REAIS Technical Services Pty Ltd

Site

Technical Services Laboratory

Accreditation No.

20088

Site No.

22811

Date of Accreditation

01 Jun 2017

Address

Shed 6, 557 Gympie Rd
Lawnton, QLD 4501
Australia

Contact

Mr John Roberts P: +61 0419308292

Availability

Services available to external clients

Scope of Accreditation

Technical Services Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate stabilisation Aggregates Swell and capillary rise of compacted material Not applicable MR (Qld) Method Q125D
Evaluation of geotechnical and civil construction material - Pavement shape Road pavements Surface deviation Straight edge MR (Qld) Method Q712
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics Road pavements Texture depth Sand patch

Austroads Method AGPT/T250

Evaluation of geotechnical and civil construction material - Soil classification Soils Weighted plasticity index Not applicable MR (Qld) Method Q252
Sieve analysis Fines ratio

AS 1289.3.6.1, MR (Qld) Method Q103A, MR (Qld) Method Q253

Plastic limit Not applicable

AS 1289.3.2.1, MR (Qld) Method Q105

Plasticity index Cone

MR (Qld) Method Q105

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, MR (Qld) Method Q104A, MR (Qld) Method Q104D

Moisture content Drying oven

AS 1289.2.1.1

Linear shrinkage Not applicable

AS 1289.3.4.1, MR (Qld) Method Q106

Plasticity index Casagrande; Cone

AS 1289.3.3.1, AS 1289.3.3.2

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Compaction to nominated levels Not applicable

MR (Qld) Method Q145A

Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1, MR (Qld) Method Q142A

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 in-situ penetration Soils Penetration in-situ Dynamic cone AS 1289.6.3.2, MR (Qld) Method Q114B
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Remoulded specimens AS 1289.6.1.1, MR (Qld) Method Q113A, MR (Qld) Method Q113C
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

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

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Compressive strength; Sample preparation UCS specimens - Laboratory mix; Uniaxial unconfined

MR (Qld) Method Q115, MR (Qld) Method Q251A

Laboratory stabilisation of soil Cement; Lime stabilisation

MR (Qld) Method Q135A

Stabiliser working time Not applicable

MR (Qld) Method Q136A

Curing of moulded specimens Not applicable

MR (Qld) Method Q135B

Lime demand Not applicable MR (Qld) Method Q133
Sample collection Asphalts Not applicable Extraction of an asphalt core - Wet technique

AS 2891.1.2 clause 7.2

Not applicable Extraction of an asphalt core - Dry technique

AS 2891.1.2  clause 7.3

Soils Not applicable Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling in-situ

AS 1289.1.2.1 (clauses 6.4, 6.5)

Not applicable Undisturbed soil sampling by rotary core sampler

MR (Qld) Method Q070

Not applicable Site selection - Random sampling

MR (Qld) Method Q050

Not applicable Site selection - Random stratified sampling

AS 1289.1.4.2, 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.