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A C Testing Services

Site

A C Testing Services

Accreditation No.

19604

Site No.

22675

Date of Accreditation

10 Feb 2015

Address

2/1 Monro St
Nambucca Heads, NSW 2448
Australia

Contact

Mr Adam Crawford P: +61 0438857377

Availability

Services available to external clients

Scope of Accreditation

Print scopes

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service	Product	Determinant	Technique	Procedure
Evaluation of geotechnical and civil construction material - Aggregate contaminants	Aggregates	Weak particles contaminants	Sieve analysis	AS1141.32; RMS (NSW) Method T202
Evaluation of geotechnical and civil construction material - Aggregate properties	Aggregates	Bulk density	Compacted; Uncompacted	AS 1141.4, RMS (NSW) Method T211, RMS (NSW) Method T212
		Particle size distribution	Sieve analysis	AS 1141.11.1; RMS (NSW) Method T201
		Shape	Proportional calliper	AS 1141.14; RMS (NSW) Method T213
		Particle size distribution	Sieve analysis of material finer than 75 µm	AS 1141.12; RMS (NSW) Method T203
		Shape	Crushed faces	RMS (NSW) Method T239
		Particle density of coarse aggregate; Particle density of fine aggregate; Water absorption of coarse aggregate; Water absorption of fine aggregate	Weighing-in-water	AS 1141.5, AS 1141.6.1
		Particle size distribution	Fine particles in road materials	AS 1141.19
		Shape	Average least dimension	AS 1141.20.1; AS 1141.20.2; RMS (NSW) Method T235; RMS (NSW) Method T275
Evaluation of geotechnical and civil construction material - Aggregate strength	Aggregates	Wet/dry strength variation	Not applicable	AS 1141.22; RMS (NSW) Method T215
		Aggregate crushing value	Not applicable	AS 1141.21, RMS (NSW) Method T205
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; RMS (NSW) Method T301
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties	Concrete, grout and mortar	Mass per unit volume - Hardened concrete	Dimensions	AS1012.12.1; RMS (NSW) Method T316
		Specimen preparation	Capping of compressive strength specimens	RMS (NSW) Method T305
		Compressive strength	Cube; Cylinder	AS 1012.9, RMS (NSW) Method T306; RMS (NSW) Method T375
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; RMS (NSW) Method T375
Evaluation of geotechnical and civil construction material - Soil classification	Soils	Linear shrinkage	Not applicable	AS 1289 3.4.1; RMS (NSW) Method T113;TfNSW T113;
		Plastic limit	Not applicable	AS 1289.3.2.1; RMS (NSW) Method T109;TfNSW T109;TfNSW T105;
		Plasticity index	Casagrande	AS 1289.3.3.1; RMS (NSW) Method T109;TfNSW T109;TfNSW T105;
		Liquid limit	Casagrande one point	AS 1289.3.1.2
		Moisture content	Drying oven	AS 1289.2.1.1; RMS (NSW) Method T120
		Liquid limit	Casagrande four point	AS 1289.3.1.1; RMS (NSW) Method T108;TfNSW T108;TfNSW T105;
		Fine particles in road materials	Not applicable	RMS (NSW) Method T107;TfNSW T107;
		Sieve analysis	Not applicable	AS 1289 3.6.1; RMS (NSW) Method T106;TfNSW T106;
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, RMS (NSW) Method T111, RMS (NSW) Method T112
		Dry density/moisture content relationship	Three compaction point	RMS (NSW) Method T162
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	Dry density ratio	Calculation	AS 1289.5.4.1
		Density - In-situ	Sand-cone	AS 1289.5.3.1
		Compaction control	Hilf	AS1289.5.7.1
		Relative compaction	Not applicable	RMS (NSW) Method T166
		Moisture ratio	Measured	AS 1289.5.4.1
		Density - In-situ	Nuclear gauge	AS 1289.5.8.1, RMS (NSW) Method T173
Evaluation of geotechnical and civil construction material - Soil in-situ penetration	Soils	Penetration in-situ	Dynamic cone	AS 1289.6.3.2, RMS (NSW) Method T161
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
Evaluation of geotechnical and civil construction material - Soil pre-treatment	Soils	Soil pre-treatment	Accelerated weathering pre-treatment; Repeated compaction pre-treatment	RMS (NSW) Method T102;TfNSW T102;TfNSW T105; RMS (NSW) Method T103;TfNSW T103;TfNSW T105;
		Soil pre-treatment	Not applicable	AS 1289.1.1, RMS (NSW) Method T105;TfNSW T105;
Evaluation of geotechnical and civil construction material - Soil reactivity	Soils	Reactivity	Shrink/swell	AS 1289.7.1.1
Sample collection	Aggregates	Not applicable	Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a windrow	AS 1141.3.1; RMS (NSW) Method T100
	Concrete, grout and mortar	Not applicable	Fresh concrete from a mixer; Fresh concrete from deposited concrete; Fresh grout	AS 1012.1; RMS (NSW) Method T300; RMS (NSW) Method T375
	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; RMS (NSW) Method T100

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