National Association of Testing Authorities, Australia
Scope of Accreditation
JZ CMT
Site
JZ CMT
Accreditation No.
21325
Site No.
25681
Date of Accreditation
06 Jun 2024
Contact
Mr James Holdsworth P: +61 0439884932
Availability
Services available to external clients
Scope of Accreditation
JZ CMT
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Linear shrinkage; Liquid limit; Moisture content; Plastic limit; Plasticity index; Sieve analysis | Casagrande; Gravimetric | AS 1289.2.1.1, 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, AS 1289.3.6.1 | |
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 | Modified compactive effort; Standard compactive effort | AS 1289.5.1.1, AS 1289.5.2.1, AS 1289.5.4.2 | |
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; Compaction control; Density - In-situ; Density ratio - density decay correction factor; Dry density ratio; Field moisture content; Moisture - In-situ; Moisture ratio; Moisture ratio assessment of dry back | Hilf; Nuclear gauge | AS 1289.5.4.1, AS 1289.5.7.1, AS 1289.5.8.1, RC (Vic) Method 316.00, RC (Vic) Method 3161.14 | |
Evaluation of geotechnical and civil construction material - Soil in-situ penetration | Soils | Penetration depth; Penetration in-situ | Ball embedment; Dynamic cone | AS 1289.6.3.2, Austroads Method AGPT/T251 | |
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, RC (Vic) Method 324.01 | |
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Sample preparation | Cement stabilisation; Lime stabilisation; Modified compaction - UCS (unconfined compression strength) specimens; Standard compaction - UCS (unconfined compression strength) specimens | AS 5101.2.2 | |
Compressive strength | Uniaxial unconfined | AS 5101.4 | |||
Sample collection | Soils | Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling in-situ | AS 1289.1.2.1 | |
Not applicable | Site selection - Random stratified sampling | RC (Vic) Method 316.10 |
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Accreditation No.
21325
Site No.
25681
Print date
03 Oct 2024
END OF SCOPE