Lintin Geotechnical

Site

Katherine Laboratory

Accreditation No.

11869

Site No.

24125

Date of Accreditation

13 Mar 2018

Address

1/20 Crawford St
Katherine East, NT 850
Australia

lintingeo.com.au

Contact

Mr Peter Wardrope P: +61 (08) 89058415

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 - Aggregate properties Aggregates Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

Shape Average least dimension

AS 1141.20.1, AS 1141.20.3

Shape Flakiness

AS 1141.15

Particle size distribution Sieve analysis

AS 1141.11.1

Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1

Shape Proportional calliper

AS 1141.14

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 Layer thickness Not applicable

DIPE (NT) NTTM 216.1

Penetration depth Ball embedment

DIPE (NT) NTTM 215.1

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

Sieve analysis Not applicable

AS 1289.3.6.1

Moisture content Drying oven

AS 1289.2.1.1

Plastic limit Not applicable

AS 1289.3.2.1

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 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

Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1, DIPE (NT) NTTM 201.2, DIPE (NT) NTTM 201.3

Evaluation of geotechnical and civil construction material - Soil field density Soils Density - In-situ Nuclear gauge

AS 1289.5.8.1

Dry density ratio Calculation

AS 1289.5.4.1, DPI (NT) Method NTTP 102.1 

Compaction control Hilf

AS 1289.5.7.1

Field moisture content 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
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

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

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