Lintin Geotechnical

Site

Berrimah Laboratory

Accreditation No.

11869

Site No.

11862

Date of Accreditation

16 May 1996

Address

Unit 1, 10 Butler Place
Holtze, NT 829
Australia

Contact

Mr A Lindsey P: +61 (08) 89324022

Availability

Services available to external clients

Scope of Accreditation

Print scopes

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 Organic impurities Colour test

AS 1141.34
Weak particles contaminants Sieve analysis

AS 1141.32
Clay and fine silt Settling

AS 1141.33
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle density of fine aggregate Weighing-in-water

AS 1141.5
Bulk density Compacted

AS 1141.4
Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12
Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1
Particle size distribution Sieve analysis

AS 1141.11.1
Bulk density Uncompacted

AS 1141.4
Shape Proportional calliper

AS 1141.14
Shape Flakiness

AS 1141.15
Shape Crushed faces

AS 1141.18
Shape Average least dimension

AS 1141.20.1, AS 1141.20.3
Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Exposure to sodium sulfate solution AS 1141.24
Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Wet/dry strength variation Not applicable AS 1141.22
Aggregate crushing value Not applicable

AS 1141.21
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 Curing cylinder specimens in the laboratory

AS 1012.8.1
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics Road pavements Penetration depth Ball embedment

DIPE (NT) NTTM 215.1
Layer thickness Not applicable

DIPE (NT) NTTM 216.1
Evaluation of geotechnical and civil construction material - Soil classification Soils Plastic limit Not applicable

AS 1289.3.2.1
Moisture content Drying oven

AS 1289.2.1.1
Plasticity index Casagrande

AS 1289.3.3.1
Linear shrinkage Not applicable

AS 1289.3.4.1
Sieve analysis Not applicable

AS 1289.3.6.1
Liquid limit Casagrande four point; Casagrande one point

AS 1289.3.1.1, AS 1289.3.1.2
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1, DIPE (NT) NTTM 201.2, DIPE (NT) NTTM 201.3
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
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 Field moisture content Nuclear gauge

AS 1289.5.8.1
Dry density ratio Calculation

AS 1289.5.4.1, DPI (NT) Method NTTP 102.1 
Density - In-situ Nuclear gauge

AS 1289.5.8.1
Compaction control Hilf

AS 1289.5.7.1
Evaluation of geotechnical and civil construction material - Soil in-situ penetration Soils Penetration in-situ Dynamic cone AS 1289.6.3.2
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Remoulded specimens

AS 1289.6.1.1, DIPE (NT) NTTM 202.2, DIPE (NT) NTTM 202.3
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 Stabiliser rate of spread rate In-situ measurement

DIPE (NT) NTTM 204.7
Stabiliser distribution In-situ measurement

DIPE (NT) NTTM 204.8
Cement content Heat of neutralisation

DIPE (NT) NTTM 204.1
Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile

AS 1141.3.1
Concrete, grout and mortar Not applicable Fresh concrete from a mixer; Fresh concrete from deposited concrete

AS 1012.1
Soils Not applicable Site selection - Random sampling

AS 1289.1.4.1
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
Not applicable Site selection - Random stratified sampling

AS 1289.1.4.2, DPI (NT) Method NTCP 103.1

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.