Mawsons

Site

Central Laboratory Echuca

Accreditation No.

19813

Site No.

23119

Date of Accreditation

03 May 2016

Address

7/53 McMillan Rd
Echuca, VIC 3564
Australia

mawsons.com.au

Contact

Mr Dean Toma P: +61 0428332774

Availability

Services conditionally available to external clients

Scope of Accreditation

Print scopes
Central Laboratory Echuca

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate abrasion Aggregates Abrasion resistance Los Angeles machine value; Resistance to wear by attrition AS 1141.23, AS 1141.27, RMS (NSW) Method T204

TfNSW TS 02799.05
Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Weak particles contaminants Sieve analysis

AS 1141.32
Coarse aggregate quality Visual comparison

AS 1141.30.1

RC (Vic) Method 372.01
Foreign material in recycled aggregate; Organic impurities; Sugar Colour test; Fehlings solution; Manual classification AS 1141.34, AS 1141.35, RC (Vic) Method 372.04
Clay and fine silt Settling

AS 1141.33
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Bulk density Compacted; Uncompacted AS 1141.4, RMS (NSW) Method T211, RMS (NSW) Method T212

TfNSW TS 02799.10,TfNSW TS 02799.11
Shape Crushed faces AS 1141.18, RMS (NSW) Method T239

TfNSW TS 02799.36
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;TfNSW T107, RMS (NSW) Method T201, RMS (NSW) Method T203

RC (Vic) Method 375.11, RC (Vic) Method 375.12

TfNSW TS 02795.03,TfNSW TS 02799.02,TfNSW TS 02799.04
Particle density of coarse aggregate; Particle density of fine aggregate Weighing-in-water AS 1141.5, AS 1141.6.1, RMS (NSW) Method T210

TfNSW TS 02799.09
Shape Average least dimension; Flakiness; Proportional calliper

AS 1141.14, AS 1141.15, AS 1141.20.1, AS 1141.20.2, AS 1141.20.3

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

RC (Vic) Method 302.11

TfNSW TS 02799.12,TfNSW TS 02799.32,TfNSW TS 02799.50
Sample preparation Untreated bulk samples

RC (Vic) Method 301.01
Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Degradation factor on fine aggregate; Exposure to sodium sulfate solution; Methylene blue value AS 1141.24, AS 1141.25.3, AS 1141.66, RC (Vic) Method 370.05, RMS (NSW) Method T266, RMS (NSW) Method T659

TfNSW TS 02799.42,TfNSW TS 02806.36
Evaluation of geotechnical and civil construction material - Aggregate stabilisation Aggregates Cement content; Cohesion of compacted material; Sample preparation; Unconfined compressive strength Heat of neutralisation; Stabilised pavement materials; UCS (unconfined compression strength) specimens - Field mix AS 1141.52, AS 5101.2.2, AS 5101.3.3, AS 5101.4, RMS (NSW) Method T116, RMS (NSW) Method T131, RMS (NSW) Method T137

TfNSW TS 02795.10,TfNSW TS 02796.02,TfNSW TS 02796.07
Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Aggregate crushing value; Wet/dry strength variation Not applicable AS 1141.21, AS 1141.22, RMS (NSW) Method T205, RMS (NSW) Method T215

TfNSW TS 02799.06,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; J-ring; T500 AS 1012.3.1; AS 1012.3.5
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete Fibre content in fresh concrete Not applicable AS 1012.25.1, EN 14721 Method B
Concrete, grout and mortar Air content of freshly mixed concrete Reduced air pressure AS 1012.4.2
Maturity Estimation of concrete strength ASTM C1074
Compressive strength Cube; Cylinder AS 1012.9
Mass per unit volume - Hardened concrete Dimensions AS 1012.12.1
Rebound number Not applicable ASTM C805
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; Curing flexural strength 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; 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; Mixing concrete in the laboratory AS 1012.2; AS 1012.8.1; AS 1012.8.2; AS 1012.8.3; AS 1012.8.4
Evaluation of geotechnical and civil construction material - Rock properties Rocks Point load strength index Laboratory measurement AS 4133.4.1, RMS (NSW) Method T223

TfNSW TS 02799.21
Moisture content Drying oven AS 4133.1.1.1
Evaluation of geotechnical and civil construction material - Rock strength and deformation Rocks Compressive strength Uniaxial load rate controlled; Uniaxial strain rate controlled AS 4133.4.2.1, AS 4133.4.2.2
Evaluation of geotechnical and civil construction material - Soil classification Soils Moisture content Correlation; Drying oven; Hot plate

AS 1289.2.1.1, AS 1289.2.1.6, AS 1289.2.3.1

RMS (NSW) Method T120


TfNSW TS 02795.14
Sieve analysis Not applicable

AS 1289.3.6.1

RMS (NSW) Method T106;TfNSW T106;

TfNSW TS 02795.02
Linear shrinkage; Liquid limit; Plastic limit; Plasticity index Casagrande four point; Casagrande one point AS 1289.3.1.1; AS 1289.3.1.2; AS 1289.3.2.1; AS 1289.3.3.1; AS 1289.3.4.1, RMS (NSW) Method T108;TfNSW T108;TfNSW T105;, RMS (NSW) Method T109;TfNSW T109;TfNSW T105;, RMS (NSW) Method T113;TfNSW T113;, RC (Vic) Method 326.01

TfNSW TS 02795.01,TfNSW TS 02795.04,TfNSW TS 02795.05,TfNSW TS 02795.08
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
Evaluation of geotechnical and civil construction material - Soil dispersion Soils Dispersion Emerson class; Sand equivalent AS 1289.3.7.1, AS 1289.3.8.1
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio; Compressive strength Remoulded specimens; Uniaxial maximum dry AS 1289.6.1.1, RMS (NSW) Method T114, RMS (NSW) Method T117

TfNSW TS 02795.09,TfNSW TS 02795.11
Evaluation of geotechnical and civil construction material - Soil natural contaminants Soils Acidity pH AS 1289.4.3.1
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Repeated compaction pre-treatment

AS 1289.1.1, RC (Vic) Method 301.05, RMS (NSW) Method T102;TfNSW T102;TfNSW T105;, RMS (NSW) Method T103;TfNSW T103;TfNSW T105;, (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 Cementitious binder and granular additive content; Curing of moulded specimens; Stabiliser working time Not applicable RC (Vic) Method 330.02, RMS (NSW) Method T147

TfNSW TS 02797.04
Evaluation of geotechnical and civil construction material - Soil thermal properties Soils Thermal conductivity Laboratory measurement ASTM D5334
Sample collection Aggregates Not applicable Aggregate from a stockpile

AS 1141.3.1, RMS (NSW) Method T100

TfNSW TS 02794.01
Concrete, grout and mortar Not applicable Fresh concrete from a mixer AS 1012.1
Soils Not applicable Disturbed soil sampling from a stockpile

AS 1289.1.2.1, RMS (NSW) Method T100

TfNSW TS 02794.01
Mildura Remote Curing Site

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
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
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; 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; Manufacture and curing of drying shrinkage specimens in the laboratory AS 1012.8.1, AS 1012.8.2, AS 1012.8.3, AS 1012.8.4
Sample collection Concrete, grout and mortar Not applicable Fresh concrete from a mixer AS 1012.1
Shepparton Remote Curing Site

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
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
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; Curing flexural strength specimens in the laboratory; Curing grout and mortar cube specimens in the laboratory AS 1012.8.1; AS 1012.8.2; AS 1012.8.3; AS 1012.8.4
Sample collection Concrete, grout and mortar Not applicable Fresh concrete from a mixer AS 1012.1

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