Protest Geotechnical Pty Ltd

Site

Melbourne Laboratory

Accreditation No.

20511

Site No.

24492

Date of Accreditation

17 Apr 2019

Address

Unit 4, 57 Willandra Dr
Epping, VIC 3076
Australia

protestengineering.com

Contact

Mr Cameron Axon P: +61 0419094927

Availability

Services available to external clients

Scope of Accreditation

Print scopes
Melbourne Laboratory

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 In-situ manufacture and curing of cylindrical specimens AS 1012.8.1
Evaluation of geotechnical and civil construction material - Soil classification Soils Sieve analysis Not applicable AS 1289.3.6.1
Moisture content Correlation; Drying oven; Microwave oven AS 1289.2.1.1; AS 1289.2.1.4;  AS 1289.2.3.1
Cone plasticity index; 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
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Assignment of optimum moisture content/maximum dry density (OMC/MDD); Compaction to nominated levels; Dry density/moisture content relationship; Minimum and maximum dry density Modified compactive effort; Rapid; 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 field density Soils Compaction control; Dry density ratio; Field moisture content; Moisture ratio Calculation; Hilf; Measured; Nuclear gauge

AS 1289.5.4.1; AS 1289.5.7.1; AS 1289.5.8.1
Evaluation of geotechnical and civil construction material - Soil in-situ penetration Soils Penetration in-situ Dynamic cone AS 1289.6.3.2
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Remoulded specimens AS 1289.6.1.1
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

AS 1289.1.1
Sample collection Concrete, grout and mortar Not applicable Fresh concrete from a mixer; Fresh concrete from deposited concrete

AS 1012.1
Soils Not applicable Disturbed sampling from earthwork; Disturbed soil sampling from a face; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile

AS 1289.1.2.1
Not applicable Site selection - Random sampling; Site selection - Random stratified sampling

AS 1289.1.4.1; AS 1289.1.4.2

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.