Ryan & Associates Geo Technical Pty Ltd

Site

North Lakes Laboratory

Accreditation No.

11059

Site No.

11052

Date of Accreditation

02 Aug 1995

Address

Unit 2/24 Burke Crescent
North Lakes, QLD 4509
Australia

ryangeotech.com.au

Contact

Mr Stephen Hunter P: +61 (07) 34916499

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 Water absorption of coarse aggregate Not applicable

AS 1141.6.1

Shape Crushed faces

MR (Qld) Method 215

Shape Flakiness

AS 1141.15; MR (Qld) Method Q201

Particle size distribution Sieve analysis

AS 1141.11.1

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

Evaluation of geotechnical and civil construction material - Aggregate stabilisation Aggregates Unconfined compressive strength Not applicable MR(Qld) Method Q115
Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Wet/dry strength variation Not applicable AS 1141.22
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; In-situ manufacture and curing of cylindrical specimens

AS 1012.8.1

Evaluation of geotechnical and civil construction material - Soil classification Soils Liquid limit Cone four point

AS 1289.3.9.1; MR (Qld) Method Q104A

Liquid limit Casagrande one point

AS 1289.3.1.2

Plastic limit Not applicable

AS 1289.3.2.1; MR (Qld) Method Q105

Plasticity index Casagrande

AS 1289.3.3.1

Sieve analysis Not applicable

AS 1289.3.6.1; MR (Qld) Method Q103A

Plasticity index Cone

AS 1289.3.3.2; MR (Qld) Method Q105

Liquid limit Cone one point

AS 1289.3.9.2; MR (Qld) Method Q104D

Liquid limit Casagrande four point

AS 1289.3.1.1

Linear shrinkage Not applicable

AS 1289.3.4.1; MR (Qld) Method Q106

Moisture content Drying oven

AS 1289.2.1.1 

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

Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1; MR (Qld) Method Q142A

Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

AS 1289.5.4.2; MR (Qld) Method Q144A

Compaction to nominated levels Not applicable

MR (Qld) Method Q145A

Oversize material Oversize material treatment

MR (Qld) Method Q143

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 Relative compaction Not applicable

MR (Qld) Method Q140A

Degree of saturation Not applicable

MR (Qld) Method Q146

Density - In-situ Nuclear gauge

AS 1289.5.8.1; MR (Qld) Method Q141A; MR (Qld) NGTM Methods N01, N03

Field moisture content Nuclear gauge

AS 1289.5.8.1; MR (Qld) Method Q141A; MR (Qld) NGTM Method N02

Dry density ratio Calculation

AS 1289.5.4.1

Density - In-situ Sand-cone

AS 1289.5.3.1; MR (Qld) Method Q141B

Evaluation of geotechnical and civil construction material - Soil in-situ penetration Soils Penetration in-situ Dynamic cone AS 1289.6.3.2
Penetration in-situ Perth sand penetrometer AS 1289.6.3.3
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, Q113B, Q113C
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

AS 1289.1.1; MR (Qld) Methods Q101, Q101A, Q101B, Q101C, Q101D

Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck

AS 1141.3.1; MR (Qld) Method Q060

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

MR (Qld) Method Q050

Not applicable Site selection - Random stratified sampling

MR (Qld) Method Q050

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.