SMEC Australia Pty Ltd

Site

Sunshine Coast Laboratory

Accreditation No.

20732

Site No.

24468

Date of Accreditation

03 Feb 2020

Address

Level 1, Building C , 6 Innovation Pkwy
Birtinya, QLD 4575
Australia

smec.com

Contact

Mr Adrian Collier P: +61 0429062081

Availability

Services available to external clients

Scope of Accreditation

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Soil classification Soils Moisture content Drying oven

AS 1289.2.1.1

Plastic limit Not applicable

AS 1289.3.2.1

MR (Qld) Method Q105

Plasticity index Casagrande; Cone

AS 1289.3.3.1, AS 1289.3.3.2

MR (Qld) Method Q105

Sieve analysis Not applicable

AS 1289.3.6.1, 

MR (Qld) Method Q103A

Linear shrinkage Not applicable

AS 1289.3.4.1

MR (Qld) Method Q106

Liquid limit Casagrande four point; Casagrande one point; Cone four point; Cone one point

AS 1289.3.1.1, AS 1289.3.1.2, AS 1289.3.9.1, AS 1289.3.9.2

MR (Qld) Method Q104A, MR (Qld) Method Q104D

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Oversize material Oversize material treatment MR (Qld) Method Q143
Compaction to nominated levels Not applicable MR (Qld) Method Q145A
Dry density/moisture content relationship Modified compactive effort; Standard compactive effort

AS 1289.5.1.1, AS 1289.5.2.1

MR (Qld) Method Q142A, MR (Qld) Method Q142B

Evaluation of geotechnical and civil construction material - Soil dispersion Soils Dispersion Emerson class
Evaluation of geotechnical and civil construction material - Soil field density Soils Dry density ratio Calculation

AS 1289.5.4.1

Compaction control Hilf

AS 1289.5.7.1

Relative compaction Not applicable MR (Qld) Method Q140A
Density - In-situ Sand-cone

AS 1289.5.3.1

MR (Qld) Method Q141B

Moisture ratio Measured

AS 1289.5.4.1

Density index Not applicable AS 1289.5.6.1
Density - In-situ Nuclear gauge

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
MR (Qld) Method Q114B
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Remoulded specimens
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

Evaluation of geotechnical and civil construction material - Soil reactivity Soils Reactivity Shrink/swell
Sample collection Soils Not applicable Disturbed soil sampling from a pavement; Disturbed soil sampling in-situ; Site selection by spot sampling

AS 1289.1.2.1

AS 1141.3.1

MR (Qld) Method Q061

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.