This annex is valid from: to Replaces annex dated: Location(s) where activities are performed under accreditation

Similar documents
LIST OF DAC (17025) ACCREDITED TESTS CONSTRUCTION MATERIALS TESTING. Determination of sulphate content of soil and ground water testing

Geotech Services, X-18, MIDC, Hingna, Nagpur, Maharashtra. Discipline Mechanical Testing Issue Date

Laboratory Certification For. National Engineering Services for Rehabilitation of Afghanistan (NESRA)

KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, EDITION 2007

SECTION AGGREGATES

Recycled Base Aggregates in Pavement Applications

Aggregates in Concrete

STAINLESS STEEL SLAGS IN HYDRAULIC BOUND MIXTURES FOR ROAD CONSTRUCTION, TWO CASE STUDIES IN BELGIUM

Bituminous Pavements and Surfaces

SWINBURNE UNIVERSITY OF TECHNOLOGY

Aggregate Specifications

Schedule of Accreditation issued by United Kingdom Accreditation Service High Street, Feltham, Middlesex, TW13 4UN, UK

ASPHALT WAQTC WAQTC TM 13 (12)

IPWEA/WALGA Specification for the supply of recycled road base

Fundamentals of Concrete

RFP Attachment C - Fee Rate Schedule

Iowa Thickness Design Guide for Low Volume Roads Using Reclaimed Hydrated Class C Fly Ash Bases

Characterizing Engineering Properties of Foundry Sands

THE INFLUENCE OF FINES CONTENT AND PLASTICITY ON THE STRENGTH AND PERMEABILITY OF AGGREGATE FOR BASE COURSE MATERIAL

A. Texas Department of Transportation 2004 Standard Specifications for Construction and Maintenance of Highways, Streets and Bridges (TxDOT).

Recycled aggregates: Guidance for producers and purchasers

DESIGN OF BITUMINOUS MIXTURES

I J C E 4(1) (2012): pp

MATERIAL SPECIFICATION FOR AGGREGATES - MISCELLANEOUS

Full-Depth Reclamation with Cement

Mr. Jody Wall Carolina Stalite P.O. Box 186 Phone: (704)

The Work under this Section consists of performing all operations necessary to complete construction of the leveling course on the prepared subbase.

SERIES 1100 KERBS, FOOTWAYS AND PAVED AREAS

GUIDE SCHEDULE OF SAMPLING & TESTING FOR DESIGN-BUILD PROJECTS BY THE INDEPENDENT QUALITY FIRM (IQF) August 29, 2017

National AustStab Guidelines Pavement design guide for a cement stabilised base layer for light traffic [Version B 31 July 2012]

ITEM 340 DENSE-GRADED HOT-MIX ASPHALT (METHOD)

REPORT STATUS: DATE: Report n :

NLA Test & Measurement 2011 Workshops Roodevallei conference & meeting Hotel 19 th 20 th September 2011

Properties of Concrete as Influenced by Shape and Texture of Fine Aggregate

Recommended Specifications For Portland Cement Pervious Pavement

TESTING SOIL CONDITIONS FOR VEHICLE SECURITY BARRIER TESTS

Recycling Of Concrete Waste Material from Construction Demolition

SECTION 904 AGGREGATES

Index Terms- Copper Slag (CS), Silica Fume (SF), Physical Properties, Compressive Strength, Flexural Strength.

Laboratory Analysis of Fly Ash Mix Cement Concrete for Rigid Pavement.

6. STABILIZED PAVEMENT MATERIALS

FEASIBILITY STUDY ON CONVENTIONAL CONCRETE AND CELLULAR LIGHT WEIGHT CONCRETE (FOAMED CONCRETE)

GUIDE SCHEDULE OF SAMPLING & TESTING FOR DESIGN-BID-BUILD (DBB) PROJECTS MAY 2016

NATURAL POLYMER AS WATERPROOFING COMPOUND IN CEMENT CONCRETE

SECTION 402 PLANT MIX BITUMINOUS SURFACE LEVELING

An Introduction to Soil Stabilization with Portland Cement

Properties of Concrete Incorporating Recycled Post-Consumer Environmental Wastes

Soil Stabilization by using Industrial Waste Material as a Stabilizer

Center for By-Products Utilization

SPECIFICATIONS FOR BRIDGE CONSTRUCTION SECTION 2 BACKFILL. 2.1 General...2-1

Soil Stabilization By Using Fly Ash

Renae Kuehl, PE, SRF Consulting Group Dan Wegman, PE, Braun Intertec Corporation November 2, 2017

Foreword... iii Table of Contents...v List of Figures...vii List of Tables...viii. Chapter 1 : Background...1

International Journal of Scientific & Engineering Research, Volume 4, Issue 4, April ISSN

Effects on Strengths of Cement Mortar When Using Incinerator Bottom Ash as Fine Aggregate

PROTECTION OF ENVIRONMENT BY THE USE OF FLY ASH IN ROAD CONSTRUCTION

Extraction and Sieve Analysis ( µm minus) Forming Marshall Specimens, Field Method

Strength Characteristics of Concrete Mix by Replacing Fine Aggregates with Industrial Sand

STRENGTH PERFORMANCE OF CONCRETE USING BOTTOM ASH AS FINE AGGREGATE

A. Texas Department Transportation 2004 Standard Specifications for Construction of Highways, Streets and Bridges (TxDOT):

PROTECTION OF ENVIRONMENT BY THE USE OF FLY ASH IN ROAD CONSTRUCTION

STUDIES ON MARSHALL AND MODIFIED MARSHALL SPECIMENS BY USING CRMB

Available online at ScienceDirect. Procedia Engineering 145 (2016 ) 66 73

SPECIFICATIONS FOR PRECAST MODULAR BLOCK RETAINING WALL SYSTEM (revised 5/8/7)

Technical Brief. The Versatile Chemical. National Lime Association. Lime-Treated Soil Drying, Modification, and Stabilization

HANDS-ON TRAINING: MATERIALS AND MIX DESIGN

CONSTRUCTION MATERIALS MADE WITH COAL COMBUSTION BY-PRODUCTS. Lihua Wei*, Tarun R. Naik**, and Dean M. Golden***

Concrete. Chapter 10 Properties of Fresh Concrete. Materials of Construction-Concrete 1. Wikipedia.org

A study on the strength and expansion of composite cement mortar with BSSF slag

Partial Replacement of Cement with GGBS in Self Compacting Concrete for Sustainable Construction J.Vengadesh Marshall Raman 1, V.Murali Krishnan 2 1

Mandate M/125 Page 1 sur 16 MANDATE M/125 MANDATE TO CEN/CENELEC CONCERNING THE EXECUTION OF STANDARDISATION WORK FOR HARMONIZED STANDARDS ON

Stabilization of A-6 Lateritic Soil using Cold Reclaimed Asphalt Pavement

CONSTRUCTION AND DEMOLISION WASTE AS A REPLACEMENT OF FINE AGGREGATE IN CONCRETE

Evaluation of Mechanical Properties of Concrete Containing Silica Fume from a Local Source in Pakistan

SUPERPAVE. SUperior PERforming Asphalt PAVEments. History of Hveem Mix Design

DESIGN OF HOT MIX ASPHALT USING BAILEY METHOD OF GRADATION

Characteristics of Bamboo Leaf Ash Stabilization on Lateritic Soil in Highway Construction

EXPERIMENTAL INVESTIGATION ON MECHANICAL PROPERTIES OF LIGHTWEIGHT CONCRETE USING LECA AND STEEL SCRAPS

High Volume Fly Ash Concrete for Paver Blocks Som Nath Sachdeva, Vanita Aggarwal, S. M. Gupta

THE STRENGTH AND STIFFNESS MODULUS OF THIN LAYER HOT MIX ASPHALT CONCRETE AT VARIOUS TEMPERATURE

Properties of Porous Blocks Using Different Sizes of Coarse Aggregate for Pavement

STABILISED SOILS T E C H N I C A L D A T A S H E E T STABILISED SOILS. As subbase or base for roads and other pavements.

Fly ash standards, market strategy and UK practice

DRAFT Guidance Specification for Porous or Dense-Graded Asphalt Pavement Structures for Storm Water Management Revised July 28, 2016

Experimental Investigation on High Performance Concrete Using Silicafume And Flyash

SECTION RIPRAP, BOULDERS, AND BEDDING

The procedures that are currently being used for classification of fly ash are

CHAPTER 1 INTRODUCTION

An Introduction to Soil Stabilization for Pavements

Technical references for mortar and associated topics

IMS INSTITUTE PROVIDER PROGRAMME FOR 2018

SECTION 2200 PAVING CITY OF BLUE SPRINGS, MISSOURI CONSTRUCTION SPECIFICATIONS

Section 25 Aggregate Subbase

EFFECT OF COPPER SLAG AS A SAND REPLACEMENT ON THE PROPERTIES OF CONCRETE

MICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR SUPERPAVE HMA MIXTURES. C&T:CJB 1 of 5 C&T:APPR:SJP:DBP: FHWA:APPR:

Experimental Study on Partial Replacement of Natural Sand with M- Sand and Cement with Lime Stone Powder

CBR of Soaked Clay Drained by Sandy Layer

Saw Dust Ash as Partial Replacement for Cement in the Production of Sandcrete Hollow Blocks

Transcription:

This annex is valid from: 16-08-2017 to 01-08-2020 Replaces annex dated: 23-05-2016 Vlamoven 41 6826 TM Arnhem The Netherlands Location(s) where activities are performed under accreditation Head Office Location Abbreviation/ location code Main Location Vlamoven 41 6826 TM Arnhem The Netherlands Veurse Achterweg 10 2264 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 933-1 T.103xxFuL RAW 2010 test 35 and RAW 2015 test 35 3 Flake index NEN-EN 933-3 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

4 Granular Materials Specific gravity T.105xxFuL NEN-EN 1097-6 5 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 13286-2. Annex B NEN-EN 14227-2. Annex D NEN-EN 1097-2 NEN-EN 933-5 / 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 39 10 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 12697-36 12 Bituminous materials Degree compaction asphalt. RAW 2010 test 66.1 and RAW 2015 test 66 13 Determination the bulk density bituminous specimens 14 Determination the specific gravity bituminous materials 15 Determination voids characteristics bituminous specimens NEN-EN 12697-6 method A and B and D NEN-EN 12697-5 NEN-EN 12697-8 16 Soluble binder content asphalt NEN-EN 12697-1 (B.1.3) Dutch Accreditation Council RvA Page 2 8

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 11.3 18 Asphalt cores Classification construction layers and layer thickness pavement materials RAW 2015 test 77.1 19 Bituminous materials PAC-detection by means the PACmarker T011xxFuL RAW 2015 test 77.2 20 Semi-kwantative PAC-detection by means Thin Layer Chromatography (TLC) T011xxFuL RAW 2015 test 77.3 21 Granular material Fulvic acid test RAW 2010 test 19 and RAW 2015 test 19 22 Suitability sand for use in sand cement RAW 2010 test 16 and RAW 2015 test 16 23 Cement stabilised soil cores Compressive strength a core from a stabilised foundation layer RAW 2010 test 18 and RAW 2015 test 18 24 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 32 27 Granular Material / Determination fines passing 63 µm sieve and fraction finer than 2 µm RAW 2010 test 29 and RAW 2015 test 29 28 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

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 36 31 Mass loss soil when treated with hydrochloric acid RAW 2010 test 37 and RAW 2015 test 37 32 Acidity (ph-kci) RAW 2010 test 27 and RAW 2015 test 27 33 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

40 Bentonite Determination the fineness bentonite by means the air jet sieve analysis CUR Recommendation 33 41 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 13286-2. / / 44 Standard and modified C.B.R. test RAW 2010 test 106, RAW 2015 test 98 and NEN-EN 13286-47 45 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 95 48 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 D422 51 Classification soil samples T.050xxFuL NEN 5104 / / Dutch Accreditation Council RvA Page 5 8

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 7.2 57 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

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 1097-7 69 Determination setting times T.109xxFuL NEN-EN 196-3 70 Soundness test T.109xxFuL NEN-EN 196-3 71 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 1744-1, 15.1 W.4.648x NEN-EN 1097-3 NEN-EN 1097-5 74 Mortar Composition mortar T.110xxFuL NEN-EN 196-1 75 Determination strength T.110xxFuL NEN-EN 196-1 76 Fly ash Determination Activity index T.110xxFuL NEN-EN 450-1 77 Mortar Determination consistence fresh mortar (by flow table) 78 Concrete Making and curing specimens for strength tests T.109xxFuL NEN-EN 1015-3 T.108xxFuL NEN-EN 12390-2 79 Density hardened concrete T.108xxFuL NEN-EN 12390-7 Dutch Accreditation Council RvA Page 7 8

80 Compressive strength test specimens T.108xxFuL NEN-EN 12390-3 81 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 12390-6 T.108xxFuL NEN-EN 12390-8 T.108xxFuL NEN-EN 12390-5 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