Atlas Geotechnical Services Pty Ltd

Site

Atlas Geotechnical Lab

Accreditation No.

20498

Site No.

24557

Date of Accreditation

07 May 2020

Address

49/93-97 Newton Road
Wetherill Park, NSW 2164
Australia

atlasgeoservice.com.au

Contact

Mr Mahmudul Hossain P: +61 0426267115

Availability

Services available to external clients

Atlas Geotechnical Services Pty Ltd address map

Scope of Accreditation

Print scopes
Atlas Geotechnical Lab

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Foreign material in recycled aggregate Manual classification RMS (NSW) Method T276

TfNSW TS 02799.51

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Sieve analysis of material finer than 75 µm AS 1141.12,
RMS (NSW) Method T203

TfNSW TS 02799.04

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar Compressive strength Cylinder AS 1012.9,
RMS (NSW) Method T306,

TfNSW TS 02800.07

Mass per unit volume - Hardened concrete Dimensions AS 1012.12.1,
RMS (NSW) Method T316

TfNSW TS 02800.16

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 AS 1012.8.1
Evaluation of geotechnical and civil construction material - Rock properties Rocks Point load strength index Laboratory measurement AS 4133.4.1,
RMS (NSW) Method T223

TfNSW TS 02799.21

Evaluation of geotechnical and civil construction material - Soil classification Soils Moisture content Drying oven AS 1289.2.1.1,
RMS (NSW) Method T120

TfNSW TS 02795.14

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Three compaction point RMS (NSW) Method T162

TfNSW TS 02795.24

Dry density/moisture content relationship Modified compactive effort AS 1289.5.2.1,
RMS (NSW) Method T112

TfNSW TS 02795.07

Dry density/moisture content relationship Standard compactive effort AS 1289.5.1.1,
RMS (NSW) Method T111

TfNSW TS 02795.06

Minimum and maximum dry density Not applicable AS 1289.5.5.1,
RMS (NSW) Method T164

TfNSW TS 02795.26

Evaluation of geotechnical and civil construction material - Soil field density Soils Density index Not applicable AS 1289.5.6.1
Compaction control Hilf AS 1289.5.7.1
Relative compaction Not applicable RMS (NSW) Method T166

TfNSW TS 02795.28

Density - In-situ Nuclear gauge AS 1289.5.8.1,
RMS (NSW) Method T173

TfNSW TS 02795.36

Dry density ratio Calculation AS 1289.5.4.1
Evaluation of geotechnical and civil construction material - Soil in-situ penetration Soils Penetration in-situ Dynamic cone; Perth sand penetrometer AS 1289.6.3.2, AS 1289.6.3.3,
RMS (NSW) Method T161

TfNSW TS 02795.23

Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Remoulded specimens AS 1289.6.1.1, RMS (NSW) Method T117, RMS (NSW) Method T132

TfNSW TS 02795.11,TfNSW TS 02796.03

Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable AS 1289.1.1,
TfNSW T105

TfNSW TS 02795.01

Soil pre-treatment Accelerated weathering pre-treatment; Repeated compaction pre-treatment TfNSW T102, TfNSW T103

TfNSW TS 02794.02,TfNSW TS 02794.03

Sample collection Aggregates Not applicable Aggregate from a stockpile AS 1141.3.1,
RMS (NSW) Method T100

TfNSW TS 02794.01

Soils Not applicable Disturbed soil sampling from a pavement AS 1289.1.2.1,
RMS (NSW) Method T100

TfNSW TS 02794.01

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.