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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:

* EXACT Carrapateena Annex Facility 2

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.


  • ISO/IEC 17025 (2005)
    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


    Dry density/moisture content relationship;
    Modified compactive effort;
    AS 1289 5.2.1
    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
  • EXACT Carrapateena Annex Facility 2

  • ISO/IEC 17025 (2005)
    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 EXACT Carapateena Annex Facility 2, Site No. 24794 is established from 7 January 2019 until 1 June 2019 for the Carapateena Tailings Storage Facility Project; Contract No: EXSA 0069.