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

Size: px
Start display at page:

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

Transcription

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

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

LIST OF DAC (17025) ACCREDITED TESTS CONSTRUCTION MATERIALS TESTING. Determination of sulphate content of soil and ground water testing LIST OF DAC (17025) ACCREDITED TESTS CONSTRUCTION MATERIALS TESTING WATER: Material / Product Description Chemical Water Determination of ph Value 02 Chemical Water Determination of sulphate content of

More information

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

Geotech Services, X-18, MIDC, Hingna, Nagpur, Maharashtra. Discipline Mechanical Testing Issue Date Last Amended on 11.01.2014 Page 1 of 14 I. BUILDING MATERIALS 1. Soil / Rock Plate Load Test IS 1888 1982 (Reaffirmed-2007) Cyclic Plate Load Test IS 5249 1992 Clause 6 (Reaffirmed-2010) Load Test On In-Situ

More information

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

Laboratory Certification For. National Engineering Services for Rehabilitation of Afghanistan (NESRA) Laboratory Certification For National Engineering Services for Rehabilitation of Afghanistan (NESRA) Lab ID: LCP-004 Issue date: Feb 15 th, 2018 Expiry date: Aug 14 th, 2018 This extension letter confirms

More information

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

KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, EDITION 2007 Sheet 1 of 6 KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, EDITION 2007 Delete SECTION 2501 and replace with the following: SECTION 2501 PART V 2501.1 GENERAL In

More information

SECTION AGGREGATES

SECTION AGGREGATES SECTION 32 05 00 AGGREGATES PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Aggregate base 2. Engineered fill 3. Backfill 4. Fine filter aggregate (non-frost susceptible fill) 5. Riprap 6. Recreational

More information

Recycled Base Aggregates in Pavement Applications

Recycled Base Aggregates in Pavement Applications Recycled Base Aggregates in Pavement Applications Jeffrey S. Melton, Ph.D. Outreach Director, Recycled Materials Resource Center jeffrey.melton@unh.edu The Big Picture Sustainability Nexus of major issues

More information

Aggregates in Concrete

Aggregates in Concrete Aggregates in Concrete Definitions and Importance of Aggregates Aggregate is a rock like material Used in many civil engineering and construction applications including: Portland cement concrete Asphalt

More information

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

STAINLESS STEEL SLAGS IN HYDRAULIC BOUND MIXTURES FOR ROAD CONSTRUCTION, TWO CASE STUDIES IN BELGIUM STAINLESS STEEL SLAGS IN HYDRAULIC BOUND MIXTURES FOR ROAD CONSTRUCTION, TWO CASE STUDIES IN BELGIUM Luc P. De Bock, Hendrik Van den Bergh Belgian Road Research Centre (BRRC), Belgium Abstract This article

More information

Bituminous Pavements and Surfaces

Bituminous Pavements and Surfaces PART ONE Bituminous Pavements and Surfaces Bituminous pavements and surfaces are composed of compacted aggregate and bitumen. The aggregate transmits the load from the surface to the base, takes the abrasive

More information

SWINBURNE UNIVERSITY OF TECHNOLOGY

SWINBURNE UNIVERSITY OF TECHNOLOGY SWINBURNE UNIVERSITY OF TECHNOLOGY Centre for Sustainable Infrastructure Crushed Brick as a Supplementary Material in Cement Treated Crushed Concrete Pavement Applications Swinburne Investigators Arul

More information

Aggregate Specifications

Aggregate Specifications Qualified Aggregate Technician Kentucky Specifications Aggregate Specifications State, FHWA, FAA, Contractor Kentucky Transportation Cabinet 107 Aggregate Size Designations Nominal Maximum Size The largest

More information

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

Schedule of Accreditation issued by United Kingdom Accreditation Service High Street, Feltham, Middlesex, TW13 4UN, UK ccredited to Laboratory locations: Schedule of ccreditation United Kingdom ccreditation Service 21-47 High Street, Feltham, Middlesex, TW13 4UN, UK 18 Halcyon Court St Margaret's Way Huntingdon PE29 6DG

More information

ASPHALT WAQTC WAQTC TM 13 (12)

ASPHALT WAQTC WAQTC TM 13 (12) Volumetric Properties of Hot Mix Asphalt (HMA) WAQTC TM 13 Scope This procedure covers the determination of volumetric properties of plant produced Hot Mix Asphalt, i.e., air voids (V a ), voids in mineral

More information

IPWEA/WALGA Specification for the supply of recycled road base

IPWEA/WALGA Specification for the supply of recycled road base IPWEA/WALGA Specification for the supply of recycled road base Version 1 May 2016 IPWEA/WALGA Specification for the supply of recycled road base FOREWORD These Specifications have been developed by the

More information

Fundamentals of Concrete

Fundamentals of Concrete Components Cement Water Fine Aggregate Coarse Aggregate Fundamentals of Range in Proportions Advantages of Reducing Water Content: Increased strength Lower permeability Fundamentals of Increased resistance

More information

RFP Attachment C - Fee Rate Schedule

RFP Attachment C - Fee Rate Schedule Safety & Training Services Project Manager - CIH, CSP Safety Professional - Certified CHMM Safety Professional - Certified CSP Safety Professional - non-certified Training Professional - Certified Environmental

More information

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

Iowa Thickness Design Guide for Low Volume Roads Using Reclaimed Hydrated Class C Fly Ash Bases Bergeson and Barnes 1998 TRANSPORTATION CONFERENCE PROCEEDINGS 253 Iowa Thickness Design Guide for Low Volume Roads Using Reclaimed Hydrated Class C Fly Ash Bases KENNETH L. BERGESON AND ANDREW G. BARNES

More information

Characterizing Engineering Properties of Foundry Sands

Characterizing Engineering Properties of Foundry Sands Characterizing Engineering Properties of Foundry Sands Craig H. Benson, PhD, PE Recycled Materials Resource Center University of Washington chbenson@u.washington.edu www.recycledmaterials.org Recycled

More information

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

THE INFLUENCE OF FINES CONTENT AND PLASTICITY ON THE STRENGTH AND PERMEABILITY OF AGGREGATE FOR BASE COURSE MATERIAL THE INFLUENCE OF FINES CONTENT AND PLASTICITY ON THE STRENGTH AND PERMEABILITY OF AGGREGATE FOR BASE COURSE MATERIAL Bambang Ismanto SISWOSOEBROTHO Department of Civil Engineering Bandung Institute of

More information

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

A. Texas Department of Transportation 2004 Standard Specifications for Construction and Maintenance of Highways, Streets and Bridges (TxDOT). SECTION 32 01 16 ASPHALT OVERLAY PART 1 - GENERAL 1.1 SCOPE OF WORK A. This Section specifies the requirements for scarifying, grinding, sweeping and repair of existing asphalt concrete pavement to establish

More information

Recycled aggregates: Guidance for producers and purchasers

Recycled aggregates: Guidance for producers and purchasers John Barritt Consulting Ltd. Recycled aggregates: Guidance for producers and purchasers Introduction This guidance document explains the fundamental procedures that must be in place to ensure that recycled

More information

DESIGN OF BITUMINOUS MIXTURES

DESIGN OF BITUMINOUS MIXTURES Test Procedure for DESIGN OF BITUMINOUS MIXTURES TxDOT Designation: Tex-204-F Effective Date: August 2016 1. SCOPE 1.1 Use the methods in this procedure to determine the proper proportions of approved

More information

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

I J C E 4(1) (2012): pp I J C E 4(1) (2012): pp. 77-84 Rasel H. M. *, Rahman M. N. * and Ahmed T. U. * ABSTRACT Waste PVC that has been used previously as mineral water bottles, pipes, electrical fittings etc. are biologically

More information

MATERIAL SPECIFICATION FOR AGGREGATES - MISCELLANEOUS

MATERIAL SPECIFICATION FOR AGGREGATES - MISCELLANEOUS ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS.PROV 1004 NOVEMBER 2012 MATERIAL SPECIFICATION FOR AGGREGATES - MISCELLANEOUS TABLE OF CONTENTS 1004.01 SCOPE 1004.02 REFERENCES 1004.03 DEFINITIONS

More information

Full-Depth Reclamation with Cement

Full-Depth Reclamation with Cement Full-Depth Reclamation with Cement 28th Annual Regional Local Roads Conference David L. Rettner Sr. Vice President American Engineering Testing, Inc. Design Construction Field Testing Performance Types

More information

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

Mr. Jody Wall Carolina Stalite P.O. Box 186 Phone: (704) March 19, 2015 Mr. Jody Wall Carolina Stalite P.O. Box 186 Phone: (704) 279-8614 Gold Hill, North Carolina 28071 Email: jwall@stalite.com Subject: Interim Report of ASTM C330 Dear Mr. Wall: Testing, Engineering

More information

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

The Work under this Section consists of performing all operations necessary to complete construction of the leveling course on the prepared subbase. SECTION 20.22 LEVELING COURSE Article 22.1 General The Work under this Section consists of performing all operations necessary to complete construction of the leveling course on the prepared subbase. Article

More information

SERIES 1100 KERBS, FOOTWAYS AND PAVED AREAS

SERIES 1100 KERBS, FOOTWAYS AND PAVED AREAS MANUAL OF CONTRACT DOCUMENTS FOR HIGHWAY WORKS VOLUME 1 THE SPECIFICATION FOR HIGHWAY WORKS SERIES 1100 KERBS, FOOTWAYS AND PAVED AREAS Contents Clause Title Page 1100 (02/17) General 2 #1101 Precast Concrete

More information

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

GUIDE SCHEDULE OF SAMPLING & TESTING FOR DESIGN-BUILD PROJECTS BY THE INDEPENDENT QUALITY FIRM (IQF) August 29, 2017 GUIDE SCHEDULE OF & TESTING FOR DESIGN-BUILD PROJECTS BY THE INDEPENDENT QUALITY FIRM (IQF) August 29, 2017 Using the Guide Schedule The Independent Quality Firm (IQF) will perform materials sampling at

More information

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

National AustStab Guidelines Pavement design guide for a cement stabilised base layer for light traffic [Version B 31 July 2012] National AustStab Guidelines Pavement design guide for a cement stabilised base layer for light traffic [Version B 31 July 2012] The Association is a non-profit organisation sponsored by organisations

More information

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

ITEM 340 DENSE-GRADED HOT-MIX ASPHALT (METHOD) ITEM 340 DENSE-GRADED HOT-MIX ASPHALT (METHOD) 340.1. Description. Construct a pavement layer composed of a compacted, dense-graded mixture of aggregate and asphalt binder mixed hot in a mixing plant.

More information

REPORT STATUS: DATE: Report n :

REPORT STATUS: DATE: Report n : REPORT: Expanded clay LWA in CEA Lightweight fill and thermal insulation products for civil engineering applications. Installation and structural quality control on site. STATUS: Technical report DATE:

More information

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

NLA Test & Measurement 2011 Workshops Roodevallei conference & meeting Hotel 19 th 20 th September 2011 NLA Test & Measurement 2011 Workshops Roodevallei conference & meeting Hotel 19 th 20 th September 2011 Currents test methods on SABS website Summary of changes for granular methods Grading revisions General

More information

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

Properties of Concrete as Influenced by Shape and Texture of Fine Aggregate American Journal of Applied Scientific Research 2017; 3(3): 28-36 http://www.sciencepublishinggroup.com/j/ajasr doi: 10.11648/j.ajasr.20170303.12 ISSN: 2471-9722 (Print); ISSN: 2471-9730 (Online) Properties

More information

Recommended Specifications For Portland Cement Pervious Pavement

Recommended Specifications For Portland Cement Pervious Pavement Recommended Specifications For Portland Cement Pervious Pavement Foreword Portland Cement Pervious Concrete Pavements have become increasingly popular as a method to meet water quality water run off regulations

More information

TESTING SOIL CONDITIONS FOR VEHICLE SECURITY BARRIER TESTS

TESTING SOIL CONDITIONS FOR VEHICLE SECURITY BARRIER TESTS TESTING SOIL CONDITIONS FOR VEHICLE SECURITY BARRIER TESTS May 2015 Disclaimer Reference to any specific commercial product, process or service by trade name, trademark, manufacturer, or otherwise, does

More information

Recycling Of Concrete Waste Material from Construction Demolition

Recycling Of Concrete Waste Material from Construction Demolition American Journal of Engineering Research (AJER) eissn: 23200847 pissn : 23200936 Volume5, Issue4, pp182191 www.ajer.org Research Paper Open Access Recycling Of Concrete Waste Material from Construction

More information

SECTION 904 AGGREGATES

SECTION 904 AGGREGATES SECTION 904 AGGREGATES 904.01 Aggregates. Aggregates shall consist of natural or manufactured materials produced from but not limited to limestone, dolomite, gravels, sandstones, steel furnace slag (SF),

More information

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

Index Terms- Copper Slag (CS), Silica Fume (SF), Physical Properties, Compressive Strength, Flexural Strength. Effect of Silica Fume on Concrete Containing Copper Slag as Fine Aggregate Muhsin Mohyiddeen 1, MayaT.M. 2 P.G Student 1, Assistant Professor 2, Department of civil Engineering 1, 2, Universal Engineering

More information

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

Laboratory Analysis of Fly Ash Mix Cement Concrete for Rigid Pavement. RESEARCH ARTICLE OPEN ACCESS Laboratory Analysis of Fly Ash Mix Cement Concrete for Rigid Pavement. Er.Amit Kumar Ahirwar 1, Prof. Rajesh Joshi 2, Er. Kapil Soni 3, 1 Scholar M.Tech (Construction, Technology

More information

6. STABILIZED PAVEMENT MATERIALS

6. STABILIZED PAVEMENT MATERIALS 6. STABILIZED PAVEMENT MATERIALS The term soil stabilisation may be defined as the alteration of the properties of an existing soil either by blending (mixing) two or more materials and improving particle

More information

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

FEASIBILITY STUDY ON CONVENTIONAL CONCRETE AND CELLULAR LIGHT WEIGHT CONCRETE (FOAMED CONCRETE) FEASIBILITY STUDY ON CONVENTIONAL CONCRETE AND CELLULAR LIGHT WEIGHT CONCRETE (FOAMED CONCRETE) MR. PAVAN RANMALE Department of Civil Engineering, Subharti Institute of Technology and Engineering, Swami

More information

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

GUIDE SCHEDULE OF SAMPLING & TESTING FOR DESIGN-BID-BUILD (DBB) PROJECTS MAY 2016 GUIDE SCHEDULE OF SAMPLING & TESTING FOR DESIGN-BID-BUILD (DBB) PROJECTS MAY 2016 Using the Guide Schedule Research of sampling and testing rates listed for project tests in the following Guide Schedule

More information

NATURAL POLYMER AS WATERPROOFING COMPOUND IN CEMENT CONCRETE

NATURAL POLYMER AS WATERPROOFING COMPOUND IN CEMENT CONCRETE NATURAL POLYMER AS WATERPROOFING COMPOUND IN CEMENT CONCRETE Remya V 1 and Hima Elizabeth Koshy 2 1,2 Assistant Professor, Department Of Civil Engineering, Mount Zion College of Engineering, Pathanamthitta

More information

SECTION 402 PLANT MIX BITUMINOUS SURFACE LEVELING

SECTION 402 PLANT MIX BITUMINOUS SURFACE LEVELING SECTION 402 PLANT MIX BITUMINOUS SURFACE LEVELING 402.1 Description. This work shall consist of placing, spreading and compacting a bituminous mixture as shown on the plans or as directed by the engineer.

More information

An Introduction to Soil Stabilization with Portland Cement

An Introduction to Soil Stabilization with Portland Cement An Introduction to Soil Stabilization with Portland Cement Course No: G02-012 Credit: 2 PDH J. Paul Guyer, P.E., R.A., Fellow ASCE, Fellow AEI Continuing Education and Development, Inc. 9 Greyridge Farm

More information

Properties of Concrete Incorporating Recycled Post-Consumer Environmental Wastes

Properties of Concrete Incorporating Recycled Post-Consumer Environmental Wastes International Journal of Concrete Structures and Materials Vol.8, No.3, pp.251 258, September 2014 DOI 10.1007/s40069-013-0065-9 ISSN 1976-0485 / eissn 2234-1315 Properties of Concrete Incorporating Recycled

More information

Soil Stabilization by using Industrial Waste Material as a Stabilizer

Soil Stabilization by using Industrial Waste Material as a Stabilizer International Journal of ChemTech Research CODEN (USA): IJCRGG, ISSN: 0974-4290, ISSN(Online):2455-9555 Vol.10 No.8, pp 431-438, 2017 Soil Stabilization by using Industrial Waste Material as a Stabilizer

More information

Center for By-Products Utilization

Center for By-Products Utilization Center for By-Products Utilization DEVELOPMENT AND DEMONSTRATION OF HIGH- CARBON CCPs AND FGD BY-PRODUCTS IN PERMEABLE ROADWAY BASE CONSTRUCTION By Tarun R. Naik and Rudolph N. Kraus Report No. CBU-2002-33

More information

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

SPECIFICATIONS FOR BRIDGE CONSTRUCTION SECTION 2 BACKFILL. 2.1 General...2-1 SPECIFICATIONS FOR BRIDGE CONSTRUCTION SECTION 2 BACKFILL TABLE OF CONTENTS 2.1 General...2-1 2.2 Materials...2-1 2.2.1 Compacted Non-granular Material...2-1 2.2.2 Gravel Material and Crushed Aggregate

More information

Soil Stabilization By Using Fly Ash

Soil Stabilization By Using Fly Ash IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-issn: 2278-1684,p-ISSN: 2320-334X, Volume 10, Issue 6 (Jan. 2014), PP 20-26 Soil Stabilization By Using Karthik.S 1, Ashok kumar.e 2, Gowtham.P

More information

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

Renae Kuehl, PE, SRF Consulting Group Dan Wegman, PE, Braun Intertec Corporation November 2, 2017 BASE STABILIZATION GUIDANCE AND ADDITIVE SELECTION FOR PAVEMENT DESIGN Renae Kuehl, PE, SRF Consulting Group Dan Wegman, PE, Braun Intertec Corporation November 2, 2017 Who is the LRRB? Serves local agencies

More information

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

Foreword... iii Table of Contents...v List of Figures...vii List of Tables...viii. Chapter 1 : Background...1 Foreword... iii Table of Contents...v List of Figures...vii List of Tables...viii Chapter 1 : Background...1 Introduction...1 Asphalt Mixtures... 2 Asphalt Binder Behavior... 2 Mineral Aggregate Behavior...

More information

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

International Journal of Scientific & Engineering Research, Volume 4, Issue 4, April ISSN International Journal of Scientific & Engineering Research, Volume 4, Issue 4, April 2013 281 Geotechnical Behaviour of Fine Sand Mixed with Pond Ash and Lime Shilpi Gupta 1, Prateek Negi 2, Ashok Gupta

More information

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

Effects on Strengths of Cement Mortar When Using Incinerator Bottom Ash as Fine Aggregate World Journal of Engineering and Technology, 2014, 2, 42-47 Published Online September 2014 in SciRes. http://www.scirp.org/journal/wjet http://dx.doi.org/10.4236/wjet.2014.23b007 Effects on Strengths

More information

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

PROTECTION OF ENVIRONMENT BY THE USE OF FLY ASH IN ROAD CONSTRUCTION Global NEST Journal, Vol 10, No 1, pp 108-113, 2008 Copyright 2008Global NEST Printed in Greece. All rights reserved PROTECTION OF ENVIRONMENT BY THE USE OF FLY ASH IN ROAD CONSTRUCTION P. ESKIOGLOU 1,

More information

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

Extraction and Sieve Analysis ( µm minus) Forming Marshall Specimens, Field Method 3.56 COLD IN-PLACE RECYCLING 3.56.1 GENERAL This specification covers the requirements for Cold In-Place Recycling (CIR) which consists of reclaiming the existing asphalt pavement; sizing the reclaimed

More information

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

Strength Characteristics of Concrete Mix by Replacing Fine Aggregates with Industrial Sand International Journal of Scientific and Research Publications, Volume 6, Issue 5, May 2016 729 Strength Characteristics of Concrete Mix by Replacing Fine Aggregates with Industrial Sand Gaurav Sharma *,

More information

STRENGTH PERFORMANCE OF CONCRETE USING BOTTOM ASH AS FINE AGGREGATE

STRENGTH PERFORMANCE OF CONCRETE USING BOTTOM ASH AS FINE AGGREGATE IMPACT: International Journal of Research in Engineering & Technology (IMPACT: IJRET) ISSN(E): 2321-8843; ISSN(P): 2347-4599 Vol. 2, Issue 9, Sep 14, 111-122 Impact Journals STRENGTH PERFORMANCE OF CONCRETE

More information

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

A. Texas Department Transportation 2004 Standard Specifications for Construction of Highways, Streets and Bridges (TxDOT): SECTION 31 32 13.16 CEMENT STABILIZATION PART 1 GENERAL 1.1 SCOPE OF WORK A. This Section pertains to the specifications for cement stabilization of sandy or silty soil and consists of pulverizing, addition

More information

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

PROTECTION OF ENVIRONMENT BY THE USE OF FLY ASH IN ROAD CONSTRUCTION Global NEST Journal, Vol X, No X, pp XX-XX, 2008 Copyright 2008Global NEST Printed in Greece. All rights reserved PROTECTION OF ENVIRONMENT BY THE USE OF FLY ASH IN ROAD CONSTRUCTION P. ESKIOGLOU 1, *

More information

STUDIES ON MARSHALL AND MODIFIED MARSHALL SPECIMENS BY USING CRMB

STUDIES ON MARSHALL AND MODIFIED MARSHALL SPECIMENS BY USING CRMB Int. J. Struct. & Civil Engg. Res. 2014 Sk. Wasim Anwar, 2014 Research Paper ISSN 2319 6009 www.ijscer.com Vol. 3, No. 4, November 2014 2014 IJSCER. All Rights Reserved STUDIES ON MARSHALL AND MODIFIED

More information

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

Available online at  ScienceDirect. Procedia Engineering 145 (2016 ) 66 73 Available online at www.sciencedirect.com ScienceDirect Procedia Engineering 145 (2016 ) 66 73 International Conference on Sustainable Design, Engineering and Construction Optimization of gradation and

More information

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

SPECIFICATIONS FOR PRECAST MODULAR BLOCK RETAINING WALL SYSTEM (revised 5/8/7) Page 1 of 7 STONE STRONG SYSTEMS SPECIFICATIONS FOR PRECAST MODULAR BLOCK RETAINING WALL SYSTEM (revised 5/8/7) PART 1: GENERAL 1.01 Description A. Work includes furnishing and installing precast modular

More information

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

Technical Brief. The Versatile Chemical. National Lime Association. Lime-Treated Soil Drying, Modification, and Stabilization National Lime Association LIME The Versatile Chemical Technical Brief Steps for Mixture Design and Testing for Lime Stabilized Soil Evaluate soil to gain a general understanding of its suitability for

More information

HANDS-ON TRAINING: MATERIALS AND MIX DESIGN

HANDS-ON TRAINING: MATERIALS AND MIX DESIGN Fundamentals of Concrete HANDS-ON TRAINING: MATERIALS AND MIX DESIGN LEARNING OBJECTIVES Upon completing this program, the participant should be able to: 1. Identify the common materials used for concrete

More information

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

CONSTRUCTION MATERIALS MADE WITH COAL COMBUSTION BY-PRODUCTS. Lihua Wei*, Tarun R. Naik**, and Dean M. Golden*** CONSTRUCTION MATERIALS MADE WITH COAL COMBUSTION BY-PRODUCTS Lihua Wei*, Tarun R. Naik**, and Dean M. Golden*** ABSTRACT A research program at the Center for By-Products Utilization, UW-Milwaukee, is being

More information

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

Concrete. Chapter 10 Properties of Fresh Concrete. Materials of Construction-Concrete 1. Wikipedia.org Wikipedia.org Concrete Chapter 10 Properties of Fresh Concrete Materials of Construction-Concrete 1 What is Concrete? Concrete is a composite material that consists of a cement paste within which various

More information

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

A study on the strength and expansion of composite cement mortar with BSSF slag A study on the strength and expansion of composite cement mortar with BSSF slag *Chien-Chih Wang 1), Her-Yung Wang 2), Bo-Tsun Chen 3), Yu-Lun Hsiao 4) and Hui-Ching Hung 4) 1) Department of Civil Engineering

More information

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

Partial Replacement of Cement with GGBS in Self Compacting Concrete for Sustainable Construction J.Vengadesh Marshall Raman 1, V.Murali Krishnan 2 1 SSRG International Journal of Civil Engineering (SSRG-IJCE) volume Issue 3 March 27 Partial Replacement of Cement with GGBS in Self Compacting Concrete for Sustainable Construction J.Vengadesh Marshall

More information

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

Mandate M/125 Page 1 sur 16 MANDATE M/125 MANDATE TO CEN/CENELEC CONCERNING THE EXECUTION OF STANDARDISATION WORK FOR HARMONIZED STANDARDS ON Mandate M/125 Page 1 sur 16 MANDATE M/125 MANDATE TO CEN/CENELEC CONCERNING THE EXECUTION OF STANDARDISATION WORK FOR HARMONIZED STANDARDS ON CReatE AGGREGATES RELATED TO THE FOLLOWING END USES : 01/33

More information

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

Stabilization of A-6 Lateritic Soil using Cold Reclaimed Asphalt Pavement International Journal of Engineering and Technology Volume 4 No. 1, January, 2014 Stabilization of A-6 Lateritic Soil using Cold Reclaimed Asphalt Pavement A. M. Mustapha 1, R. Jibrin 2, N. M. Etsuworo

More information

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

CONSTRUCTION AND DEMOLISION WASTE AS A REPLACEMENT OF FINE AGGREGATE IN CONCRETE CONSTRUCTION AND DEMOLISION WASTE AS A REPLACEMENT OF FINE AGGREGATE IN CONCRETE K Radhika 1, A Bramhini 2 1 PG Scholar, Dept of Civil Engineering, KMM Institute of Technology, Tirupati, Andhra pradesh,

More information

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

Evaluation of Mechanical Properties of Concrete Containing Silica Fume from a Local Source in Pakistan Proceedings of the Pakistan Academy of Sciences: A. Physical and Computational Sciences 54 (2): 119 125 (2017) Copyright Pakistan Academy of Sciences ISSN: 2518-4245 (print), 2518-4253 (online) Pakistan

More information

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

SUPERPAVE. SUperior PERforming Asphalt PAVEments. History of Hveem Mix Design SUPERPAVE SUperior PERforming Asphalt PAVEments History of Hveem Mix Design Hveem mix design was created by Francis Hveem in the 1920 s Basic premise of the design methodology is to coat each aggregate

More information

DESIGN OF HOT MIX ASPHALT USING BAILEY METHOD OF GRADATION

DESIGN OF HOT MIX ASPHALT USING BAILEY METHOD OF GRADATION DESIGN OF HOT MIX ASPHALT USING BAILEY METHOD OF GRADATION Manjunath K.R 1, Poornachandra Dev N.B 2 1 Assistant Professor, Department of Civil Engineering, DSCE, Bangalore, India 2 Student, M.Tech, Highway

More information

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

Characteristics of Bamboo Leaf Ash Stabilization on Lateritic Soil in Highway Construction Characteristics of Bamboo Leaf Ash Stabilization on Lateritic Soil in Highway Construction * Olugbenga O. Amu 1, Akinwole A. Adetuberu 2 1 Senior Lecturer / Civil Engineering Dept., Obafemi Awolowo University,

More information

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

EXPERIMENTAL INVESTIGATION ON MECHANICAL PROPERTIES OF LIGHTWEIGHT CONCRETE USING LECA AND STEEL SCRAPS SSRG Journal of CivilTrends Engineering - Special Issue - April 2017 Conference on Recent in Civil Engineering, Technology and Management EXPERIMENTAL INVESTIGATION ON MECHANICAL PROPERTIES OF LIGHTWEIGHT

More information

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

High Volume Fly Ash Concrete for Paver Blocks Som Nath Sachdeva, Vanita Aggarwal, S. M. Gupta High Volume Fly Ash Concrete for Paver Blocks Som Nath Sachdeva, Vanita Aggarwal, S. M. Gupta Abstract Use of concrete paver blocks is becoming increasingly popular. They are used for paving of approaches,

More information

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

THE STRENGTH AND STIFFNESS MODULUS OF THIN LAYER HOT MIX ASPHALT CONCRETE AT VARIOUS TEMPERATURE THE STRENGTH AND STIFFNESS MODULUS OF THIN LAYER HOT MIX ASPHALT CONCRETE AT VARIOUS TEMPERATURE Abdulhakim Mustafa Elshawesh 1), Ary Setyawan 2), Sholihin As ad 3) Post Graduate Civil Engineering ProgramsUniversitas

More information

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

Properties of Porous Blocks Using Different Sizes of Coarse Aggregate for Pavement Properties of Porous Blocks Using Different Sizes of Coarse Aggregate for Pavement A. H. Nur Hidayah *,a, Md. Nor Hasanan b and P. J. Ramadhansyah c Faculty of Civil Engineering, Department of Geotechnical

More information

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.

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. 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 www.britpave.org.uk BRITPAVE Technical Data Sheet Benefits of Soil Stabilisation Soil

More information

Fly ash standards, market strategy and UK practice

Fly ash standards, market strategy and UK practice Fly ash standards, market strategy and UK practice Lindon K A Sear 1 1 Technical Officer for the United Kingdom Quality Ash Association (UKQAA), Regent House, Bath Avenue, Wolverhampton, West Midlands,

More information

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

DRAFT Guidance Specification for Porous or Dense-Graded Asphalt Pavement Structures for Storm Water Management Revised July 28, 2016 DRAFT Guidance Specification for Porous or Dense-Graded Asphalt Pavement Structures for Storm Water Management Revised July 28, 2016 INTRODUCTION Storm water management is a challenge facing our ever expanding

More information

Experimental Investigation on High Performance Concrete Using Silicafume And Flyash

Experimental Investigation on High Performance Concrete Using Silicafume And Flyash International Journal Of Engineering Research And Development e-issn: 2278-067X, p-issn: 2278-800X, www.ijerd.com Volume 13, Issue 10 (October 2017), PP. 42-49 Experimental Investigation on High Performance

More information

SECTION RIPRAP, BOULDERS, AND BEDDING

SECTION RIPRAP, BOULDERS, AND BEDDING SECTION 31 37 00 RIPRAP, BOULDERS, AND BEDDING PART 1 GENERAL 1.01 SECTION INCLUDES A. The WORK includes excavation, grading, and installation of riprap, boulders, soil riprap, void-filled riprap, and

More information

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

The procedures that are currently being used for classification of fly ash are CHAPTER 2 PROPERTIES AND CLASSIFICATION OF FLY ASH 2.1 Introduction The procedures that are currently being used for classification of fly ash are reviewed. Some of the significant properties so as to

More information

CHAPTER 1 INTRODUCTION

CHAPTER 1 INTRODUCTION CHAPTER 1 INTRODUCTION During the early 1960s, the Virginia Department of Transportation undertook a program to upgrade aggregate materials. The Department felt this was necessary since the highway construction

More information

An Introduction to Soil Stabilization for Pavements

An Introduction to Soil Stabilization for Pavements PDHonline Course C450 (2 PDH) An Introduction to Soil Stabilization for Pavements Instructor: J. Paul Guyer, P.E., R.A., Fellow ASCE, Fellow AEI 2012 PDH Online PDH Center 5272 Meadow Estates Drive Fairfax,

More information

Technical references for mortar and associated topics

Technical references for mortar and associated topics Data sheet 09 CI/SfB Yq4 Issue 9 April 2016 (SUPERSEDES Issue 8 June 2015) Technical References for mortar and associated topics Guide to Technical References in this data sheet Mortar Industry Publications

More information

IMS INSTITUTE PROVIDER PROGRAMME FOR 2018

IMS INSTITUTE PROVIDER PROGRAMME FOR 2018 () PIO TIZ/fm PIO KER/f Type of PT activity domain Period of implementation : testing/ EN 822 EN 825 EN 13, Methods A & thermal C in buildings EN 14 ceramic tiles EN 826 EN 15 length, width, thickness,

More information

SECTION 2200 PAVING CITY OF BLUE SPRINGS, MISSOURI CONSTRUCTION SPECIFICATIONS

SECTION 2200 PAVING CITY OF BLUE SPRINGS, MISSOURI CONSTRUCTION SPECIFICATIONS SECTION 2200 PAVING CITY OF BLUE SPRINGS, MISSOURI CONSTRUCTION SPECIFICATIONS The City of Blue Springs hereby adopts Section 2200 of the Kansas City Metropolitan Chapter of APWA Construction and Material

More information

Section 25 Aggregate Subbase

Section 25 Aggregate Subbase Black text from standard FAA spec Strikeout text deletions from FAA standard spec Blue text additions to FAA standard spec Red text notes to the Engineer/won t appear in spec I. DESCRIPTION A. GRANULAR

More information

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

EFFECT OF COPPER SLAG AS A SAND REPLACEMENT ON THE PROPERTIES OF CONCRETE EFFECT OF COPPER SLAG AS A SAND REPLACEMENT ON THE PROPERTIES OF CONCRETE Momin Aaquib 1, Jha Nilesh 2, Tanveer Ahmed 3, Bhavsar R.S. 4 1,2,3 Dept. of Civil Engg., Brahma Valley College of Engg, Anjaneri

More information

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

MICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR SUPERPAVE HMA MIXTURES. C&T:CJB 1 of 5 C&T:APPR:SJP:DBP: FHWA:APPR: MICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR SUPERPAVE HMA MIXTURES C&T:CJB 1 of 5 C&T:APPR:SJP:DBP:10-03-07 FHWA:APPR:10-05-07 a. Description. This work shall consist of furnishing a HMA

More information

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

Experimental Study on Partial Replacement of Natural Sand with M- Sand and Cement with Lime Stone Powder International Journal of ChemTech Research CODEN (USA): IJCRGG ISSN : 0974-4290 Vol.6, No.2, pp 948-954, April-June 2014 Experimental Study on Partial Replacement of Natural Sand with M- Sand and Cement

More information

CBR of Soaked Clay Drained by Sandy Layer

CBR of Soaked Clay Drained by Sandy Layer Proceedings of the World Congress on Civil, Structural, and Environmental Engineering (CSEE 16) Prague, Czech Republic March 3 31, 216 Paper No. ICGRE 116 DOI: 1.11159/icgre16.116 CBR of Soaked Clay Drained

More information

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

Saw Dust Ash as Partial Replacement for Cement in the Production of Sandcrete Hollow Blocks Saw Dust Ash as Partial Replacement for Cement in the Production of Sandcrete Hollow Blocks A. A. Raheem and O. K. Sulaiman Civil Engineering Department, Ladoke Akintola University of Technology Ogbomoso,

More information