Construction Sciences Pty Ltd

Site

Port Macquarie Laboratory

Accreditation No.

1986

Site No.

9612

Date of Accreditation

10 Aug 2015

Address

Unit 1, 18 Jindalee Road
Port Macquarie, NSW 2444
Australia

constructionsciences.net

Contact

Mr Jarrad Agst P: +61 0421147421

Availability

Services available to external clients

Scope of Accreditation

Print scopes
Port Macquarie Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Clay and fine silt Settling

AS 1141.33

RMS (NSW) Method T268

TfNSW TS 02799.43
Organic impurities Colour test

AS 1141.34

RMS (NSW) Method T260

TfNSW TS 02799.38
Weak particles contaminants Sieve analysis

AS 1141.32

RMS (NSW) Method T202

TfNSW TS 02799.03
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates 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

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

TfNSW TS 02795.03,TfNSW TS 02799.02,TfNSW TS 02799.04
Shape Average least dimension; Crushed faces; 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 T239, RMS (NSW) Method T275

TfNSW TS 02799.12,TfNSW TS 02799.32,TfNSW TS 02799.36,TfNSW TS 02799.50
Particle density of coarse aggregate; Water absorption of coarse aggregate Weighing-in-water

AS 1141.6.1

RMS (NSW) Method T209

TfNSW TS 02799.08
Particle density of fine aggregate; Water absorption of fine aggregate Weighing-in-water

AS 1141.5

RMS (NSW) Method T210

TfNSW TS 02799.09
Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Methylene blue value

AS 1141.66
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 Slump flow Cone

AS 1012.3.1

RMS (NSW) Method T301

TfNSW TS 02800.02
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar Compressive strength; Specimen preparation Capping of compressive strength specimens; Core; Cube; Cylinder

AS 1012.9

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

TfNSW TS 02800.06,TfNSW TS 02800.07,TfNSW TS 02800.11,TfNSW TS 02800.49
Air content of freshly mixed concrete Reduced air pressure

AS 1012.4.2

RMS (NSW) Method T320

TfNSW TS 02800.20
Mass per unit volume - Fresh concrete In-situ measurement using fixed volume measure

AS 1012.5

RMS (NSW) Method T303

TfNSW TS 02800.04
Flexural strength Modulus of rupture

AS 1012.11

RMS (NSW) Method T328

TfNSW TS 02800.25
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

TfNSW TS 02800.16
Specimen preparation Dressing of voids

RMS (NSW) Method T368

TfNSW TS 02800.43
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 Wet conditioning of hardened concrete core specimens

AS 1012.14
Specimen manufacture and curing Curing cylinder specimens in the laboratory; Curing flexural strength specimens in the laboratory; Curing grout and mortar cube specimens in the laboratory; 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; Moist curing drying shrinkage specimens in the laboratory

AS 1012.8.1, AS 1012.8.2, AS 1012.8.4

RMS (NSW) Method T304, RMS (NSW) Method T312, RMS (NSW) Method T327, RMS (NSW) Method T375

TfNSW TS 02800.05,TfNSW TS 02800.12,TfNSW TS 02800.24,TfNSW TS 02800.49
Evaluation of geotechnical and civil construction material - Road pavement structural performance Road pavements Structural performance evaluation Benkelman beam; Deflection monitoring

RMS (NSW) Method T160, TfNSW T199;

TfNSW TS 02795.22,TfNSW TS 02795.55
Evaluation of geotechnical and civil construction material - Soil classification Soils Moisture content Drying oven; Sand bath

AS 1289.2.1.1, AS 1289.2.1.2

RMS (NSW) Method T120, RMS (NSW) Method T121

TfNSW TS 02795.14,TfNSW TS 02795.15
Plasticity index Casagrande

AS 1289.3.3.1

TfNSW T109

TfNSW TS 02795.01,TfNSW TS 02795.05
Sieve analysis Not applicable

AS 1289.3.6.1

TfNSW T106

TfNSW TS 02795.02
Liquid limit Casagrande four point; Casagrande one point

AS 1289.3.1.1, AS 1289.3.1.2

TfNSW T108

TfNSW TS 02795.01,TfNSW TS 02795.04
Plastic limit Not applicable

AS 1289.3.2.1

TfNSW T109

TfNSW TS 02795.01,TfNSW TS 02795.05
Linear shrinkage Not applicable

AS 1289.3.4.1
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

AS 1289.5.4.2
Minimum and maximum dry density Not applicable

RMS (NSW) Method T164

TfNSW TS 02795.26
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
Evaluation of geotechnical and civil construction material - Soil field density Soils Compaction control Hilf

AS 1289.5.7.1
Density - In-situ Nuclear gauge

AS 1289.5.8.1

RMS (NSW) Method T173

TfNSW TS 02795.36
Moisture ratio Measured

AS 1289.5.4.1
Dry density ratio Calculation

AS 1289.5.4.1
Relative compaction Not applicable

RMS (NSW) Method T166

TfNSW TS 02795.28
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Compressive strength Uniaxial maximum dry

RMS (NSW) Method T114

TfNSW TS 02795.09
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
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

TfNSW T102, 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 stabilisation Soils Compressive strength Uniaxial unconfined RMS (NSW) Method T116, RMS (NSW) Method T131

TfNSW TS 02795.10,TfNSW TS 02796.02
Sample collection Aggregates Not applicable Aggregate from a stockpile

AS 1141.3.1
Concrete, grout and mortar Not applicable Fresh concrete from a mixer; Fresh concrete from deposited concrete

AS 1012.1

RMS (NSW) Method T300

TfNSW TS 02800.01
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

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.