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

Unit 2/4 Abeles Street
Baringa, QLD 4551
Australia

protestengineering.com

Contact

Mr Joel Cockram P: +61 0439179291

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 Q103A; 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 Q104A; MR (Qld) Method Q104D; MR (Qld) Method Q105; MR (Qld) Q106; 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); Compaction to nominated levels; Dry density/moisture content relationship; Oversize material Modified compactive effort; Oversize material treatment; Standard compactive effort
AS 1289.5.1.1, AS 1289.5.2.1, AS 1289.5.4.2; MR (Qld) Method Q142A; MR (Qld) Method Q142B; MR (Qld) Method Q143; MR (Qld) Method Q144A; MR (Qld) Method Q145A 
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; Degree of saturation; Density - In-situ; Density index; Dry density ratio; Field moisture content; Moisture ratio Hilf; Measured; Nuclear gauge; Sand-cone

AS 1289.5.3.1; AS 1289.5.4.1; AS 1289.5.6.1; AS 1289.5.7.1;  AS 1289.5.8.1;  MR (Qld) Method Q020; MR (Qld) Method Q140A; MR (Qld) Method Q141A; MR (Qld) Method Q141B; MR (Qld) Method Q146; MR (Qld) Method NGTM N01; MR (Qld) Method NGTM N02; MR (Qld) Method NGTM N03
Evaluation of geotechnical and civil construction material - Soil in-situ penetration Soils Penetration depth; Penetration in-situ Dynamic cone AS 1289.6.3.2; MR (Qld) Method Q114B
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Remoulded specimens AS 1289.6.1.1; MR (Qld) Method Q113A; MR (Qld) Method Q113B; MR (Qld) Method Q113C
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

AS 1289.1.1; MR (Qld) Method Q101; MR (Qld) Method Q101A; MR (Qld) Method Q101B; MR (Qld) Method Q101C; MR (Qld) Method Q101D; MR (Qld) Method Q101E
Evaluation of geotechnical and civil construction material - Soil reactivity Soils Reactivity Shrink/swell AS 1289.7.1.1
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;  MR (Qld) Method Q050

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.