Schedule of Accreditation issued by United Kingdom Accreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK

Transcription

1 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK Prime Parkway Contact: Mr M Barham Prime Enterprise Park Tel: +44 (0) Derby Fax: +44 (0) DE1 3QB mike.barham@kiwa.co.uk Website: locations: below s covered by the organisation and their relevant activities details Activity code Address Prime Parkway Prime Enterprise Park Derby DE1 3QB Contact: Mr M Barham Tel: +44 (0) Fax: +44 (0) mike.barham@kiwa.co.uk Testing: Aggregates - chemical & physical tests Bituminous Mixtures physical tests Concrete - chemical, geological mechanical & physical tests Mortars screeds & plasters - chemical tests Road salt physical & chemical tests Soils - chemical, mechanical & physical tests Cast stone - physical tests activities performed away from the locations listed above: details Activity code All locations suitable for the activities listed Contact: Mr M Barham Sampling: Concrete Testing: Concrete - chemical & non-destructive tests Road signs & lighting columns - non-destructive tests Soils - mechanical & physical tests Assessment Manager: AW3 Page 1 of 6

2 DETAIL OF ACCREDITATION AGGREGATES Acid-soluble materials content BS 812:Part 119:1985 Water soluble chloride BS EN : A1:2012 Water soluble sulphate BS EN : A1:2012 Total sulphur BS EN : A1:2012 Acid soluble sulphate BS EN : A1:2012 Particle size distribution - sieving method BS EN 933-1:2012 Resistance to fragmentation by the Los Angeles Method EN :2010 BITUMINOUS MIXTURES for roads and other paved areas Maximum Density - procedure B BS EN : 2009 Bulk Density - sealed specimen BS EN :2012 Air Voids Content - BS EN :2003 Sampling of laid and compacted materials by coring BE EN : 2001 Sampling - from around augers of the paver BS EN :2017 BITUMINOUS ROAD SURFACING In-situ density - nuclear method SO33 CAST STONE Capillary absorption BS 1217:2008 Capillary absorption C6:January 2000 based on UKSA Specification for Cast Stone CI/SIB, F13:March 2011 Assessment Manager: AW3 Page 2 of 6

3 CONCRETE Fresh Sampling - Spot - Composite BS EN :2009 Slump Testing BS EN :2009 Air Content Testing (Pressure Method) Making of cubes - Including curing BS EN :2009 BS EN :2009 BS EN :2012 CONCRETE - hardened Cement & aggregate content BS 1881:Part 124:2015 Chloride content BS 1881:Part 124:2015 Sulphate content BS 1881:Part 124:2015 Sodium oxide & potassium oxide contents BS 1881:Part 124:2015 CONCRETE hardened (cont d) Sulphur as sulphide content BS 1881:Part 124:2015 Type of aggregate BS 1881:Part 124:2015 Compressive strength of cubes BS EN :2009 BS EN :2012 Curing BS EN :2009 Density BS EN :2009 Cored specimens - examining and testing in compression BS EN :2009 Coring BS 1881:Part 120:1983 Sampling for analysis of chlorides ISM ST4:1992 Carbonation BRE Information Paper IP 6/81 Resistivity ISM ST3:1992 Assessment Manager: AW3 Page 3 of 6

4 CONCRETE - reinforced of reinforcement BS 1881:Part 204:1988 Corrosion potentials of uncoated reinforcing steel in concrete ASTM C MORTARS, SCREEDS and PLASTERS Rebar continuity ISM ST2a:1992 MORTAR Insoluble residue and soluble silica content BS 4551: A2:2013 Calcium oxide content BS 4551: A2:2013 Sulfur trioxide content BS 4551: A2:2013 Chloride content BS 4551: A2:2013 ROAD SIGNS and LIGHTING COLUMNS Relative loss of section ST 9,ST10,ST11 based on The Institution of Lighting Engineers Technical Report Number 22 SALT Moisture content BS 3247: 2011+A1: 2016 for spreading on highways for winter maintenance Grading BS 3247: 2011+A1: 2016 Matter insoluble in water BS 3247: 2011+A1: 2016 Chloride content BS 3247: 2011+A1: 2016 General determination of Sulphate content BS 3247: 2011+A1: 2016 GEOTECHNICAL INVESTIGATION and TESTING - testing of soil Water content BS EN ISO :2014 Assessment Manager: AW3 Page 4 of 6

5 SOILS for civil engineering purposes Moisture content - oven drying method Liquid limit - cone penetrometer Liquid limit - cone penetrometer - one point Plastic limit Plasticity index and liquidity index Particle size distribution - wet sieving Particle size distribution - dry sieving Organic matter content BS 1377:Part 3:1990 Sulphate content of soil and ground water - gravimetric method BS 1377:Part 3:1990 ph value BS 1377:Part 3:1990 Dry density/moisture content relationship (2.5 kg rammer) Dry density/moisture content relationship (4.5 kg rammer) BS 1377:Part 4:1990 BS 1377:Part 4:1990 California Bearing Ratio (CBR) BS 1377:Part 4:1990 In-situ density - sand replacement method (large pouring cylinder) In-situ density - core cutter method Assessment Manager: AW3 Page 5 of 6

6 SOILS for civil engineering purposes (cont d) Vertical deformation & strength characteristic of soil by Plate Loading Test In-situ California Bearing Ratio (CBR) Determination of Equivalent CBR using Plate Bearing Test Specification for Highways Works : Design Guidance for Road and Pavement Foundations Interim Advice Note 73/06 END Assessment Manager: AW3 Page 6 of 6