Protest Geotechnical Pty Ltd t/a Protest Engineering

Site

Sunshine Coast Laboratory

Accreditation No.

20499

Site No.

24490

Date of Accreditation

01 Apr 2019

Address

2/9-13 Matheson Street
Baringa, QLD 4551
Australia

protestengineering.com

Contact

Mr Sean Kelly P: +61 (07) 55680180

Availability

Services available to external clients

Scope of Accreditation

Print scopes
Sunshine Coast 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 Moisture content Drying oven AS 1289.2.1.1
Sieve analysis Fines ratio AS 1289.3.6.1, MR (Qld) Method Q253 
Cone plasticity index; Linear shrinkage; Liquid limit; Plastic limit; Plasticity index; Weighted plasticity index Casagrande four point; Casagrande one point; Cone four point; Cone 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 1289.3.4.1; AS 1289.3.9.1; AS 1289.3.9.2;
MR (Qld) Method Q252 
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 index; Dry density ratio; Field moisture content; Moisture ratio Hilf; Measured; Nuclear gauge

AS 1289.5.3.1, AS 1289.5.4.1, AS 1289.5.7.1, AS 1289.5.8.1, MR (Qld) Method Q020
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, MR (Qld) Method Q060
Not applicable Site selection - Random sampling; Site selection - Random stratified sampling

AS 1289.1.4.1, AS 1289.1.4.2

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