Civiltest Pty Ltd

Site

Mildura Laboratory

Accreditation No.

10784

Site No.

10777

Date of Accreditation

02 Feb 1996

Address

Unit 2/48 Tenth Street
Mildura, VIC 3500
Australia

civiltest.com.au

Contact

Mr James Taylor P: +61 (03) 50232870

Availability

Services available to external clients

Scope of Accreditation

Mildura 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, TfNSW TS 02799.43

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;

TfSW TS 02799.02,TfNSW TS 02799.04

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 properties Concrete, grout and mortar Compressive strength Core; Cube; Cylinder

AS 1012.9, AS 1012.14

Air content of freshly mixed concrete Reduced air pressure

AS 1012.4.2

Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1

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; Curing grout and mortar cube specimens in the laboratory; 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; Wet conditioning of hardened concrete core specimens

AS 1012.8.1, AS 1012.8.3; AS 1012.8.4, AS 1012.14

Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics Road pavements Penetration depth Ball embedment

Austroads Method AGPT/T251

TfNSW TS 02799.46

Texture depth Sand patch Austroads Method AGPT/T250, TfNSW TS 02799.37, RC (Vic) Method 317.01
Evaluation of geotechnical and civil construction material - Soil classification Soils Fine particles in road materials; Sieve analysis Not applicable

AS 1289.3.6.1, TfNSW TS 02795.01,TfNSW TS 02795.02

Moisture content Drying oven

AS 1289.2.1.1, AS 1289.2.1.4, AS 1289.2.1.6, AS 1289.2.3.1; TfNSW TS 02795.14, TfNSW TS 02795.15 TfNSW TS 02795.39 TS 02795.56

Cone plasticity index; Liquid limit; Plastic limit; Plasticity index; Weighted 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 1289.3.3.2, AS 1289.3.9.1, AS 1289.3.9.2, RC (Vic) Method 326.01, TfNSW TS 02759.04;;,TfNSW  TS 02795.05

Linear shrinkage Not applicable

AS 1289.3.4.1, TfNSW 02795.08

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Assignment of optimum moisture content/maximum dry density (OMC/MDD); Dry density/moisture content relationship; Minimum and maximum dry density Modified compactive effort; Standard compactive effort

AS 1289.5.1.1, AS 1289.5.2.1, AS 1289.5.4.2, AS 1289.5.5.1, 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 AS 1289.3.8.1
Evaluation of geotechnical and civil construction material - Soil field density Soils Characteristic field density values; Density - In-situ; Density index; Density ratio - density decay correction factor; Dry density ratio; Field compaction for conformance; Field moisture content; Moisture ratio; Moisture ratio assessment of dry back; Relative compaction Calculation; Nuclear gauge; Statistical selection of reference values

AS 1289.5.4.1, AS 1289.5.6.1, AS 1289.5.7.1, AS 1289.5.8.1, RC (Vic) Method 316.00, RC (Vic) Method 316.14, RC (Vic) Method 330.04, TfNSW TS 02795.24, TfNSW ;TS 02795.28, TfNSW TS 02795.36

Dry density ratio; Moisture ratio Statistical selection of reference values AS 1289.5.4.3 
Evaluation of geotechnical and civil construction material - Soil in-situ penetration Soils Penetration in-situ Dynamic cone; Perth sand penetrometer AS 1289.6.3.2, TfNSW 02795.23
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Assignment of CBR and percent swell; Remoulded specimens

AS 1289.6.1.1, TfNSW TS 02795.11,  RC (Vic) Method 324.01

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 TS 02794.02, TfNSW TS 02795.01, RC (Vic) Method 301.05

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Laboratory stabilisation of soil Cement; Lime stabilisation

RC (Vic) Method 301.03, RC (Vic) Method 301.06

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

AS 1141.3.1

Asphalts Not applicable Extraction of an asphalt core - Wet technique

AS 2891.1.2

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

AS 1012.1

Soils Not applicable Site selection - Random stratified sampling

AS 1289.1.4.2;  RC (Vic) Method 316.10

Not applicable Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Undisturbed soil sampling by open-drive sampler

AS 1289.1.2.1; AS 1289.1.3.1; 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.