T381

TfNSW TS 02800.55

Air content of freshly mixed concrete Reduced air pressure

AS 1012.4.2

Setting time - In situ Not applicable

AS 1012.18

Mass per unit volume - Hardened concrete Dimensions; Water displacement

AS 1012.12.1, AS 1012.12.2

Specimen preparation Dressing of voids

RMS (NSW) Method T368

TfNSW TS 02800.43

Wet sieving analysis Not applicable

RMS (NSW) Method T329

TfNSW TS 02800.26

Compressive strength Core; Cube; Cylinder

AS 1012.9, AS 1012.14

RMS (NSW) Method T306, RMS (NSW) Method T310, RMS (NSW) Method T375

TfNSW TS 02800.07,TfNSW TS 02800.11,TfNSW TS 02800.49

Flexural strength Modulus of rupture

AS 1012.11

Fibre content in fresh concrete Not applicable AS 1012.25.1, EN 14721 Method B
Bleeding In situ analysis - Freshly mixed concrete

AS 1012.6

Indirect tensile strength Brazil

AS 1012.10

Mass per unit volume - Fresh concrete In situ measurement using fixed volume measure

AS 1012.5

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar shrinkage Concrete, grout and mortar Drying shrinkage specimen measurement Not applicable

AS 1012.13

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 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

AS 1012.8.1, AS 1012.8.2, AS 1012.8.3, AS 1012.8.4

RMS (NSW) Method T304, RMS (NSW) Method T327, RMS (NSW) Method T375, RMS (NSW) Method T376

TfNSW TS 02800.05,TfNSW TS 02800.24,TfNSW TS 02800.49,TfNSW TS 02800.50

Specimen manufacture Mixing concrete in the laboratory

AS 1012.2

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;TfNSW T199;

TfNSW TS 02795.22,TfNSW TS 02795.55

Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics Road pavements Texture depth Sand patch

RMS (NSW) Method T240

TfNSW TS 02799.37

Evaluation of geotechnical and civil construction material - Rock properties Rocks Point load strength index Not applicable

AS 4133.4.1

RMS (Method) T223

Evaluation of geotechnical and civil construction material - Soil classification Soils Plastic limit

AS 1289.3.2.1

RMS (NSW) Method T109;TfNSW T109;TfNSW T105;

TfNSW TS 02795.01,TfNSW TS 02795.05

Plasticity index Casagrande; Cone

AS 1289.3.3.1

RMS (NSW) Method T109;TfNSW T109;TfNSW T105;

TfNSW TS 02795.01,TfNSW TS 02795.05

Fine particles in road materials; Sieve analysis Not applicable

AS 1289.3.6.1

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

TfNSW TS 02795.02,TfNSW TS 02795.03

Liquid limit Casagrande four point

AS 1289.3.1.1, AS 1289.3.1.2

RMS (NSW) Method T108;TfNSW T108;TfNSW T105;

TfNSW TS 02795.01,TfNSW TS 02795.04

Linear shrinkage Not applicable

AS 1289.3.4.1

RMS (NSW) Method T113;TfNSW T113;

TfNSW TS 02795.08

Moisture content Drying oven; Hot plate; Microwave oven; Sand bath

AS 1289.2.1.1, AS 1289.2.1.6

RMS (NSW) Method T120, RMS (NSW) Method T180

TfNSW TS 02795.14,TfNSW TS 02795.39, TfNSW TS 02795.15

 Sydney Water Supplier of Field Testing Services.
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Minimum and maximum dry density Not applicable

AS 1289.5.5.1

RMS (NSW) Method T164

TfNSW TS 02795.26

Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

AS 1289.5.4.2

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

TfNSW TS 02795.06,TfNSW TS 02795.07,TfNSW TS 02796.01,TfNSW TS 02795.24

 Sydney Water Supplier of Field Testing Services.
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 electrical properties Soils Electrical resistance Not applicable

AS 1289.4.4.1
RMS (NSW) Method T185

TfNSW TS 02795.43

Evaluation of geotechnical and civil construction material - Soil field density Soils Moisture ratio Measured

AS 1289.5.4.1

 Sydney Water Supplier of Field Testing Services.
Relative compaction Not applicable

RMS (NSW) Method T166

TfNSW TS 02795.28

Density - In situ Nuclear gauge; Sand-cone

AS 1289.5.3.1, AS 1289.5.8.1

RMS (NSW) Method T119, RMS (NSW) Method T173

TfNSW TS 02795.13,TfNSW TS 02795.36

 Sydney Water Supplier of Field Testing Services.
Density index Not applicable

AS 1289.5.6.1

Compaction control Hilf

AS 1289.5.7.1

 Sydney Water Supplier of Field Testing Services.  
Dry density ratio Calculation

AS 1289.5.4.1

 Sydney Water Supplier of Field Testing Services.
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 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

Bearing ratio Remoulded specimens

AS 1289.6.1.1
RMS (NSW) Method T117

TfNSW TS 02795.11

Evaluation of geotechnical and civil construction material - Soil natural contaminants Soils Acidity pH

AS 1289.4.3.1

RMS (NSW) Method T123

TfNSW TS 02795.16

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

TfNSW TS 02794.02,TfNSW TS 02794.03,TfNSW TS 02795.01

 Sydney Water Supplier of Field Testing Services.
Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck; Quarry aggregate from a drill core; Quarry aggregate from a quarry face; Quarry aggregate from a rock spall; Quarry aggregate from boulders

AS 1141.3.1, AS 1141.3.2

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 T300, RMS (NSW) Method T375

TfNSW TS 02800.01,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

 Sydney Water Supplier of Field Testing Services.
WSA Airside Cargo Annex Facility

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Annex facility 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 WSA Airside Cargo Annex Facility, Site 26872 is established from 1 October 2024 until 31 December 2025 for Western Sydney Airport Stage 1 Cargo Facility, Contractor CPB/Acciona, Contract No: N81190-S0131A-001.

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.