JZ CMT

Site

JZ CMT

Accreditation No.

21325

Site No.

25681

Date of Accreditation

06 Jun 2024

Address

311 Ironstone Gully Road
Lachlan, TAS 7140
Australia

Jzcmt.com.au

Contact

Mr James Holdsworth P: +61 0439884932

Availability

Services available to external clients

Scope of Accreditation

Print scopes
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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