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

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 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

Foreign material in recycled aggregate Manual classification

RMS (NSW) Method T276

Weak particles contaminants Sieve analysis

AS 1141.32

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates 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 T201, RMS (NSW) Method T203

Water absorption of fine aggregate Not applicable

AS 1141.5

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

Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1

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

Alkali reactivity Length change of concrete

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

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

AS 1141.21
RMS (NSW) Method T205

Wet/dry strength variation Not applicable

AS 1141.22
RMS (NSW) Method T215

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in-situ Concrete, grout and mortar Vebe value Not applicable

AS 1012.3.3

Slump flow Cone; J-ring; T500

AS 1012.3.1, AS 1012.3.5

RMS (NSW) Method T301

Compactibility index Not applicable

AS 1012.3.4

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 Flow rate (no fines concrete) RMS (NSW) Method T377
Permeability Voids - No fines concrete RMS (NSW) Method T378
Permeability Volume change with water absorption - Permeable voids

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

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar Compressive strength Core; Cube; Cylinder

AS 1012.9, AS 1012.14

RMS (NSW) Method T305, RMS (NSW) Method T306, RMS (NSW) Method T310, RMS (NSW) Method T375

Setting time - In-situ Not applicable

AS 1012.18

Flexural strength Modulus of rupture

AS 1012.11

RMS (NSW) Method T328

Bleeding In-situ analysis - Freshly mixed concrete

AS 1012.6

Specimen preparation Dressing of voids

RMS (NSW) Method T368

Wet sieving analysis Not applicable

RMS (NSW) Method T329

Air content of freshly mixed concrete Reduced air pressure

AS 1012.4.2

RMS (NSW) Method T320

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

Indirect tensile strength Brazil

AS 1012.10

Uniformity of mixing Not applicable

AS 1379 Appendix A

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

AS 1012.5

RMS (NSW) Method T303

Compacted density - In-situ Relative compaction of concrete pavements

RMS (NSW) Method T381

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

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;

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

RMS (NSW) Method T240

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 Liquid limit Casagrande four point; Cone four point

AS 1289.3.1.1, AS 1289.3.1.2, AS 1289.3.9.1

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

Plasticity index Casagrande; Cone

AS 1289.3.3.1

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

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;

Plastic limit

AS 1289.3.2.1

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

Moisture content Drying oven; Microwave oven

AS 1289.2.1.1

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

Mobile capability for AS 1289.2.1.1 and RMS (NSW) Method T120
Linear shrinkage Not applicable

AS 1289.3.4.1

RMS (NSW) Method T113;TfNSW T113;

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

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

Mobile capability for RMS (NSW) Method T162
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

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

Sydney Water Supplier of Field Testing Services. Mobile capability for AS 1289.5.8.1 and RMS (NSW) Method T173
Relative compaction Not applicable

RMS (NSW) Method T166

Compaction control Hilf

AS 1289.5.7.1

Sydney Water Supplier of Field Testing Services.  
Mobile capability for AS 1289.5.7.1
Moisture ratio Measured

AS 1289.5.4.1

Density index Not applicable

AS 1289.5.6.1

Dry density ratio Calculation

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

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

Bearing ratio Remoulded specimens

AS 1289.6.1.1
RMS (NSW) Method T117

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

AS 1289.4.3.1

RMS (NSW) Method T123

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

Mobile capability for AS 1289.1.1 and RMS (NSW) Method T105
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

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

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

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 Moama Annex Facility, Site No. 25367 is established from 12 October 2020 until 14 April 2022 for works on the Echuca-Moama Bridge Project - Stage 4, Contract No. MI1096_PT for Excell Gray Bruni Pty Ltd.

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.