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 crewood Way Hatfield Road St lbans Hertfordshire L4 0JY Contact: Mr. Watkinson Tel: +44 (0) Website: below Environmental Scientifics Group Limited, trading as, is accredited for flexible scopes under the combined procedure GS QMS 022 that enable it to: 1) Establish site laboratories to conduct the construction materials testing and sampling activities and energy services preparation and testing of coals and fuels that are indicated in the table below with the location code. 2) Update currently accredited test methods to the latest versions of those test methods 3) Transfer currently accredited test methods between the accredited locations listed on this schedule oratory locations: s covered by the Organisation and their relevant activities details Local contact ctivity Bretby: Bretby Business Park shby Road Burton-upon-Trent Staffordshire DE15 0YZ Mr R Emery Tel: +44 (0) ryan.emery@socotec.com Coatings laboratory and site testing and on-site weathering Bridgend: Unit 15 Crosby Yard Wildmill Bridgend CF31 1JZ Mr R Rattue Tel: +44 (0) Fax: +44 (0) roger.rattue@socotec.com Construction materials laboratory testing Carcroft, Doncaster: skern Road Carcroft Doncaster South Yorkshire DN6 8DG Mr M Culbert Tel: +44 (0) mark.culbert@socotec.com Construction materials laboratory testing Daventry: 2 Newton Close Drayton Fields Industrial Estate Daventry Northamptonshire NN11 8RR Mr S Bourton Tel: +44 (0) Fax: +44 (0) shane.bourton@socotec.com Construction materials laboratory and site testing ssessment Manager:JL1 Page 1 of 64

2 details Local contact ctivity Doncaster: 4 Hexthorpe Road Doncaster South Yorkshire DN4 0E Mr P Hardy Tel: +44 (0) Fax: +44 (0) peter.hardy@socotec.com Oils laboratory testing Dorset: The River oratory Farmhouse Church Lane East Stoke Wareham Dorset BH20 6BB Mr T Green Tel: +44 (0) Fax: +44 (0) Tom.Green@socotec.com Construction materials laboratory and site testing Energy Services: : Bretby Business Park shby Road Burton-upon-Trent Staffordshire DE15 0YZ Mr J Clay Tel: +44 (0) Fax: +44 (0) james.clay@socotec.com Preparation and testing of solid fuels Immingham Dock South Humberside DN40 2QN C Mr J Clay Tel: +44 (0) Fax: +44 (0) james.clay@socotec.com Sampling and preparation of coal Solid fuel handling and industrial sites D Mr J Clay Tel: +44 (0) Fax: +44 (0) james.clay@socotec.com Sampling of solid fuels Temporary oratories: DR Power Station The South Prep Drax Selby YO8 8PJ E Mr J Clay Tel: +44 (0) Fax: +44 (0) james.clay@socotec.com Preparation and testing of solid fuels, colliery spoils and solid biofuels Drax Ports: Biomass Terminal Biomass Operations Gladstone Dock Gladstone venue Bootle Liverpool L20 1BE F Mr J Clay Tel: +44 (0) Fax: +44 (0) james.clay@socotec.com Preparation of solid fuels, colliery spoils and solid biofuels ssessment Manager: JL1 Page 2 of 64

3 details Local contact ctivity Port of Tyne Coal Terminal Building, Tyne Dock Estate South Shields NE34 9PL G Mr J Clay Tel: +44 (0) Fax: +44 (0) james.clay@socotec.com Preparation of solid fuels, colliery spoils and solid biofuels Immingham Port ssociated British Ports Humber International Terminal West Haven Way Immingham Dock IMMINGHM DN40 2YD H Mr J Clay Tel: +44 (0) Fax: +44 (0) james.clay@socotec.com Preparation of solid fuels, colliery spoils and solid biofuels Hull dock Northern gap Hedon road Kingston upon hull HU9 5QR I Mr J Clay Tel: +44 (0) Fax: +44 (0) james.clay@socotec.com Preparation of solid fuels, colliery spoils and solid biofuels Glasgow: Queenslie Court 139 Summerlee Street Glasgow G33 4DB Mr K McIntosh Tel: +44 (0) Fax: +44 (0) kenny.mcintosh@socotec.com Construction materials laboratory and site testing Maidstone: The Oasts Newnham Court Bearsted Road Maidstone ME14 5LH Mr G Smolarczyk Tel: +44 (0) Fax: +44 (0) grzegorz.smolarcyckr@socotec.com Construction materials laboratory testing Newcastle: Crawcrook Quarry Clara Vale Road Crawcrook Tyne & Wear NE40 3UL Mr M Taylor Tel: +44 (0) Fax: +44 (0) mark.taylor@socotec.com Construction materials laboratory testing Oldbury: Unit 5 Hainge Park Hainge Road Tividale Oldbury West Midlands B69 2NY Mr D Partridge Tel: +44 (0) dave.partridge@socotec.com testing only of concrete structures and paved surfaces ssessment Manager: JL1 Page 3 of 64

4 details Local contact ctivity St lbans: crewood Way Hatfield Road St lbans Hertfordshire L4 0JY Mr T Norman Tel: + 44 (0) Fax: +44 (0) tim.norman@socotec.com Metallurgical, slate and analytical chemistry laboratory testing Stockton-on-Tees: Wass Way Durham Lane Industrial Park Eaglescliffe Stockton-on-Tees TS16 0RG Uxbridge: Unit 11 Cowley Mill Trading Estate Longbridge Way Uxbridge Middlesex UB8 2YG Mr M Ellis Tel: +44 (0) Fax: +44 (0) martyn.ellis@socotec.com Mr N Oliver Tel: +44 (0) Fax: +44 (0) nick.oliver@socotec.com testing only of concrete and steel piles and foundations Construction materials laboratory and site testing Warrington: 29 Rufford Court Woolston Warrington W1 4RF Temporary oratories: Newtown: lun Grittiths Offices 483/489 Newtown Bypass Unit 3 Mochdre Industrial Estate Newtown SY16 4LE United Kingdom Mr M Culbert Tel: +44 (0) Fax: +44 (0) mark.culbert@socotec.com Mr. Watkinson Tel: +44 (0) E.mail:andrew.watkinson@socotec.com Construction materials laboratory and site testing Construction Materials oratory laboratory testing Heathrow: Ferrovial Bravo Kilo Taxiways Control Post 8 Heathrow irport Hounslow Middlesex TW6 1RU Mr R Rattue Tel: +44 (0) Fax: +44 (0) roger.rattue@socotec.com Construction Materials oratory laboratory testing ssessment Manager: JL1 Page 4 of 64

5 Contents ccredited ctivity Page of Schedule Bretby oratory 6 Bridgend oratory 8 Carcroft, Doncaster oratory 9 Daventry oratory 10 Doncaster oratory 19 Dorset oratory 20 Energy Services oratories 23 Glasgow oratory 28 Maidstone oratory 36 Newcastle oratory 37 Oldbury oratory 38 St lbans oratory 39 Stockton-on-Tees oratory 44 Uxbridge oratory 45 Warrington oratory 52 FLO oratory 57 Newtown oratory 58 Heathrow oratory 60 Establishment of oratories 61 ssessment Manager: JL1 Page 5 of 64

6 DETIL OF CCREDITTION Bretby oratory COTINGS - non-metallic Examination and preparation of test samples BS EN ISO 1513:2010 Standard panels for testing BS EN ISO 1514:2016 Scratch resistance - constant-loading method BS EN ISO :2011 Cross-cut test BS EN ISO 2409:2013 /site Film thickness BS EN ISO 2808:2007 BS 3900-C5:2007 /site Density - pyknometer method BS EN ISO :2016 Determination of gloss value at 20 degrees, 60 degrees and 85 degrees Viscosity using cone-and-plate viscometer operated at a high rate of shear Resistance to humid atmospheres containing sulfur dioxide Percentage volume of nonvolatile matter using a coated test panel BS EN ISO 2813:2014 BS EN ISO :2006 BS :2006 BS EN ISO 3231:1998 BS 3900-F8:1993 BS EN ISO :2013 /site Non-volatile-matter content BS EN ISO 3251:2008 Bend test (conical mandrel) BS EN ISO 6860:2006 BS 3900-E11:2006 Through-dry state and through-dry time BS EN ISO :2009 ssessment Manager: JL1 Page 6 of 64

7 COTINGS - non-metallic (cont d) Surface-drying test using ballotini BS EN ISO :2010 Resistance to neutral salt spray (NSS) BS EN ISO 9227:2017 STM B rtificial weathering - exposure to fluorescent UV lamps and water BS EN ISO 11507:2007 (withdrawn) BS 3900-F16:2007 (withdrawn) Volatile organic compound (VOC) content - difference method BS EN ISO :2007 Methods of exposure to laboratory light sources Flourescent UV lamps BS EN ISO and 3: 2013 Colour and colour difference: BS 3900-D9:1986 ISO :1984 Colour and colour difference: calculation BS 3900-D10:1986 ISO :1984 Resistance to impact (falling ball test) BS 3900-E7:1974 Resistance to humidity (cyclic condensation) BS 3900-F2:1973 Natural weathering test BS 3900-F6:1976 Surface profile of blast cleaned steel STM D Method B /site Pull-off strength of coatings using portable adhesion testers STM D /site SURFCES - uncoated Resistance to neutral salt spray (NSS) BS EN ISO 9227:2017 STM B ssessment Manager: JL1 Page 7 of 64

8 Bridgend oratory CONCRETE - fresh Curing cubic specimens for strength tests BS EN :2009 CONCRETE - hardened Compressive strength of cubes - including curing BS EN :2009 BS EN :2009 Density BS EN :2009 Shape and Dimension BS EN :2012 SOILS for civil engineering purposes Moisture content - oven drying method End of Bridgend oratory ssessment Manager: JL1 Page 8 of 64

9 Carcroft, Doncaster oratory CONCRETE - fresh Curing cubic specimens for strength tests BS EN :2009 CONCRETE - hardened Curing cubic specimens for strength tests BS EN :2009 SOILS for civil engineering purposes Moisture content - oven drying method End of Carcroft, Doncaster oratory ssessment Manager: JL1 Page 9 of 64

10 Daventry oratory GGREGTES Ten per cent fines value - dry - particle size 10 mm and greater BS :1990 Ten per cent fines value - soaked - particle size 10 mm and greater BS :1990 ggregate impact value - dry BS :1990 ggregate impact value - soaked BS :1990 Frost-heave BS :2009 Uniformity coefficient ( ) Sampling stockpiles of fine aggregates by hand Sampling stockpiles of coarse aggregates by hand Particle size distribution - sieving method BS :1992 (withdrawn) BS EN 932-1:1997 BS EN 932-1:1997 BS EN 933-1:2012 Flakiness index BS EN 933-3:2012 Percentage of crushed and broken surfaces in coarse aggregate particles BS EN 933-5:1998 Shell content BS EN 933-7:1998 Constituents of coarse recycled aggregate BS EN :2009 Micro-Deval coefficient BS EN :2011 ssessment Manager: JL1 Page 10 of 64

11 GGREGTES (cont d) Resistance to fragmentation by the Los ngeles test method BS EN :2010 Loose bulk density and voids BS EN :1998 Compacted dry bulk density BS EN :1998 Loose bulk density with damp aggregates BS EN :1998 Water content BS EN :2008 Particle density and water absorption - pyknometer method for aggregate particles between 4 mm and 31,5 mm Particle density and water absorption - pyknometer method for aggregate particles between 0,063 mm and 4 mm Magnesium sulfate test - aggregate particles between 0,30 mm and 28 mm BS EN :2013 BS EN :2013 BS EN :2009 Drying shrinkage BS EN :2008 Uniformity coefficient BS EN ISO :2004+1:2013 and SHW Series 600, Table 6/1 Frost heave Specification for Highway Works, HMSO November 2009 Clause 801 BITUMINOUS MITURES for roads and other paved areas Temperature of coated mixtures by hand-held infra-red thermometer BS 598-1:2011 ssessment Manager: JL1 Page 11 of 64

12 BITUMINOUS MITURES for roads and other paved areas (cont d) Soluble binder content by recovery, using bottle rotation machine, bucket centrifuge type 1 and volume calculation BS EN :2012 Particle size distribution BS EN :2002 Maximum density - volumetric procedure Bulk density - saturated surface dry (SSD) - sealed specimen - dry method - by dimensions BS EN :2009 BS EN :2012 ir voids content BS EN :2003 Conventional refusal density - vibratory compaction Percentage refusal density (PRD) - vibratory compaction Sampling from the material around the augers of the paver Sampling of workable material in heaps Sampling coated chippings from stockpiles Preparation of samples for determining binder content, water content and grading BS EN :2002 BS EN :2002 BS EN :2001 BS EN :2001 BS EN :2001 BS EN :2001 / ssessment Manager: JL1 Page 12 of 64

13 BITUMINOUS MITURES for roads and other paved areas (cont d) oratory compaction of bituminous mixtures by vibratory compaction BS EN :2003 Determination of the thickness of a bituminous pavement - destructive BS EN :2003 BITUMINOUS ROD SURFCING In-situ density - nuclear method No DIHM 120 based upon TRRL SR 754:1982 In-situ density - non-nuclear method No DIHM 119 CST STONE Capillary absorption BS 1217:2008 CONCRETE - fresh Sampling fresh concrete on site - composite sample - spot sample BS EN :2009 Slump BS EN :2009 Degree of compactability BS EN :2009 Flow BS EN :2009 ir content - water column method BS EN :2009 Making cubic specimens for strength tests BS EN :2009 / Curing cubic specimens for strength tests BS EN :2009 / Temperature No.DIHM 205 Testing sprayed concrete Fibre content of fibre reinforced concrete BS EN :2006 Method B CONCRETE - hardened Compressive strength of cubes - including curing BS EN :2009 BS EN :2009 Depth of carbonation BS :1986 (withdrawn) ssessment Manager: JL1 Page 13 of 64

14 CONCRETE hardened (cont d) Density BS EN :2009 Shape and Dimension BS EN :2012 Taking cores BS EN :2009 Cored specimens - examining and testing in compression BS EN :2009 Carbonation BRE Digest 405:May 1995 FLOORING Dampness BS 8203:2017, nnex B.4 Soundness BS : :2009 BRE IP 11/84 MORTRS, SREEDS and PLSTERS Compressive strength - including curing BS :1998 (withdrawn) ROD PVEMENT SURFCES Texture depth by the sand-patch method BS :2000 (withdrawn) Pavement surface macrotexture depth using a volumetric patch technique BS EN :2010 Surface regularity using a rolling straight-edge DIHM 121, Specification for Highway Works, HMSO February 2016, Clause 702 PVED SURFCES Drilling of concrete and bituminous cores No.DIHM 501 SOILS for civil engineering purposes Moisture content - oven drying method Liquid limit - cone penetrometer Liquid limit - cone penetrometer - one point Uniformity coefficient BS EN ISO :2004+1:2013 and SHW Series 600, Table 6/1 ssessment Manager: JL1 Page 14 of 64

15 SOILS for civil engineering purposes (cont d) Plastic limit Plasticity index and liquidity index Density - linear Particle density - gas jar 8.2 Particle size distribution - wet sieving Particle size distribution - dry sieving Particle size distribution - sedimentation by the hydrometer method Dry density/moisture content relationship (2.5 kg rammer) Dry density/moisture content relationship (4.5 kg rammer) Dry density/moisture content relationship (vibrating hammer) Moisture condition value (MCV) MCV - natural moisture content 9.5 BS :1990 BS :1990 BS :1990 BS :1990 BS :1990 / MCV/moisture content relation BS :1990 California Bearing Ratio (CBR) BS :1990 Swelling of soaked CBR specimen BS :1990 One-dimensional consolidation BS :1990 properties ssessment Manager: JL1 Page 15 of 64

16 SOILS for civil engineering purposes (cont d) Permeability by the constant-head method BS :1990 Permeability in a triaxial cell BS :1990 Shear strength by direct shear (small shearbox apparatus) Undrained shear strength - triaxial compression without of pore pressure Undrained shear strength - triaxial compression with multistage loading and without of pore pressure Unconfined compressive strength - load frame method In-situ density - sand replacement method (large pouring cylinder) In-situ density - core cutter method In-situ bulk density - nuclear method - comparative tests In-situ bulk density - nuclear method - absolute tests In-situ bulk density - nuclear method - compliance tests Vertical deformation and strength characteristics by the incremental plate loading test In-situ California Bearing Ratio (CBR) BS :1990 BS :1990 BS :1990 BS :1990 ssessment Manager: JL1 Page 16 of 64

17 SOILS for civil engineering purposes (cont d) Determination of equivalent CBR value using the plate bearing test DIHM 301, Design Manual for Roads and Bridges. Volume 7:Pavement Design and Maintenance. IN 73/06 Rev 1 (2009):Foundations Undrained shear strength of remoulded cohesive material Specification for Highway Works, HMSO March 1998 Clause 633 Effective angle of internal friction and effective cohesion of earthworks materials Specification for Highway Works, HMSO March 1998 Clause 636 Coefficient of friction and adhesion between fill and reinforcing elements or anchor elements for reinforced soil and anchored earth structures Specification for Highway Works, HMSO March 1998 Clause 639 Determination of the permeability of clayey soils in a triaxial cell using the accelerated permeability test Environment gency R & D Technical Report P1-398/TR/2: January 2003 Dynamic cone penetrometer No DIHM 302 UNBOUND and HYDRULICLLY BOUND MITURES Proctor test for mixtures compacted with a 2,5 kg rammer () in the Proctor mould () using alternative apparatus BS EN :2010 Proctor test for mixtures compacted with a 2,5 kg rammer () in the large Proctor mould (B) using alternative apparatus BS EN :2010 ssessment Manager: JL1 Page 17 of 64

18 UNBOUND and HYDRULICLLY BOUND MITURES (cont d) Modified Proctor test for mixtures compacted with a 4,5 kg rammer (B) in the Proctor mould () using alternative apparatus BS EN :2010 Modified Proctor test for mixtures compacted with a 4,5 kg rammer (B) in the large Proctor mould (B) using alternative apparatus BS EN :2010 oratory reference density and water content - vibrating hammer BS EN :2003 Vertical expansion of California bearing ratio specimens during curing BS EN :2012 California bearing ratio / immediate bearing index BS EN :2012 Degree of pulverization BS EN :2005 / End of Daventry oratory ssessment Manager: JL1 Page 18 of 64

19 Doncaster oratory OILS Viscosity No MSUS 052 using automatic viscometer Polychlorinated biphenyls roclor 1254 roclor 1260 No MSUS 122 using gas chromatography Wear metals and additives No MSUS 076 using inductively coupled plasma emission spectrometry cid Number (0-25 mg KOH/g) No MSUS 081 based on IP Method 177 using potentiometric titration Base Number (1-20 mg KOH/g) No MSUS 065 based on IP Method 400 using conductimetric titration INSULTING LIQUIDS; OILS/MIDELS/SILICONES Water content No MSUS 109 based on BS EN 60814: 1998; IEC 60814: 1997 using coulometric titration Electric strength test dielectric breakdown voltage up to 100kV No MSUS 109 based on BS EN 60156: 1996; IEC 60156: 1995 cidity No MSUS 109 based on BS EN : 2007; IEC : 2007 using colourimetric titration End of Doncaster oratory ssessment Manager: JL1 Page 19 of 64

20 Dorset oratory GGREGTES Uniformity coefficient ( ) BS :1992 (withdrawn) Particle size distribution - sieving method BS EN 933-1:2012 Flakiness index BS EN 933-3:2012 Water content BS EN :2008 Chloride content BSEN1744-1:2009 Water soluble sulphate content BSEN1744-1:2009 Total sulphur by combustion BSEN BITUMINOUS MITURES for roads and other paved areas Soluble binder content by recovery, using bottle rotation machine, bucket centrifuge type 1 and volume calculation BS EN :2012 Particle size distribution BS EN :2002 Maximum density - volumetric procedure Bulk density - dry - saturated surface dry (SSD) - sealed specimen BS EN :2009 BS EN :2012 ir voids content BS EN :2003 Percentage of the voids in the mineral aggregate filled with binder (VFB) Measurements of temperature - in a lorry - of laid materials - in a heap BS EN :2003 BS EN :2000 ssessment Manager: JL1 Page 20 of 64

21 BITUMINOUS MITURES for roads and other paved areas (cont d) Measurements of temperature - of laid materials - in a heap BS 598 Part 1:2011 Sampling of bituminous around the augers of a paver BS :2001 Preparation of samples for determining binder content, water content and grading BS EN :2001 / Determination of the thickness of a bituminious pavement - destructive BS EN :2003 BITUMINOUS ROD SURFCING Rate of spread of chippings for mechanical chipping spreaders BS 598-1:2011 Rate of spread of binder BS EN :2002 CONCRETE - fresh Curing cubic specimens for strength tests BS EN :2009 CONCRETE - hardened Compressive strength of cubes - including curing BS EN :2009 BS EN :2009 Density BS EN :2009 Shape and Dimensions BS EN :2012 Chemical naysis Cement content (Ca, Mg, l, Fe & Si) BS : 1988 by ICP-OES Chloride content BS : 1988 MORTRS, SCREEDS and PLSTERS Chemical analysis & mix proportions (Ca, Mg, l, Fe & Si) BS 4551:2005 by ICP-OES ROD PVEMENT SURFCES Logging of road pavement cores No DIHM 117 Pavement surface macrotexture depth using a volumetric patch technique BS EN : 2010 ssessment Manager: JL1 Page 21 of 64

22 SOIL and GGREGTE Water soluble sulphate TRL447:2005 Test 1 by ICP-OES cid soluble sulphate TRL447:2005 Test 2 by ICP-OES Determination of Total Sulphur TRL447:2005 Test 4B; Using ELTR CS-800 nalyser SOILS for civil engineering purposes Moisture content - oven drying method ph value BS :1990 Resistivity: Wenner probe method BS :1990 Redox potential BS :1990 Chloride content BS1377-3:1990 Organic content BS1377-3:1990 Loss on ignition BS1377-3:1990 Total sulphur ISO15178:2000; Using ELTR CS- 800 nalyser with Extraction in ccordance with BRE Publication BR279 End of Dorset oratory ssessment Manager: JL1 Page 22 of 64

23 Energy Services oratories COLS, MNUFCTURED SOLID FUELS, COLLIERY SPOILS, PET, SOILS and MINERLS Loss of moisture on air drying Preparation of general analysis samples SP 1 based on ISO :2016 SP 2 based on ISO :2016 Total moisture content s C 1 and SP 1 based on ISO 589:2008 and ISO :2016 Moisture content of analysis sample C 2 based on ISO 687:2010 and BS ISO 11722:2013 sh content C 3 based on ISO 1171:2010 Volatile matter C 6 based on ISO 562:2010 Specific gravity C 12 based on NCB nalyst Handbook Volume 2:Section 16, July 1958 Crucible swelling number C 13 based on ISO 501:2012 Caking power by Gray-King coke test C 14 based on BS :1991 Chlorine content C 18 based on ISO 587:1997 COLS, MNUFCTURED SOLID FUELS, COLLIERY SPOILS, PET, SOILS and MINERLS Total sulphur content C 19 based on BS ISO 334:2013 ssessment Manager: JL1 Page 23 of 64

24 COLS, MNUFCTURED SOLID FUELS, COLLIERY SPOILS, PET, SOILS and MINERLS Forms of sulphur: Pyritic Organic Sulphate C 20 based on ISO 157:1996 Hardgrove grindability index of hard coal SP 3 based on STM D409/D409M Size analysis SP 8 based on ISO 728:1995, BS ISO 1953:2015 and ISO 2325:1986 Float and sink characteristics SP 12 based on ISO 7936:1992 COLS, MNUFCTURED SOLID FUELS and their RESIDUES Fusibility of ash C 17 based on ISO 540:2008 COLS, MNUFCTURED SOLID FUELS, COLLIERY SPOILS, PET, SOILS and OILS Calorific value Sulphur content C 11 based on ISO 1928:2009 C 31 using Helios analyser COLS, MNUFCTURED SOLID FUELS, COLLIERY SPOILS, PET, SOILS, OILS, SEDIMENTS and ORGNIC MTERILS including ORGNIC CHEMICLS Carbon, Hydrogen and Nitrogen C 9 by instrumental analysis using an Exeter nalytical CE 440 analyser based on ISO 29541:2010 COLS, SOLID FUELS, COLLIERY SPOILS Loss of moisture on air drying SP 1 based on ISO :2016 E Preparation of general analysis samples SP 2 based on ISO :2016 E ssessment Manager: JL1 Page 24 of 64

25 COL POWDERS Sodium Magnesium luminium Silicon Phosphorus Sulphur Chlorine Potassium Calcium Iron Derived Parameters: Base/cid Ratio sh Slagging Index Fouling Factor C 36 based on method in nalyst Volume 115, November 1990 and EN ISO 16967:2015 using wavelength dispersive RF (using Bruker S8 Tiger RF nalyser) PET Sample preparation SP 6 COL ND COL POWDER Major Elemental Oxides C36: Major Elemental Oxides and Chlorine in Solid Fuels, Solid Biofuels and Solid Recovered Fuels using wave dispersive RF (Bruker S8 tiger RF nalyser) COL and MNUFCTURED SOLID FUELS Manual sampling SP 23 based on ISO 18283:2006 C, D SOLID BIOFUELS Manual sampling SP 23 based on EN 14778:2011 D Sample preparation Particle size distribution Total moisture Particle size distribution of disintegrated pellets SP 19 based on EN 14780:2017 SP 8 based on BS EN ISO :2016 and :2016 SP 20 based on BS EN ISO :2015 SP 24 based on BS EN ISO 17830:2016, E, F, G, H & I, E, F, G, H & I & E ssessment Manager: JL1 Page 25 of 64

26 SOLID BIOFUELS (cont d) Bulk density SP 25 based on BS EN ISO 17828:2015 & E Moisture in general analysis sample C 2 based on BS EN ISO :2015 sh content C 3 based on BS EN ISO 18122:2015 Volatile matter C 6 based on BS EN ISO 18123:2015 Total Carbon, Hydrogen and Nitrogen C 9 based on BS EN ISO 16948:2015 Calorific value C 11 based on BS EN ISO 18125:2015 Total sulphur C 31 based on BS EN ISO 16994:2016 Mechanical durability of pellets SP 21 based on BS EN ISO :2015 Major Elemental Oxides C36: Major Elemental Oxides and Chlorine using wave dispersive RF (Bruker S8 tiger RF nalyser) Chlorine C36: Major Elemental Oxides and Chlorine using wave dispersive RF (Bruker S8 tiger RF nalyser) SOLID RECOVERED FUELS Sample preparation SP 19 based on EN 15443:2011, F, G & H ssessment Manager: JL1 Page 26 of 64

27 SOLID RECOVERED FUELS (cont d) Total moisture SP 20 based on DD CEN/TS :2010 Moisture in general analysis sample C 2 based on EN :2011 sh content C 3 based on EN 15403:2011 Volatile matter C 6 based on EN 15402:2011 Carbon, Hydrogen and Nitrogen C 9 based on EN 15407:2011 Calorific value C 11 based on EN 15400:2011 Sulphur content C 31 based on EN 15408:2011 Biomass content C 32 based on EN 15440:2011 Chlorine C36: Major Elemental Oxides and Chlorineusing wave dispersive RF (Bruker S8 tiger RF nalyser) WSTE FINES Loss on Ignition DIHM SP19a for sample preparation and DIHM C3a for analysis, both based on HMRC procedure for LOI at 440oC Excise Notice LFT1 and Revenue Scotland SLFT2006 End of Energy Services oratories ssessment Manager: JL1 Page 27 of 64

28 Glasgow oratory GGREGTES Ten per cent fines value - dry - particle size 10 mm and greater BS :1990 Ten per cent fines value - soaked - particle size 10 mm and greater BS :1990 Frost-heave BS :2009 Uniformity coefficient ( ) Sampling stockpiles of fine aggregates by hand Sampling stockpiles of coarse aggregates by hand Particle size distribution - sieving method BS :1992 (withdrawn) BS EN 932-1:1997 BS EN 932-1:1997 BS EN 933-1:2012 Flakiness index BS EN 933-3:2012 Micro-Deval coefficient BS EN :2011 Resistance to fragmentation by the Los ngeles test method BS EN :2010 Water content BS EN :2008 Particle density and water absorption - pyknometer method for aggregate particles between 4 mm and 31,5 mm Particle density and water absorption - pyknometer method for aggregate particles between 0,063 mm and 4 mm BS EN :2013 BS EN :2013 Polished stone value BS EN :2009 ggregate abrasion value BS EN :2009 ssessment Manager: JL1 Page 28 of 64

29 GGREGTES (cont d) Magnesium sulfate test - aggregate particles between 0,30 mm and 28 mm BS EN :2009 Drying shrinkage BS EN :2008 Frost heave Specification for Highway Works, HMSO November 2009 Clause 801 BITUMINOUS MTERILS Needle penetration - 25 C BS EN 1426:2007 Bitumen recovery: rotary evaporator BS EN : 2013 BITUMINOUS MITURES for roads and other paved areas Protocol for determining the design binder content of designed HR surface course mixtures BS :2010 nnex H Soluble binder content by difference, using bottle rotation machine and pressure filter BS EN :2012 Soluble binder content by recovery, using bottle rotation machine, bucket centrifuge type 1 and volume calculation BS EN :2012 Particle size distribution BS EN :2002 Maximum density - volumetric procedure Bulk density - dry - saturated surface dry (SSD) - sealed specimen - by dimensions BS EN :2009 BS EN :2012 ir voids content BS EN :2003 Percentage of the voids in the mineral aggregate filled with binder (VFB) Conventional refusal density - vibratory compaction BS EN :2003 BS EN :2002 ssessment Manager: JL1 Page 29 of 64

30 BITUMINOUS MITURES for roads and other paved areas (cont d) Percentage refusal density (PRD) - vibratory compaction BS EN :2002 Measurements of temperature - in a lorry - of laid materials - in a heap BS EN :2000 Stiffness - test applying indirect tension to cylindrical specimens (IT-CY) BS EN :2004 nnex C Sampling from the material around the augers of the paver BS EN :2001 Sampling of laid and compacted materials by coring BS EN :2001 Sampling coated chippings from stockpiles BS EN :2001 Preparation of samples for determining binder content, water content and grading BS EN :2001 / Determination of the dimensions of a bituminous sample BS EN :2002 Specimen preparation by impact compactor with wooden pedestal BS EN :2012 oratory compaction of bituminous mixtures by vibratory compaction BS EN :2003 oratory mixing BS EN :2004 Resistance to permanent deformation - unconfined dynamic loading (RLT) Resistance to permanent deformation - unconfined dynamic loading under vacuum (VRLT) BS DD 226:1996 (withdrawn) BS DD 226:1996 (withdrawn) modified in accordance with TRL P 3287/97 ssessment Manager: JL1 Page 30 of 64

31 BITUMINOUS ROD SURFCING In-situ density - nuclear method No DIHM 120 based upon TRRL SR 754:1982 Rate of spread of chippings for mechanical chipping spreaders BS 598-1:2011 CONCRETE - fresh Sampling fresh concrete on site - composite sample - spot sample BS EN :2009 Slump BS EN :2009 Making cubic specimens for strength tests includes curing BS EN :2009 / Temperature No DIHM 205 CONCRETE - hardened Compressive strength of cubes - including curing BS EN :2009 BS EN :2009 Density BS EN :2009 Shape and Dimensions BS EN :2012 Taking cores BS EN :2009 Cored specimens - examining and testing in compression BS EN :2009 PVED SURFCES Measurement of material depths and sampling by coring No DHIM 110 On-site Sampling Procedure based on the New Roads and Street Works ct (1991) (Specification for the Reinstatement of Openings in Highways) 3rd edition: pril 2010 and Scottish 2nd edition: Oct 2003 ROD PVEMENT SURFCES Texture depth by the sand-patch method BS :2000 (withdrawn) ssessment Manager: JL1 Page 31 of 64

32 ROD PVEMENT SURFCES (cont d) Pavement surface macrotexture depth using a volumetric patch technique BS EN :2010 Surface regularity using a rolling straight-edge DIHM 121, Specification for Highway Works, HMSO November 2016, Clause 702 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 density - gas jar 8.2 Particle size distribution - wet sieving Particle size distribution - dry sieving Particle size distribution - sedimentation by the hydrometer method Resistivity: Wenner probe method Dry density/moisture content relationship (2.5 kg rammer) Dry density/moisture content relationship (4.5 kg rammer) Dry density/moisture content relationship (vibrating hammer) 9.5 BS :1990 BS :1990 BS :1990 BS :1990 ssessment Manager: JL1 Page 32 of 64

33 SOILS for civil engineering purposes (cont d) Moisture condition value (MCV) BS :1990 MCV - natural moisture content BS :1990 / MCV/moisture content relation BS :1990 California Bearing Ratio (CBR) BS :1990 In-situ density - sand replacement method (large pouring cylinder) In-situ density - core cutter method In-situ bulk density - nuclear method - comparative tests In-situ bulk density - nuclear method - absolute tests In-situ bulk density - nuclear method - compliance tests Vertical deformation and strength characteristics by the incremental plate loading test In-situ California Bearing Ratio (CBR) Determination of equivalent CBR value using the plate bearing test Moisture condition value (MCV) DIHM 301, Design Manual for Roads and Bridges. Volume 7:Pavement Design and Maintenance. IN 73/06 Rev 1 (2009):Foundations Specification for Highway Works, HMSO November 2006 Clause 632TS TRL Report 273:1997 ssessment Manager: JL1 Page 33 of 64

34 SOILS for civil engineering purposes (cont d) Effective angle of internal friction and effective cohesion of earthworks materials Specification for Highway Works, HMSO March 1998 Clause 636 Natural moisture content MCV Specification for Highway Works, HMSO November 2006 Clause 632TS TRL Report 273:1997 Dynamic cone penetrometer No DIHM 302 UNBOUND and HYDRULICLLY BOUND MITURES oratory reference density and water content - vibrating hammer BS EN :2003 End of Glasgow oratory ssessment Manager: JL1 Page 34 of 64

35 Maidstone oratory CONCRETE - fresh Curing cubic specimens for strength tests BS EN :2009 CONCRETE - hardened Curing cubic specimens for strength tests BS EN :2009 SOILS for civil engineering purposes Moisture content - oven drying method End of Maidstone oratory ssessment Manager: JL1 Page 35 of 64

36 Newcastle oratory GGREGTES Water content BS EN :2008 CONCRETE - fresh Curing cubic specimens for strength tests BS EN :2009 CONCRETE - hardened Compressive strength of cubes - including curing BS EN :2009 BS EN :2009 Density BS EN :2009 Shape and Dimensions BS EN :2012 MORTRS, SCREEDS and PLSTERS Compressive strength - including curing BS :1998 (withdrawn) SOILS for civil engineering purposes Moisture content - oven drying method End of Newcastle oratory ssessment Manager: JL1 Page 36 of 64

37 Oldbury oratory CONCRETE - hardened Taking cores BS EN :2009 Carbonation BRE Digest 405:May 1995 Drilling for dust samples BRE IP 21/86 CONCRETE - reinforced of reinforcement BS :1988 Half-cell potential of uncoated reinforcing steel in concrete STM C Visual and hammer survey of concrete structures No DIHM 403 Resistivity DIHM 406 (excluding results interpretation) PVED SURFCES Drilling of concrete and bituminous cores No.DIHM 501 BITUMINOUS MITURES for roads and other paved areas Determination of the thickness of a bituminous pavement - destructive BS EN :2003 End of Oldbury oratory ssessment Manager: JL1 Page 37 of 64

38 St lbans oratory CONCRETE - hardened Flexural strengths (first peak, ultimate and residual) of fibre reinforced beam specimens of sprayed concrete BS EN :2006 Flexural tensile strength (limit of proportionality (LOP), residual) of metallic fibre concrete BS EN 14651: :2007 METLS, LLOYS and METL PRODUCTS Tensile testing (ambient temperature: loads from 5 to 600 kn) BS EN ISO :2016 BS 44-1: section 1:1966 (withdrawn) Charpy impact (77 K and 129 K to ambient) BS EN ISO 148-1:2016 Izod impact BS 131-1:1961 Brinell hardness (HBW 1/30) Vickers hardness (HV10, HV30) Low force Vickers hardness (HV 0.3, HV0.5, HV1) BS EN ISO :2014 BS EN ISO :2005 BS EN ISO :2005 Bend BS EN ISO 7438:2016 Case depth BS 6286:1982 BS EN ISO 2639:2002 BS EN 10328:2005 Machined surfaces Metallurgical examination of laser cut surfaces and electrodischarge machined surfaces Documented In-house Methods E5TP008.1 and E5TP008.2 ssessment Manager: JL1 Page 38 of 64

39 METLS, LLOYS and METL PRODUCTS Carbon and sulphur No E5TP009.5 using combustion and infra-red absorption techniques Carbon and low alloy steels Elemental analysis: C, Si, Mn, S, P, l, B, Co, Cr, Cu, Mo, Nb, Ni, Pb, Sn, Ti, V, W s No E5TP009.1 and E5TP009.2 using optical emission spectroscopy Nitrogen No TP15-MET using inert gas fusion technique Stainless steels Elemental analysis: C, Si, Mn, S, P, Cr, Cu, Mo, Nb, Ni, Ti, V s No E5TP009.1 and E5TP009.3 using optical emission spectroscopy Carbon and sulphur No E5TP009.5 using combustion and infra-red absorption techniques Nitrogen No TP15 - MET using inert gas fusion technique ustenitic stainless steels ccelerated corrosion BS EN ISO :1998 STM , Practice E luminium alloys Elemental analysis: Si, Mn, Cr, Cu, Fe, Mg, Ni, Pb, Sn, Ti, Zn, Zr s No E5TP009.1 and E5TP009.4 using optical emission spectroscopy ssessment Manager: JL1 Page 39 of 64

40 WELDMENTS Tests designated in specified welding codes: Steel and aluminium alloys Bend, fracture, macro-examination, micro-examination, visual examination BS EN ISO 5173: : 2011 BS EN ISO 5817: 2014 BS EN ISO :2004 BS EN ISO 17637:2016 BS EN ISO : 2017 BS EN ISO 9017:2013 BS EN ISO 17639:2013 BS :1982(1995) BS :1976(1995) BS 7123:1989 (withdrawn) luminium alloys, magnesium alloys, steels, nickel alloys, copper alloys, titanium alloys Bend, tensile, micro-examination, visual examination BP Issue 6 Be R Issue 1 BCR Subsection.8 Chapter 8-10 Micro-examination, visual examination, bend, fracture and macroexamination RPS 912 Issue 18 Sept 2016 ISO 24394: :2012 luminium alloys, magnesium alloys, steels, nickel alloys, titanium alloys Bend, tensile, micro-examination, visual examination WHPS 455 Issue luminium alloys, cobalt alloys, magnesium alloys, nickel alloys, steels and titanium alloys Bend, macro-examination, visual examination NSI/WS D17.1/D17.1M:2010 Carbon steel and stainless steel reinforcing bars for the reinforcement of concrete Tensile and rebend up to and including 32 mm diameter BS 4449: :2016 BS 4449:1997 (withdrawn) BS 6744:2016 BS EN ISO :2010 Fatigue up to and including 16 mm diameter BS 4449: :2016 BS 4449:1997 (withdrawn) BS 6744:2016 BS EN ISO :2010 Projected rib area Relative rib area BS 4449: :2016 BS 4449:1997 (withdrawn) BS 6744:2016 BS EN ISO :2010 ssessment Manager: JL1 Page 40 of 64

41 Mechanical splices, (couplers) for reinforcement of concrete Tensile Determination of permanent offset up to and including 32 mm diameter No TP6-MET Welded fabrics for the reinforcement of concrete Weld shear test BS EN ISO :2010 Wire rod and wires Tensile and rebend BS EN ISO :2010 SLTE Length and width and the deviation from the specified length and width BS EN :2011 mount by which the edges deviate from a straight edge BS EN :2011 Rectangularity of slates BS EN :2011 Thickness of individual slates BS EN :2011 Deviation from flatness BS EN :2011 Modulus of rupture, and characteristic modulus of rupture BS EN :2011 Water absorption BS EN :2011 pparent calcium carbonate and non carbonate carbon content by catalytic thermal decomposition Sulfur dioxide exposure for slates with a calcium carbonate content less than or equal to 20 % BS EN :2011 BS EN :2011 Thermal cycle BS EN :2011 End of St lbans oratory ssessment Manager: JL1 Page 41 of 64

42 Stockton-on-Tees oratory CONCRETE structures, walls and piles Integrity testing of concrete deep foundations by ultrasonic crosshole testing STM D FOUNDTION PILES High-strain dynamic testing of deep foundations STM D Low strain impact integrity testing of deep foundations STM D Static maintained load test DIHM MS01 based on ICE Specification for Piling Edition 2:2007 End of Stockon-on-Tees oratory ssessment Manager: JL1 Page 42 of 64

43 Uxbridge oratory GGREGTES Ten per cent fines value - dry - particle size 10 mm and greater BS :1990 Ten per cent fines value - soaked - particle size 10 mm and greater BS :1990 Frost-heave BS :2009 Uniformity coefficient ( ) Sampling stockpiles of fine aggregates by hand Sampling stockpiles of coarse aggregates by hand Particle size distribution - sieving method Percentage of crushed and broken surfaces in coarse aggregate particles Constituents of coarse recycled aggregate Resistance to fragmentation by the Los ngeles test method BS :1992 (withdrawn) BS EN 932-1:1997 BS EN 932-1:1997 BS EN 933-1:2012 BS EN 933-5:1998 BS EN :2009 BS EN :2010 Water content BS EN :2008 Uniformity coefficient BS EN ISO :2004 Frost heave Specification for Highway Works, HMSO November 2009 Clause 801 ssessment Manager: JL1 Page 43 of 64

44 BITUMINOUS MITURES for roads and other paved areas Temperature of bituminous mixtures in the hopper of a paver BS :1990 (withdrawn) Temperature of bituminous mixtures in laid-but-not-rolled material BS :1990 (withdrawn) Sampling from the material around the augers of the paver BS EN :2001 Sampling of workable material in heaps BS EN :2001 Sampling coated chippings from stockpiles BS EN :2001 BITUMINOUS ROD SURFCING In-situ density - nuclear method No DIHM 120based upon TRRL SR 754:1982 CONCRETE - fresh Sampling fresh concrete on site - composite sample - spot sample BS EN :2009 Slump BS EN :2009 Flow BS EN :2009 Density BS EN :2009 ir content - pressure gauge method Self-compacting concrete - slump-flow test Making cubic specimens for strength tests Curing cubic specimens for strength tests Making and curing concrete test specimens in the field BS EN :2009 BS EN :2010 BS EN :2009 BS EN :2009 STM C31/C31M-12 / / / ssessment Manager: JL1 Page 44 of 64

45 CONCRETE fresh (cont d) Temperature No DIHM 205 Compaction Factor BS :1993 (withdrawn) CONCRETE - hardened Depth of carbonation BS :1986 (withdrawn) Compressive strength of cubes - including curing BS EN :2009 BS EN :2009 Flexural strength BS EN :2009 Density BS EN :2009 Shape and Dimensions BS EN :2012 Depth of penetration of water under pressure BS EN :2009 Taking cores BS EN :2009 Cored specimens - examining and testing in compression Use of unbonded caps in determination of compressive strength of hardened concrete cylinders BS EN :2009 STM C1231/C1231M-12 Carbonation BRE Digest 405:May 1995 Drilling for dust samples BRE IP 21/86 of reinforcement BS :1988 Fibre content of fibre reinforced concrete - hardened sample Half-cell potential of uncoated reinforcing steel in concrete BS EN :2006 Method STM C FLOORING Dampness BS 8203:2017, nnex B.4 Soundness BS : :2009 BRE IP 11/84 ssessment Manager: JL1 Page 45 of 64

46 MORTRS, SCREEDS and PLSTERS Sampling from - conveyors, pumps, etc. - small hoppers, bins or heaps BS :1998 (withdrawn) Making test cubes BS :1998 (withdrawn) Compressive strength - including curing BS :1998 (withdrawn) PVED SURFCES Skid resistance value BS : :2013 Drilling of concrete and bituminous cores DIHM 501 Inspection of the reinstatement of openings in highways No DIHM 111 based on the New Roads and Street Works ct (1991) (Specification for the Reinstatement of Openings in Highways) 3rd edition: pril 2010 Determination of Surface Roughness DIHM 504 based on the UK Slip Resistance Group Guidelines Issue 4: 2011 ROD PVEMENT SURFCES Texture depth by the sand-patch method BS :2000 (withdrawn) Pavement surface macrotecture depth using a volumetric patch technique BS EN : 2010 Surface regularity using a rolling straight-edge DIHM 121, Specification for Highway Works, HMSO November 2016, Clause 702 SOILS for civil engineering purposes Moisture content - oven drying method Saturation moisture content of chalk Liquid limit - cone penetrometer ssessment Manager: JL1 Page 46 of 64

47 SOILS for civil engineering purposes (cont d) Liquid limit - cone penetrometer - one point Plastic limit Plasticity index and liquidity index Particle size distribution - wet sieving Particle size distribution - dry sieving Particle density - gas jar 8.2 Particle density - small pyknometer Particle size distribution - sedimentation by the hydrometer method Dry density/moisture content relationship (2.5 kg rammer) Dry density/moisture content relationship (4.5 kg rammer) Dry density/moisture content relationship (vibrating hammer) Moisture condition value (MCV) MCV - natural moisture content BS :1990 BS :1990 BS :1990 BS :1990 BS :1990 / MCV/moisture content relation BS :1990 California Bearing Ratio (CBR) BS :1990 In-situ density -sand replacement method (large pouring cylinder) ssessment Manager: JL1 Page 47 of 64

48 SOILS for civil engineering purposes (cont d) In-situ density - core cutter method In-situ bulk density - nuclear method - comparative tests In-situ bulk density - nuclear method - absolute tests In-situ bulk density - nuclear method - compliance tests Vertical deformation and strength characteristics by the incremental plate loading test In-situ California Bearing Ratio (CBR) Determination of equivalent CBR value using the plate bearing test DIHM 301, Design Manual for Roads and Bridges. Volume 7:Pavement Design and Maintenance. IN 73/06 Rev 1 (2009):Foundations Dynamic cone penetrometer No DIHM 302 UNBOUND and HYDRULICLLY BOUND MITURES oratory reference density and water content - vibrating hammer BS EN :2003 California bearing ratio / immediate bearing index BSEN :2012 Degree of pulverization BS EN :2005 / ssessment Manager: JL1 Page 48 of 64

49 UNBOUND and HYDRULICLLY BOUND MITURES Proctor test for mixtures compacted with a 2,5 kg rammer () in the Proctor mould () using alternative apparatus BS EN :2010 Proctor test for mixtures compacted with a 2,5 kg rammer () in the large Proctor mould (B) using alternative apparatus BS EN :2010 Modified Proctor test for mixtures compacted with a 4,5 kg rammer (B) in the Proctor mould () using alternative apparatus BS EN :2010 Modified Proctor test for mixtures compacted with a 4,5 kg rammer (B) in the large Proctor mould (B) using alternative apparatus BS EN :2010 End of Uxbridge oratory ssessment Manager: JL1 Page 49 of 64

50 Warrington oratory GGREGTES Uniformity coefficient ( ) BS :1992 (withdrawn) Sampling stockpiles of fine aggregates by hand BS EN 932-1:1997 Sampling stockpiles of coarse aggregates by hand BS EN 932-1:1997 Particle size distribution - sieving method BS EN 933-1:2012 Water content BS EN :2008 BITUMINOUS MITURES for roads and other paved areas Temperature of bituminous mixtures in the hopper of a paver BS :1990 (withdrawn) Temperature of bituminous mixtures in laid-but-not-rolled material BS :1990 (withdrawn) Maximum density - volumetric procedure BS EN :2009 Bulk density - dry - saturated surface dry (SSD) - sealed specimen BS EN :2012 ir voids content BS EN :2003 Sampling from the material around the augers of the paver Sampling of laid and compacted materials by coring Sampling coated chippings from stockpiles BS EN :2001 BS EN :2001 BS EN :2001 ssessment Manager: JL1 Page 50 of 64

51 BITUMINOUS MITURES for roads and other paved areas (cont d) Determination of the thickness of a bituminous pavement - destructive BS EN :2003 BITUMINOUS ROD SURFCING In-situ density - nuclear method No DIHM 120 based upon TRRL SR 754:1982 In-situ density - non nuclear method No DIHM 119 CONCRETE - fresh Sampling fresh concrete on site - composite sample - spot sample BS EN :2009 Temperature No DIHM 205 Slump BS EN :2009 Flow BS EN :2009 Making cubic specimens for strength tests BS EN :2009 / Curing cubic specimens for strength tests BS EN :2009 / CONCRETE - hardened Compressive strength of cubes - including curing BS EN :2009 BS EN :2009 Density BS EN :2009 Shape and Dimensions BS EN :2012 Taking cores BS EN :2009 Cored specimens - examining and testing in compression BS EN :2009 HOT BINDER DISTRIBUTORS for road surface dressing Uniformity of transverse distribution of binder (depot tray test) BS 1707:1989 ssessment Manager: JL1 Page 51 of 64

52 MORTRS, SCREEDS and PLSTERS Sampling from - conveyors, pumps, etc. - small hoppers, bins or heaps BS :1998 (withdrawn) Making test cubes BS :1998 (withdrawn) Compressive strength BS :1998 (withdrawn) - including curing PVED SURFCES Drilling of concrete and bituminous cores No DIHM 501 Inspection of the reinstatement of openings in highways No DIHM 111 based on the New Roads and Street Works ct (1991) (Specification for the Reinstatement of Openings in Highways) 3rd edition: pril 2010 ROD PVEMENT SURFCES Pavement surface macrotexture depth using a volumetric patch technique BS EN :2010 Surface regularity using a rolling straight-edge DIHM 121, Specification for Highway Works, HMSO November 2016, Clause 702 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 density - gas jar 8.2 Particle size distribution - wet sieving ssessment Manager: JL1 Page 52 of 64

53 SOILS for civil engineering purposes (cont d) Particle size distribution - dry sieving Particle size distribution - sedimentation by the hydrometer method 9.5 Dry density/moisture content relationship (2.5 kg rammer) BS :1990 Dry density/moisture content relationship (4.5 kg rammer) BS :1990 Dry density/moisture content relationship (vibrating hammer) BS :1990 Moisture condition value (MCV) BS :1990 MCV - natural moisture content BS :1990 / MCV/moisture content relation BS :1990 California Bearing Ratio (CBR) BS :1990 In-situ density - sand replacement method (large pouring cylinder) In-situ density - core cutter method In-situ bulk density - nuclear method - comparative tests In-situ bulk density - nuclear method - absolute tests In-situ bulk density - nuclear method - compliance tests ssessment Manager: JL1 Page 53 of 64