Trilab Pty Ltd

Site

Perth Laboratory

Accreditation No.

9926

Site No.

20498

Date of Accreditation

01 Jun 2017

Address

2 Kimmer Place
Queens Park, WA 6107
Australia

trilab.com.au

Contact

Mr Ryan Groves P: +61 (08) 92588323

Availability

Services available to external clients

Scope of Accreditation

Perth Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Rock properties Rocks Density Buoyancy; Callipers

AS 4133.2.1.1

Point load strength index Not applicable

AS 4133.4.1

Slake durability index Not applicable

AS 4133.3.4; ASTM D4644

Moisture content Drying oven

AS 4133.1.1.1; ASTM D2216

Porosity Not applicable

AS 4133.2.1.1

Evaluation of geotechnical and civil construction material - Rock strength and deformation Rocks Compressive strength Uniaxial load rate controlled AS 4133.4.2.1; ASTM Method D7012
Indirect tensile strength Brazil ASTM D3967
Direct shear strength Not applicable ASTM D5607
Deformation Strain rate controlled AS 4133.4.3.1, AS 4133.4.3.2
Compressive strength Uniaxial strain rate controlled AS 4133.4.2.2; ASTM Method D7012
Modulus Ultrasonic velocity ASTM D2845
Evaluation of geotechnical and civil construction material - Soil classification Soils Linear shrinkage Not applicable

AS 1289.3.4.1; MRWA Method WA123.1

Plasticity index Casagrande

AS 1289.3.3.1

Particle density Not applicable

AS 1289.3.5.1

Moisture content Drying oven

AS 1289.2.1.1;  MRWA Method WA110.1

Description, identification and classification Not applicable

AS 1726 Tables 9 and 10 (Laboratory tests only)

Sieve analysis Not applicable

AS 1289.3.6.1;  MRWA Method WA115.1

Plasticity index Cone

MRWA Method WA122.1

Plastic limit Not applicable

AS 1289.3.2.1; MRWA Method WA121.1

Liquid limit Casagrande four point; Casagrande one point; Cone four point; Cone one point

AS 1289.3.1.1; AS 1289.3.1.2; AS 1289.3.9.1; AS 1289.3.9.2;MRWA Method WA120.1; MRWA Method WA120.2

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

AS 1289.5.2.1; MRWA Method WA133.1; MRWA Method WA133.2

Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1; MRWA Method WA132.1; MRWA Method WA132.2;

Evaluation of geotechnical and civil construction material - Soil consolidation Soils Consolidation One-dimensional AS 1289.6.6.1; ASTM Method D2435; ASTM D5333 (2003)
Evaluation of geotechnical and civil construction material - Soil dispersion Soils Dispersion Percentage (%) AS 1289.3.8.2
Dispersion Emerson class AS 1289.3.8.1
Dispersion Pinhole AS 1289.3.8.3
Evaluation of geotechnical and civil construction material - Soil fine particles Soils Fine particle analysis Hydrometer AS 1289.3.6.3
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Remoulded specimens AS 1289.6.1.1; MRWA Method WA141.1
Evaluation of geotechnical and civil construction material - Soil permeability Soils Permeability Constant head for a remoulded specimen; Falling head for a remoulded specimen AS 1289.6.7.1; AS 1289.6.7.2
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

AS 1289.1.1; MRWA Method 105.1

Evaluation of geotechnical and civil construction material - Soil reactivity Soils Reactivity Shrink/swell AS 1289.7.1.1
Evaluation of geotechnical and civil construction material - Soil shear strength Soils Shear strength Direct shear force AS 1289.6.2.2; ASTM Method D3080

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.