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1 This annex is valid from: to Replaces annex dated: Vlamoven TM Arnhem The Netherlands Location(s) where activities are performed under accreditation Head Office Location Abbreviation/ location code Main Location Vlamoven TM Arnhem The Netherlands Veurse Achterweg SG Leidschendam The Netherlands 1 Granular Materials Particle size distribution (sieve analysis) including percentage passing the 63 µm sieve 2 Constituents granulate for stone mixture base layers and reclaimed asphalt for bound sub-bases NEN-EN T.103xxFuL RAW 2010 test 35 and RAW 2015 test 35 3 Flake index NEN-EN This annex has been approved by the Board the Dutch Accreditation Council, on its behalf, J.A.W.M. de Haas Director Operations 1 If there is a referral to a scope (Sxxx), this constitutes a scheme an accepted scheme owner. The accepted version is mentioned on the concerning scope the scheme owner. Dutch Accreditation Council RvA Page 1 8
2 4 Granular Materials Specific gravity T.105xxFuL NEN-EN Proctor density granular sub-base material (single point proctor test) 6 Increase in CBR value granular subbase material 7 Determination resistance against abrasion (Los Angeles test) 8 Content round and unbroken pieces stone T.012xxFuL RAW 2010 test 10, RAW 2015 test 10 and NEN-EN Annex B NEN-EN Annex D NEN-EN NEN-EN / 9 Municipal Incinerator Bottom Ash (MIBA) Aggregates Sorting test to determine metal content Municipal Incinerator Bottom Ash (MIBA) Aggregates T.103xxFuL RAW 2010 test 39 and RAW 2015 test Asphalt cores Determination layer thickness (pavements) 11 Determination the thickness a bituminous pavement RAW 2010 test 53 and RAW 2015 test 53 RAW 2010 test 64, RAW 2015 test 64 and NEN-EN Bituminous materials Degree compaction asphalt. RAW 2010 test 66.1 and RAW 2015 test Determination the bulk density bituminous specimens 14 Determination the specific gravity bituminous materials 15 Determination voids characteristics bituminous specimens NEN-EN method A and B and D NEN-EN NEN-EN Soluble binder content asphalt NEN-EN (B.1.3) Dutch Accreditation Council RvA Page 2 8
3 17 Bituminous materials Determination particle size distribution RAW 2010 test 11.1, 11.2 and 11.3 and RAW 2015 test 11.1, 11.2 and Asphalt cores Classification construction layers and layer thickness pavement materials RAW 2015 test Bituminous materials PAC-detection by means the PACmarker T011xxFuL RAW 2015 test Semi-kwantative PAC-detection by means Thin Layer Chromatography (TLC) T011xxFuL RAW 2015 test Granular material Fulvic acid test RAW 2010 test 19 and RAW 2015 test Suitability sand for use in sand cement RAW 2010 test 16 and RAW 2015 test Cement stabilised soil cores Compressive strength a core from a stabilised foundation layer RAW 2010 test 18 and RAW 2015 test Granular material Required cement content for soil cement stabilisation 25 Asphalt granulate Amount foreign matter in recycled asphalt granulate 26 Required cement content for bound recycled asphalt granulate RAW 2010 test 17 and RAW 2015 test 17 T.103xxFuL RAW 2010 test 88 and RAW 2015 test 88 RAW 2010 test 32 and RAW 2015 test Granular Material / Determination fines passing 63 µm sieve and fraction finer than 2 µm RAW 2010 test 29 and RAW 2015 test Loss on ignition, organic matter content and CaCO 3 - content RAW 2010 test 28 and RAW 2015 test 28 / Dutch Accreditation Council RvA Page 3 8
4 29 Granular Material / Plasticity index(pi) soil T.065xxFuL RAW 2010 test 14 and RAW 2015 test 14 / 30 Content organic substance in soil RAW 2010 test 36 and RAW 2015 test Mass loss soil when treated with hydrochloric acid RAW 2010 test 37 and RAW 2015 test Acidity (ph-kci) RAW 2010 test 27 and RAW 2015 test Bentonite Water absorption bentonite T.105xxFuL 34 Methylene blue value bentonite CUR Recommendation 33 test A CUR Recommendation 33 test B 35 Sand/bentonite (polymere) Determination the bentonite content sand / bentonite mixtures CUR Recommendation 33 test D 36 Sand/bentonite (polymere) Determination the bentonite content sand / bentonite (polymere) mixtures KIWA BRL 1148, III / 1153, VI 37 Mix quality sand bentonite mixtures CUR Recommendation 33 test E 38 Mix quality sand bentonite polymere mixtures 39 Mineral Liners Permeability mineral liners (constant head method) KIWA BRL 1148 / 1153 T.106xxFuL KIWA BRL 1148, IV / 1153, VII or CUR Recommendation test G Dutch Accreditation Council RvA Page 4 8
5 40 Bentonite Determination the fineness bentonite by means the air jet sieve analysis CUR Recommendation Granular Material / Particle size distribution (sieve analysis) RAW 2010 test 11 and RAW 2015 test 11 / 42 Particle size distribution (sieve analysis) including percentage passing the 63 µm sieve 43 Relationship between moisture content and density road embankment or subbase material (proctor test) RAW 2010 test 2 and RAW 2015 test 2 T.012xxFuL RAW 2010 test 9, RAW 2015 test 9 and NEN-EN / / 44 Standard and modified C.B.R. test RAW 2010 test 106, RAW 2015 test 98 and NEN-EN Conductivity (EC) RAW 2000 test 122 and RAW 2015 test 4 46 Permeability soil Permeability (standard test) 47 Permeability at 95% the maximum proctor density T.106xxFuL RAW 2010 test 13 and RAW 2015 test 13 T.106xxFuL RAW 2010 test 103 and RAW 2015 test s, geotechnical testing Determination unit weight and water content T.050xxFuL in house method / 49 Granular Material / Particle size distribution (aerometer test) RAW 2010 test 1 and RAW 2015 test 1 / 50 Particle size distribution (sieve analysis) BS 1377: part 2: 1990 and ASTM D Classification soil samples T.050xxFuL NEN 5104 / / Dutch Accreditation Council RvA Page 5 8
6 52 Sample description and classification T.061xxFuL BS 5930 and ASTM D-2488 / 53 Granular Material / Determination specific gravity (pycnometer method) T.105xxFuL NEN 5111 / 54 Determination specific gravity (pycnometer method) 55 Undrained shear strength soils by means the torvane and pocket penetrometer T.105xxFuL BS 1377: part 2: 1990 clause 8.3 T.063.xx.FuL in house method / / 56 Determination unit weight T.062xxFuL BS 1377: part 2: clause Determination water content T.101xxFuL NEN 5112, ASTM D2216, BS 1377 part 2 / / 58 Atterberg limits; determination liquid limit and plastic limit (Casagrande method) 59 Atterberg limits; determination liquid limit and plastic limit (Casagrande method) T.065xxFuL BS 1377 part clause 4.5, 4.6, 5 T.065xxFuL ASTM D4318 / / 60 Loss on ignition BS 1377: part 3 / 61 Determination organic matter content on a mass basis in soil and sediment as loss-on-ignition 62 Determination ash content and organic matter peat 63 Determination calcium carbonate, pressure measurement 64 One dimensional consolidation properties soil NEN 5754 conforming ASTM D2974 in house method T.051xxFuL NEN 5118 / / / Dutch Accreditation Council RvA Page 6 8
7 65 Unconsolidated undrained triaxial test (UU) T.073-4xx.FuL NEN 5117, ASTM D2850, BS 1377 part 7: 8 / 66 Granular Material / Consolidated undrained triaxial test (CU) T.074-4xxFuL NEN 5117 / 67 Consolidated drained triaxial test (CD) T.074-5xxFuL NEN 5117 / 68 Cement Determination the particle density filler, pycnometer method T.105xxFuL NEN-EN Determination setting times T.109xxFuL NEN-EN Soundness test T.109xxFuL NEN-EN Granular material Determination potential presence humus 72 Determination loose bulk density and voids 73 Determination the water content by drying in a ventilated oven NEN-EN , 15.1 W.4.648x NEN-EN NEN-EN Mortar Composition mortar T.110xxFuL NEN-EN Determination strength T.110xxFuL NEN-EN Fly ash Determination Activity index T.110xxFuL NEN-EN Mortar Determination consistence fresh mortar (by flow table) 78 Concrete Making and curing specimens for strength tests T.109xxFuL NEN-EN T.108xxFuL NEN-EN Density hardened concrete T.108xxFuL NEN-EN Dutch Accreditation Council RvA Page 7 8
8 80 Compressive strength test specimens T.108xxFuL NEN-EN Concrete Tensile splitting strength test specimens 82 Depth penetration water under pressure 83 Flexural strength test specimens, loading by a centre-point load In-situ tests T.108xxFuL NEN-EN T.108xxFuL NEN-EN T.108xxFuL NEN-EN Annex A 84 Granular Material / Determination density sand in-situ; Core cutter method T.010xxFuL RAW 2010 test 6 and RAW 2015 test 6 85 Determination density sand and granular sub-base materials in-situ; gravel replacement method 86 Determination density and degree compaction sand and / or granular sub-base materials in-situ; nuclear method T.010xxFuL RAW 2010 test 7 and RAW 2015 test 7 T.010xxFuL RAW 2015 test 3 and 8 Dutch Accreditation Council RvA Page 8 8
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