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Address Details:
Shed 12, 66A Smith Street
ALICE SPRINGS, NT 870
AUSTRALIA Map
http://www.smsgeotechnical.com.au

Contact Details:
Mr Ronny Talavera
+61 0437132016

Availability:
Services available to external clients

Attached Departments:

* VALMEC Tanami Laboratory Annex Facility

SCOPE OF ACCREDITATION   View and Print Scope of Accreditation Printable version

Note: Not all of the columns of the scope of accreditation displayed include data.
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.



ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
SERVICEPRODUCTDETERMINANTTECHNIQUEPROCEDURELIMITATION / RANGE
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 properties
Aggregates;
Aggregate crushing value;
Not applicable;
AS 1141 21


Shape;
Flakiness;
AS 1141 15


Shape;
Proportional calliper;
AS 1141 14


Abrasion resistance;
Los Angeles machine value;
AS 1141 23


Shape;
Average least dimension;
AS 1141 20.1
AS 1141 20.2


Particle size distribution;
Sieve analysis;
AS 1141 11.1


Particle size distribution;
Sieve analysis of material finer than 75 µm;
AS 1141 12
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in-situ
Concrete, grout and mortar;
Slump flow;
Cone;
AS1012 3.1
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties
Concrete, grout and mortar;
Mass per unit volume - Hardened concrete;
Dimensions;
AS 1012 12.1


Compressive strength;
Cylinder;
AS 1012.9
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing
Concrete, grout and mortar;
Specimen manufacture and curing;
Curing cylinder specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens;
AS 1012 8.1
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics
Road pavements;
Penetration depth;
Ball embedment;
AG:PT/T251
DPI (NT) Methods NTTM 215.1


Layer thickness;
Not applicable;
DPI (NT) Methods NTTM 216.1
Evaluation of geotechnical and civil construction material - Soil classification
Soils;
Sieve analysis;
Not applicable;
AS 1289 3.6.1


Liquid limit;
Casagrande one point;
AS 1289 3.1.1


Plastic limit;
Not applicable;
AS 1289 3.2.1


Plasticity index;
Casagrande;
AS 1289 3.3.1


Liquid limit;
Cone four point;
AS 1289 3.1.2


Moisture content;
Drying oven;
AS 1289 2.1.1


Linear shrinkage;
Not applicable;
AS 1289 3.4.1
Evaluation of geotechnical and civil construction material - Soil compaction characteristics
Soils;
Dry density/moisture content relationship;
Standard compactive effort;
AS 1289 5.1.1


Assignment of OMC/MDD; Dry density/moisture content relationship;
Modified compactive effort;
AS 1289 5.2.1, AS 1289.5.4.2, 
DPI (NT) Method NTTM 201.2, DPI (NT) Method NTTM 201.3
Evaluation of geotechnical and civil construction material - Soil engineering properties
Soils;
Bearing ratio;
Remoulded specimens;
AS 1289 6.1.1
DPI (NT) Methods NTTM 202.2
DPI (NT) Methods NTTM 202.3


Penetration in-situ;
Dynamic cone;
AS 1289 6.3.2
Evaluation of geotechnical and civil construction material - Soil field density
Soils;
Density - In-situ;
Nuclear gauge;
AS 1289 5.8.1
DPI (NT) Methods NTTM 102.1


Dry density ratio;
Calculation;
AS 1289 5.4.1
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;
DPI (NT) Methods NTTM 203.1
Sample collection
Asphalts;
Not applicable;
Uncompacted asphalt;
AS 2891 1.1

Concrete, grout and mortar;
Not applicable;
Fresh concrete from a mixer; Fresh concrete from deposited concrete;
AS 1012 1

Aggregates;
Not applicable;
Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a windrow;
AS 1141 3.1

Soils;
Not applicable;
Site selection - Random stratified sampling;
AS 1289 1.4.2
DPI (NT) Method NTCP 103.1


Not applicable;
Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling in-situ;
AS 1289 1.2.1


Not applicable;
Site selection - Random sampling;
AS 1289 1.4.1
  • VALMEC Tanami Laboratory Annex Facility

  • ISO/IEC 17025 (2017)
    Infrastructure and Asset Integrity

    SERVICEPRODUCTDETERMINANTTECHNIQUEPROCEDURELIMITATION/RANGE
    Annex facility
    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;
    The VALMEC Tanami Laboratory Annex Facility, Site No 25250 is established from 20 May 2020 until 20 November 2020 for the TE2 Shaft Terrace Bulk Earthworks, Geotechnical Testing Services, for Valmec Australia Pty Ltd; Contract No. Valmec 123.