Civil Geotechnical Services

Site

Civil Geotechnical Services

Accreditation No.

9909

Site No.

9902

Date of Accreditation

07 Nov 1994

Address

6 - 8 Rose Avenue
Croydon, VIC 3136
Australia

civilgeotech.com.au

Contact

Mr Peter Fry P: +61 (03) 97230744

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 - Soil classification Soils Particle density Not applicable

AS 1289.3.5.1

Plastic limit Not applicable

AS 1289.3.2.1

Plasticity index Casagrande

AS 1289.3.3.1

Moisture content Drying oven

AS 1289.2.1.1

Liquid limit Casagrande one point

AS 1289.3.1.1

AS 1289.3.1.2

Linear shrinkage Not applicable

AS 1289.3.4.1

Sieve analysis Not applicable

AS 1289.3.6.1

Description, identification and classification Not applicable

AS 1726 Tables 9 and 10 (Laboratory classification only)

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

AS 1289.5.4.2

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

Evaluation of geotechnical and civil construction material - Soil consolidation Soils Consolidation One-dimensional AS 1289.6.6.1
Evaluation of geotechnical and civil construction material - Soil dispersion Soils Dispersion Emerson class AS 1289.3.8.1
Dispersion Percentage (%) AS 1289.3.8.2
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

Density - In-situ Nuclear gauge

AS 1289.5.8.1

Moisture ratio Measured

AS 1289.5.4.1

Compaction control Hilf

AS 1289.5.7.1

Characteristic field density values Not applicable

RC (Vic) Method 316.00

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 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
Evaluation of geotechnical and civil construction material - Soil permeability Soils Permeability Flexible wall permeameter AS 1289.6.7.3
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

AS 1289.1.1

Soil pre-treatment Repeated compaction pre-treatment

RC (Vic) Method 301.05

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 stabilisation Soils Laboratory stabilisation of soil Cement

RC (Vic) Method 301.06

Laboratory stabilisation of soil Lime stabilisation

RC (Vic) Method 301.03

Evaluation of geotechnical and civil construction material - Soil triaxial strength Soils Triaxial strength Triaxial undrained without pore water pressure measurement AS 1289.6.4.1
Triaxial strength Triaxial undrained with pore water pressure measured AS 1289.6.4.2
Sample collection Soils Not applicable Undisturbed soil sampling by open-drive sampler

AS 1289.1.3.1

Not applicable Site selection - Random stratified sampling

RC (Vic) Method 316.10

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

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.