A C Testing Services

Site

A C Testing Services Armidale Laboratory

Accreditation No.

20703

Site No.

24842

Date of Accreditation

25 May 2021

Address

11/215 Mann Street
Armidale, NSW 2350
Australia

Contact

Mr Adam Crawford P: +61 0438857377

Availability

Services available to external clients

A C Testing Services address map

Scope of Accreditation

Print scopes
A C Testing Services Armidale Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Proportional calliper AS 1141.14

TfNSW TS 02799.12

Particle size distribution Sieve analysis of material finer than 75 µm AS 1141.12

TfNSW TS 02799.04

Particle size distribution Sieve analysis AS 1141.11.1

TfNSW TS 02799.02

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 Mass per unit volume - Hardened concrete Dimensions AS 1012.12.1
Compressive strength Cylinder AS 1012.9
TfNSW TS 02800.07

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; In situ manufacture and curing of grout and mortar cubes AS 1012.8.1

TfNSW TS 02800.49

Evaluation of geotechnical and civil construction material - Soil classification Soils Fine particles in road materials Not applicable

TfNSW TS 02795.03

Linear shrinkage; Liquid limit; Moisture content; Plastic limit; Plasticity index; Sieve analysis Casagrande; Drying oven AS 1289.2.1.1, AS 1289.3.1.1, AS 1289.3.1.2, AS 1289.3.2.1,  AS 1289.3.3.1, AS 1289.3.4.1, AS 1289.3.6.1

TfNSW TS 02795.02, TfNSW TS 02795.04, TfNSW TS 02795.05, TfNSW TS 02795.08, TfNSW TS 02795.14

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Modified compactive effort; Standard compactive effort AS 1289.5.1.1, AS 1289.5.2.1

TfNSW TS 02795.06, TfNSW TS 02795.07

Dry density/moisture content relationship Three compaction point

TfNSW TS 02795.24

Dry density/moisture content relationship Standard compactive effort TfNSW TS 02796.01
Evaluation of geotechnical and civil construction material - Soil field density Soils Dry density ratio Calculation AS 1289.5.4.1
Compaction control Hilf AS 1289.5.7.1
Density - In situ Nuclear gauge AS 1289.5.8.1

TfNSW TS 02795.36

Relative compaction Not applicable

TfNSW TS 02795.28

Evaluation of geotechnical and civil construction material - Soil in situ penetration Soils Penetration - In situ Dynamic cone AS 1289.6.3.2
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
TfNSW TS 02795.11
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Repeated compaction pre-treatment AS 1289.1.1

TfNSW TS 02794.02, TfNSW TS 02795.01

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Compressive strength Uniaxial unconfined TfNSW TS 02795.10, TfNSW TS 02796.02
Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a windrow AS 1141.3.1

TfNSW TS 02794.01

Concrete, grout and mortar Not applicable Fresh concrete from a mixer; Fresh concrete from deposited concrete AS 1012.1

TfNSW TS 02800.01

Soils Not applicable Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling in situ AS 1289.1.2.1

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.