Trilab Pty Ltd

Site

Trilab Pty Ltd

Accreditation No.

9926

Site No.

9919

Date of Accreditation

27 Jan 1995

Address

346A Bilsen Road
Geebung, QLD 4034
Australia

trilab.com.au

Contact

Mr Joshua Rodriguez Rasmussen P: +61 (07) 32655656

Availability

Services available to external clients

Scope of Accreditation

Trilab Pty Ltd

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Rock Hardness Rocks Abrasion resistance Abrasiveness using CERCHAR method ASTM D7625 
Evaluation of geotechnical and civil construction material - Rock properties Rocks Swelling pressure index Not applicable

AS 4133.3.3

Point load strength index Not applicable

AS 4133.4.1

Porosity Not applicable

AS 4133.2.1.1

Density Callipers

AS 4133.2.1.1 

Slake durability index Not applicable

AS 4133.3.4
ASTM D4644

Moisture content Drying oven

AS 4133.1.1.1
ASTM D2216

Evaluation of geotechnical and civil construction material - Rock strength and deformation Rocks Indirect tensile strength Brazil ASTM D3967
Compressive strength Uniaxial strain rate controlled AS 4133.4.2.2
Compressive strength Uniaxial load rate controlled AS 4133.4.2.1
ASTM D7012
Deformation Load rate controlled AS 4133.4.3.1
Direct shear strength Not applicable ASTM D5607
Modulus Ultrasonic velocity

ASTM D2845


Deformation Strain rate controlled AS 4133.4.3.2
Modulus of rupture for dimension stone Not applicable ASTM D7012
Evaluation of geotechnical and civil construction material - Soil classification Soils Plasticity index Casagrande

AS 1289.3.3.1

ASTM D4318

Plastic limit Not applicable

AS 1289.3.2.1

MR (Qld) Method Q105

ASTM D4318

Porosity Not applicable

ASTM F1815

Volumetric shrinkage Waxing

ASTM D4943 

Particle density Not applicable

AS 1289.3.5.1

Sieve analysis Not applicable

AS 1289.3.6.1, MR (Qld) Method Q103A, ASTM D422 (2007), ASTM D6913

Description, identification and classification Not applicable

AS 1726 Tables 9 and 10 (Laboratory tests only)


Liquid limit Casagrande one point

AS 1289.3.1.2

Plasticity index Cone

MR (Qld) Method Q105

Liquid limit Cone four point

AS 1289.3.9.1

MR (Qld) Method Q104A

Moisture content Drying oven

AS 1289.2.1.1

Bulk density Not applicable

ASTM F1815

Liquid limit Casagrande four point

AS 1289.3.1.1

ASTM D4318

Liquid limit Cone one point

MR (Qld) Method Q104D

Linear shrinkage Not applicable

AS 1289.3.4.1

MR (Qld) Method Q106

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

AS 1289.5.2.1

MR (Qld) Method Q142B

ASTM D1557

Minimum and maximum dry density Not applicable

AS 1289.5.5.1

Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1

MR (Qld) Method Q142A

ASTM D698

Evaluation of geotechnical and civil construction material - Soil consolidation Soils Consolidation; Swell/collapse One-dimensional AS 1289.6.6.1; ASTM D2435, ASTM D4186; ASTM D5333 (2003)
Evaluation of geotechnical and civil construction material - Soil dispersion Soils Dispersion Emerson class AS 1289.3.8.1
ASTM D6572
Dispersion Pinhole AS 1289.3.8.3
ASTM D4647
Dispersion Percentage (%) AS 1289.3.8.2
ASTM D4221
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
MR (Qld) Methods Q113A, Q113C
ASTM D1883
Evaluation of geotechnical and civil construction material - Soil natural contaminants Soils Acidity pH

AS 1289 4.3.1

Evaluation of geotechnical and civil construction material - Soil permeability Soils Permeability Falling head for a remoulded specimen AS 1289.6.7.2, ASTM F1815
Permeability Constant head for a remoulded specimen AS 1289.6.7.1, ASTM D2434 
Permeability Flexible wall permeameter AS 1289.6.7.3
ASTM D5084
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

AS 1289.1.1
MR (Qld) Method Q101

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 Effective angle of internal friction MR (Qld) Method Q181C
ASTM D3080
Shear strength Direct shear force AS 1289.6.2.2
ASTM D6467
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Lime demand Not applicable

MR (Qld) Method Q133

Lime content Not applicable

RMS (NSW) Method T144

TfNSW TS 02797.02

Evaluation of geotechnical and civil construction material - Soil triaxial strength Soils Triaxial strength Triaxial undrained with pore water pressure measured AS 1289.6.4.2
Triaxial strength Triaxial undrained without pore water pressure measurement AS 1289.6.4.1; ASTM D2850; ASTM D4767
Triaxial strength Triaxial consolidate drained ASTM D7181
Triaxial strength Triaxial unconfined ASTM D2166
Triaxial strength Modified triaxial confined; Modified triaxial unconfined RMS (NSW) Method T171

TfNSW TS 02795.33

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