Intrax Consulting Engineers Pty Ltd

Site

Morisset Laboratory

Accreditation No.

19862

Site No.

24823

Date of Accreditation

12 Mar 2021

Address

Unit 2, 50 Alliance Avenue
Morisset, NSW 2264
Australia

intrax.com.au

Contact

Mr Steve Waugh P: +61 0499779118

Availability

Services available to external clients

Scope of Accreditation

Print scopes

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Fine particles in road materials RMS (NSW) Method T107;TfNSW T107;
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 - Soil classification Soils Moisture content Drying oven

AS 1289.2.1.1, RMS (NSW) Method T120
Liquid limit; Plastic limit; Plasticity index Casagrande; Casagrande one point

AS 1289.3.1.1, AS 1289.3.1.2, AS 1289.3.2.1, AS 1289.3.3.1, RMS(NSW) Method T108;TfNSW T108;TfNSW T105;,RMS(NSW) Method T109;TfNSW T109;TfNSW T105; 
Description, identification and classification Not applicable

AS 1726 Tables 9 and 10 (laboratory tests only)
Linear shrinkage Not applicable

AS 1289.3.4.1, RMS(NSW) Method T113;TfNSW T113;
Sieve analysis Not applicable

AS 1289.3.6.1, RMS(NSW) Method T106;TfNSW T106;
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 T130
Dry density/moisture content relationship Three compaction point RMS (NSW) Method T162
Maximum dry density Not applicable RMS (NSW) Method T164
Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable AS 1289.5.4.2
Minimum and maximum dry density Not applicable AS 1289.5.5.1
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 Compaction control Hilf AS 1289.5.7.1
Dry density ratio Calculation AS 1289.5.4.1
Relative compaction Not applicable RMS (NSW) Method T166
Density index Not applicable AS 1289.5.6.1
Density - In-situ Nuclear gauge; Sand pouring apparatus; Sand-cone AS 1289.5.3.1, AS 1289.5.8.1, RMS (NSW) Method T119, RMS (NSW) Method T173
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 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
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

AS 1289.1.1, RMS (NSW) Method T102;TfNSW T102;TfNSW T105;, RMS (NSW) Method T105
Soil pre-treatment Accelerated weathering pre-treatment RMS (NSW) Method T103;TfNSW T103;TfNSW T105;
Evaluation of geotechnical and civil construction material - Soil reactivity Soils Reactivity Shrink/swell AS 1289.7.1.1
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Compressive strength Uniaxial unconfined RMS (NSW) Method T116, RMS (NSW) Method T131
Sample collection Soils Not applicable Site selection - Random sampling; Site selection - Random stratified sampling AS 1289.1.4.1, AS 1289.1.4.2
Not applicable Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling in-situ

AS 1289.1.2.1
Not applicable Undisturbed soil sampling by open-drive sampler

AS 1289.1.3.1

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.