SMS Geotechnical (EP) Pty Ltd

Site

Port Lincoln Laboratory

Accreditation No.

20009

Site No.

23489

Date of Accreditation

11 Jul 2016

Address

Unit 2 / 42 Bel-Air Drive
Port Lincoln, SA 5606
Australia

smsgeotechnical.com.au

Contact

Mr Darren Shotton P: +61 (08) 86821227

Availability

Services available to external clients

SMS Geotechnical (EP) Pty Ltd address map

Scope of Accreditation

Print scopes
Port Lincoln Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Establishment of annex facilities Materials defined by all or some for which the site is accredited Determinations defined by all or some for which the site is accredited Techniques defined by all or some for which the site is accredited
Evaluation of geotechnical and civil construction material - Aggregate abrasion Aggregates Abrasion resistance Los Angeles machine value AS 1141.23
Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Coarse aggregate quality Visual comparison AS 1141.30.1
Organic impurities Colour test AS 1141.34
Clay and fine silt Settling AS 1141.33
Weak particles contaminants Sieve analysis AS 1141.32
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

Particle size distribution Sieve analysis

AS 1141.11.1

Shape Proportional calliper AS 1141.14
Bulk density Compacted; Uncompacted AS 1141.4
Shape Elongation DPTI (SA)-MAT-TP 240
Shape Average least dimension AS 1141.20.1, AS 1141.20.2, AS 1141.20.3
Shape Angularity AS 1141.16
Shape Flakiness AS 1141.15
Shape Flat particles DPTI (SA) MAT-TP244
Particle density of fine aggregate; Water absorption of fine aggregate Weighing-in-water AS 1141.5
Particle density of coarse aggregate; Water absorption of coarse aggregate Weighing-in-water AS 1141.6.1
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 properties Concrete, grout and mortar Compressive strength Cylinder AS 1012.9
Mass per unit volume - Hardened concrete Dimensions AS 1012.12.1
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 Linear shrinkage Not applicable

AS 1289.3.4.1

Plasticity index Casagrande

AS 1289.3.3.1

Plastic limit Not applicable

AS 1289.3.2.1

DTEI (SA) MAT-TP141

Liquid limit Casagrande one point

AS 1289.3.1.2, DPTI (SA) MAT-TP143

Liquid limit Casagrande four point

AS 1289.3.1.1

Moisture content Drying oven

AS 1289.2.1.1

Sieve analysis Not applicable

AS 1289.3.6.1

DTEI (SA) MAT-TP134

Particle density Not applicable AS 1289.3.5.1 (2006)
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1

Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1

Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

AS 1289.5.4.2

DTEI (SA) MAT-TP166

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 Moisture ratio Measured

AS 1289.5.4.1

Density - In situ Nuclear gauge

AS 1289.5.8.1

Compaction control Hilf

AS 1289.5.7.1

Dry density ratio Calculation

AS 1289.5.4.1

Density index Not applicable AS 1289.5.6.1
Evaluation of geotechnical and civil construction material - Soil in situ penetration Soils Penetration in situ Perth sand penetrometer AS 1289.6.3.3
Penetration depth Ball embedment Austroad methods AGPT-T251
Penetration in situ Dynamic cone AS 1289.6.3.2
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Estimated CBR from classification test DPTI (SA) Method TP133
Bearing ratio Remoulded specimens AS 1289.6.1.1
Evaluation of geotechnical and civil construction material - Soil natural contaminants Soils Acidity pH AS 1289.4.3.1
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

AS 1289.1.1

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Compressive strength Uniaxial unconfined AS 5101.4
Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile

AS 1141.3.1

DTEI (SA) MAT-TP226

Concrete, grout and mortar Not applicable Fresh concrete from a mixer AS 1012.1
Soils Not applicable Site selection - Random sampling; Site selection - Random stratified sampling

AS 1289.1.4.1

AS 1289.1.4.2

DTEI (SA) MAT-TP061

Not applicable Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling in situ

AS 1289.1.2.1

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.