The Use of Milled Bituminous Material in Capping Layer A Case Study
|
|
- Curtis Townsend
- 6 years ago
- Views:
Transcription
1 The Use of Milled Bituminous Material in The Use of Milled Bituminous Material in Fung, Eduardo - COBA, S.A. Baptista, Teresa - ALBERTO COUTO ALVES, S.A. Quintão, António - COBA, S.A.
2 1 INTRODUCTION 2 METHODOLOGY 2.1 BASIC APPROACH 2.2 ALTERNATIVE PAVEMENT STRUCTURAL ANALYSIS 2.3 FWD TESTS RESULTS 3 PROPERTIES OF THE MILLED BITUMINOUS MATERIAL. COMPACTION PROCEDURE. 4 - FINAL CONSIDERATIONS
3 1 INTRODUCTION LARGE QUANTITIES OF MILLED BITUMINOUS MATERIAL (MBM) ARE GENERATED IN ROAD PAVEMENT MAINTENANCE AND REHABILITATION ACTIVITIES; A SIGNIFICANT PERCENTAGE IS TAKEN TO DEPOSIT WITH NEGATIVE IMPACTS (e.g. COST AND ENVIRONMENTAL) ; A PAVEMENT STUDY USING MILLED BITUMINOUS MATERIAL IN CAPPING LAYER WAS CARRIED OUT FOR THE DESIGN PAVEMENT STRUCTURE FOR ALTERNATIVE ROAD TO NR IN PORTUGAL
4 1 INTRODUCTION DESIGN FLEXIBLE PAVEMENT STRUCTURE (DP): AC WEARING COURSE 5 cm DENSE BITUMEN MACADAM BINDER COURSE 9 cm CRUSHED STONE BASE COURSE 15 cm CRUSHED STONE SUB-BASE COURSE 15 cm GRANULAR CAPPING LAYER 15 cm
5 1 INTRODUCTION PROPOSED ALTERNATIVE STRUCTURE (AP): AC WEARING COURSE 5 cm DENSE BITUMEN MACADAM BINDER COURSE 9 cm CRUSHED STONE BASE COURSE 20 cm MILLED BITUMINOUS CAPPING LAYER 25 cm
6 2.1 BASIC APPROACH a) AP BEARING CAPACITY EQUIVALENT TO DP CRITICAL STRAINS AP DP b) FIELD TESTS TO ASSESS OVERALL E MODULUS FOUNDATION PLATFORM c) MILLED BITUMINOUS MATERIAL COMPLY WITH NATIONAL LABORATORY SPECIFICATION E
7 2.2 ALTERNATIVE PAVEMENT STRUCTURAL ANALYSIS DESIGN PAVEMENT ANALYSIS Thickness E Modulus Poisson Tensile Compressive (cm) (MPa) Coef. Strain Strain AC Wearing Course ,35 DBM Binder Course ,35 1.9x10-4 (**) Foundation Platform Crushed Stone Base ,35 Crushed Stone Sub-base ,40 Granular Capping Layer x10-4 (***) 80 (*) 0,45 (*) Soil - (*) - Overall values below platform level (**) - Asphalt layer bottom interface (***) - Top of foundation platform
8 2.2 ALTERNATIVE PAVEMENT STRUCTURAL ANALYSIS ALTERNATIVE PAVEMENT ANALYSIS ThicknessE Modulus Poisson Tensile Compressive (cm) (MPa) Coef. Strain Strain AC Wearing Course ,35 Foundation Platform DBM Binder Course , x10-4 (**) Crushed Stone Base ,40 Milled Bituminous Material x10-4 (***) 120 (*) 0,45 (*) Soil - (*) - Overall values below platform level (**) - Asphalt layer bottom interface (***) - Top of foundation platform
9 2.3 FWD TESTS RESULTS E Modulus assigned to foundation platform according to the characteristic deflection values corresponding to 85 percentile (D 85% ) Loading Impact: 20kN Plate Diameter: 0,450m Tested Layer E (MPa) Capping layer D 85% (µm)
10 2.3 FWD TESTS RESULTS 2 alignments on test section: D 85% Alig 1= 277µm ; D 85% Alig 2 = 296µm
11 3 PROPERTIES OF THE MILLED BITUMINOUS MATERIAL
12 3 PROPERTIES OF THE MILLED BITUMINOUS MATERIAL Result Reference Value LNEC 474 Maximum Particle Size: 31,5 mm (Dmax) MAT1 Dmax 150 mm MAT2 Dmax 80 mm Maximum Fines Content: 1,9% (LNEC E 196) MAT1 10% MAT2 10% Shaliness: 0,02 / 100g MAT1 VBS < 0,20 g/100g (NF P ) MAT2 VBS < 0,10 g/100g
13 3 PROPERTIES OF THE MILLED BITUMINOUS MATERIAL Result Reference Value LNEC 474 Specification Resistance to Fragmentation: LA = 18,3% LA 45 (NP EN ) Resistance to Wear: MDE = 10,2% (NP EN ) MDE 45 Result Reference Value LNEC 474 Specification Sulphate Content (NP EN ) = 0,02% 0,70%
14 3 PROPERTIES OF THE MILLED BITUMINOUS MATERIAL FIELD COMPACTION: - NO TYPICAL COMPACTION CURVE; - REFERENCE DENSITY OBTAINED BY PROGRESSIVE NUMBER OF PASSAGES WITH INCREMENTS OF MOISTURE CONTENT; - MAX. DENSITY gr/cm 3 ; OPC 10%; RELATIVE COMPACTION: 97 TO 99%
15
16
17
18
19 4 - FINAL CONSIDERATIONS MILLED BITUMINOUS MATERIAL CAN BE USED WITH ADVANTAGE IN ROAD PAVEMENT CONSTRUCTION; FWD TESTS CONFIRMED GOOD PERFOMANCE AND BEARING CAPACITY OF THE MBM CAPPING LAYER; PROPERTIES OF MBM WERE PROPERLY CHARACTERIZED; COMPACTION PROCEDURE WAS DEFINED IN TEST SECTION; USE OF MBM IN ROAD CONSTRUCTION SHOULD BE ENCOURAGED AS A GOOD ENVIRONMENTAL CONTRIBUTION FOR SUSTAINABLE ROAD CONSTRUCTION.
Pavement performance evaluation for different combinations of temperature conditions and bituminous mixes
Innov. Infrastruct. Solut. (2016) 1:40 DOI 10.1007/s41062-016-0040-9 ORIGINAL PAPER Pavement performance evaluation for different combinations of temperature conditions and bituminous mixes M. S. Ranadive
More informationAnalysis of Design of a Flexible Pavement with Cemented Base and Granular Subbase
Volume-5, Issue-4, August-2015 International Journal of Engineering and Management Research Page Number: 187-192 Analysis of Design of a Flexible Pavement with Cemented Base and Granular Subbase Vikash
More informationGeoscience Testing laboratory (Al Ain)
Soil 1 In-situ Density by Sand Replacement Method Using Large Pouring Cylinder & Small Pouring Cylinder In-place Density Test by Sand Cone Method BS 1 Part ASTM D 1556 Dry Density Moisture Content Relationship
More informationAssessing Pavement Rolling Resistance by FWD Time History Evaluation
Assessing Pavement Rolling Resistance by FWD Time History Evaluation C.A. Lenngren Lund University 2014 ERPUG Conference 24 October 2014 Brussels 20Nm 6 Nm 2 Nm Background: Rolling Deflectometer Tests
More informationDevelopment of long life structural asphalt
Build something great Development of long life structural asphalt Trevor Distin Sustainability opportunities for the asphalt industry Reusing RAP Preservation of raw materials bitumen & aggregates However
More informationSULFUR EXTENDED ASPHALT INVESTIGATION - LABORATORY AND FIELD TRIAL
A5EE-151 SULFUR EXTENDED ASPHALT INVESTIGATION - LABORATORY AND FIELD TRIAL Ali Ehsan Nazarbeygi 1, Ali Reza Moeini 2 1 Bitumen and Road Construction Department, Research Institute of Petroleum Industry
More informationMattest (Ireland) Ltd
Unit 2, Northwest Business Park, Ballycoolin, Dublin 15 Testing Laboratory Registration number: 286T is accredited by the Irish National Board (INAB) to undertake testing as detailed in the Schedule bearing
More informationshall not exceed 8 not exceed 10.
Table 3602/1 CRUSHED STONE BASE AND SUBBASE: MATERIAL REQUIREMENTS Material TYPE OF MATERIAL Characteristic G1 G2 G3 Parent Sound rock from an approved Sound rock, boulders Sound rock, boulders or Material
More informationStatus of the first experiment at the PaveLab
Status of the first experiment at the PaveLab Fabricio Leiva-Villacorta, PhD Jose Aguiar-Moya, PhD Luis Loria-Salazar, PhD August 31 st, 215 Research Philosophy NANO MICRO MACRO FULL SCALE Phase I Experiment
More informationMattest (Ireland) Ltd
Unit 18 University Hall, Sarsfield Road, Wilton, Cork Registration number: 289T is accredited by the Irish National Board (INAB) to undertake testing as detailed in the Schedule bearing the Registration
More informationFalling Weight Deflectometer
Falling Weight Deflectometer Pave FWD Pave HWD Pave SHWD For all your pavement testing needs Design Overview A Falling Weight Deflectometer (FWD) is used to measure the vertical deflection response of
More informationLouisiana s Experience
ALF Crumb Rubber Modified Asphalt Louisiana s Experience Louisiana Transportation Conference Baton Rouge Louisiana February 9 th, 2009 Chris Abadie Summary of Louisiana ss Experience Eight CRM asphalt
More informationCIMEC Technologies Pvt. Ltd., 23/H, Meldi Estate, Gota, Ahmedabad, Gujarat. Discipline Mechanical Testing Issue Date
Last Amended on - Page 1 of 9 I. BUILDINGS MATERIALS 1. Cement & Pozzolanic Material Fineness (Dry Sieving) IS 4031(Part 1): 1996 (RA 2011) 10 % to 100 % Fineness (Blain Air Permeability) IS 4031(Part
More informationEME2 Pavement and mix design. Laszlo Petho, Pavements Manager Fulton Hogan.
EME2 Pavement and mix design Laszlo Petho, Pavements Manager Fulton Hogan Outline What is EME2 high modulus asphalt? Performance based mix design and Australian EME2 specification limits EME2 pavement
More informationUse of New High Performance Thin Overlays (HPTO)
Northeast Asphalt User/Producer Group Wilmington/Christiana Delaware October 11-12, 2006 Use of New High Performance Thin Overlays (HPTO) Thomas Bennert Rutgers University NJ s s Thin-Lift Materials New
More informationABSTRACT OF COST FOR PAVEMENT
CHAPTER - 5 ABSTRACT OF COST FOR PAVEMENT Name of Work :- CONSTRUCTION OF TRANS - ARUNACHAL HIGHWAY (SH:- Road from Khodaso (Ch. 110.450 Km) to Dakte Hoj (Ch. 212.450 Km) via Sagalee, Toru, Kheel - 102.000
More informationVALLIAMMAI ENGINEERING COLLEGE SRM Nagar, Kattankulathur DEPARTMENT OF CIVIL ENGINEERING SUBJECT NAME: HIGHWAY ENGINEERING
VALLIAMMAI ENGINEERING COLLEGE SRM Nagar, Kattankulathur 603 203 DEPARTMENT OF CIVIL ENGINEERING SUBJECT CODE: CE6504 SUBJECT NAME: HIGHWAY ENGINEERING YEAR: III SEM : V QUESTION BANK (As per Anna University
More informationImplementation and Thickness Optimization of Perpetual Pavements in Ohio
Implementation and Thickness Optimization of Perpetual Pavements in Ohio OTEC 2015 Issam Khoury, PhD, PE Russ College of Engineering and Technology Ohio University, Athens, Ohio Outline Background prior
More information2017 Local Roads Workshop Local Agency HMA Acceptance Specification
2017 Local Roads Workshop Local Agency HMA Acceptance March 2017 Review of Existing Spec Next Steps Construction Local Agency HMA Acceptance 1. Mix Design a. Submit Mix design and JMF to Engineer for
More informationLaboratory Certification For. Shakib Dastaggir Construction & Design Company (S-CAD) Laboratory
Laboratory Certification For Shakib Dastaggir Construction & Design Company (S-CAD) Laboratory Lab ID: LCP-006 Issue date: Sept 19, 2016 Expiry date: March 18, 2017 This letter confirms the completion
More informationThe complete product range. Tailor made products to meet your requirements
The complete product range. Tailor made products to meet your requirements 02 03 WIRTGEN where innovation happens What began as a haulage company for construction materials in 1961 has developed, over
More informationWhat s going on with European Specifications?
What s going on with European Specifications? Jean-Pascal PLANCHE - Total Sept. 15-16, 2003, Las Vegas eurobitume Outline Process of European standardization Current specifications Need for changes CEN/TC336
More informationGEOWEB GEOCELL SYSTEM PRESTO PRODUCTS GEOSYSTEMS PERFORMANCE TESTING REINFORCED RAIL BALLAST & SMARTROCK
GEOWEB GEOCELL SYSTEM PRESTO PRODUCTS GEOSYSTEMS PERFORMANCE TESTING REINFORCED RAIL BALLAST & SMARTROCK Summary of University of Kansas Research: GEOWEB geocell confinement is a three-dimensional geosynthetic
More informationSchedule of Accreditation issued by United Kingdom Accreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK
ccredited to Laboratory locations: Schedule of ccreditation United Kingdom ccreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK Unit 1 Rough Hey Road Grimsargh Preston PR2
More informationHigh modulus asphalt (EME) technology transfer to South Africa and Australia: shared experiences
High modulus asphalt (EME) technology transfer to South Africa and Australia: shared experiences Erik Denneman Laszlo Petho Benoit Verhaeghe CSIR, Pretoria South Africa Julius Komba CSIR, Pretoria South
More informationREHABILITATION DESIGN METHODOLOGY FOR HAUL ROADS ASSOCIATED WITH A WIND FARM DEVELOPMENT IN SOUTHWESTERN ONTARIO
REHABILITATION DESIGN METHODOLOGY FOR HAUL ROADS ASSOCIATED WITH A WIND FARM DEVELOPMENT IN SOUTHWESTERN ONTARIO Ludomir Uzarowski, Ph.D., P.Eng., Principal, Golder Associates Ltd. Rabiah Rizvi, B.A.Sc.,
More informationSchedule of Accreditation issued by United Kingdom Accreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK
Schedule of ccreditation United Kingdom ccreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK ccredited to Bootham Lane Industrial Estate Bootham Lane Dunscroft Doncaster
More informationINTERNATIONAL JOURNAL OF CIVIL ENGINEERING AND TECHNOLOGY (IJCIET) RUTTING RESISTANCE OF FILLER MODIFIED BITUMINOUS CONCRETE SURFACES
INTERNATIONAL JOURNAL OF CIVIL ENGINEERING AND TECHNOLOGY (IJCIET) International Journal of Civil Engineering and Technology (IJCIET), ISSN 0976 6308 ISSN 0976 6308 (Print) ISSN 0976 6316(Online) Volume
More informationRE: S.P (T.H. 210) in Crow Wing County Located on T.H. 210 from Brainerd (R.P ) to Ironton (R.P )
District 3 Administration 7964 Industrial Park Road Baxter, MN 56425 Memo To: Dan Anderson Transportation District Engineer From: Scott Zeidler Senior Engineering Specialist Date: December 11, 2017 RE:
More informationRehabilitating Crossing Surfaces Effect of Sub-Structure Design on Long-Term Performances of Highway-Railway At-Grade Crossings
Rehabilitating Crossing Surfaces Effect of Sub-Structure Design on Long-Term Performances of Highway-Railway At-Grade Crossings by Jerry G. Rose, Ph.D.,P.E. Professor of Civil Engineering University of
More informationStructural Considerations in Moving Mega Loads on Idaho Highways
51 st Annual Idaho Asphalt Conference October 27, 2011 Structural Considerations in Moving Mega Loads on Idaho Highways By: Harold L. Von Quintus, P.E. Focus: Overview mechanistic-empirical procedures
More informationEffect of Load, Tire Pressure, and Tire Type on Flexible Pavement Response
TRANSPORTATION RESEARCH RECORD 1207 207 Effect of Load, Tire Pressure, and Tire Type on Flexible Pavement Response RAMON F. BONAQUIST, CHARLES J. CHURILLA, AND DEBORAH M. FREUND In recent years, decreased
More informationDMS-9202, Asphaltic Concrete Patching Material (Stockpile Storage)
Overview Effective Date: July 1999 July 2004 This specification shall govern for an asphaltic concrete mixture intended primarily as a cool to cold weather stockpile patching mix for maintenance. It shall
More informationUNIT-1 PART:A. 3. (i) What are the requirements of an ideal highway alignment? Discuss briefly.
UNIT-1 PART:A 1. What is meant by TRANSPORTATION. 2. List twenty-year road development plans. 3. Mention any two Recommendation of Jayakar committee. 4. What are the functions of IRC and CRRI. 5. Define
More informationPerformance Tests of Asphalt Mixtures
Performance Tests of Asphalt Mixtures Louay N. Mohammad, Ph.D. Department of Civil and Environmental Engineering LA Transportation Research Center Louisiana State University 42 nd Annual Rocky Mountain
More information- New Superpave Performance Graded Specification. Asphalt Cements
- New Superpave Performance Graded Specification Asphalt Cements 1 PG Specifications Fundamental properties related to pavement performance Environmental factors In-service & construction temperatures
More informationEffect of wide specialty tires on flexible pavement damage
Effect of wide specialty tires on flexible pavement damage Jean-Pascal Bilodeau, ing., Ph.D. Research engineer Department of civil engineering Laval University Guy Doré, ing., Ph.D. Professor Department
More informationInnovative Warm Mix Asphalt Projects: The Contractor s Perspective
Innovative Warm Mix Asphalt Projects: The Contractor s Perspective NESMEA 2009 Portland, ME October 7 th 2009 ROD BIRDSALL, PE What is Warm-Mix Asphalt (WMA)? Asphalt Mix produced at 40-100ºF less than
More information7.1 General Information. 7.2 Landing Gear Footprint. 7.3 Maximum Pavement Loads. 7.4 Landing Gear Loading on Pavement
7.0 PAVEMENT DATA 7.1 General Information 7.2 Landing Gear Footprint 7.3 Maximum Pavement Loads 7.4 Landing Gear Loading on Pavement 7.5 Flexible Pavement Requirements - U.S. Army Corps of Engineers Method
More information00/00/00 QUOTATION Nº: 000/00 VIBRATORY TANDEM ROLLER, MARK PACLITE MODEL VR1200X2
00/00/00 QUOTATION Nº: 000/00 TO = VIBRATORY TANDEM ROLLER, MARK PACLITE MODEL VR1200X2 GENERAL CHARACTERISTICS:. Total mass, 2 600 kg. French Classification UNE 115-435 (PV3). Static linear load front
More informationClass 1 Crushed rock ballast for use primarily on main line track. Class 2 Crushed rock ballast for use only on other than main line track.
PAGE 1 OF 8 PART 1 - GENERAL REQUIREMENTS 1.1 DESCRIPTION OF SPECIFICATION This document outlines the material, stockpiling, and handling specifications of ballast. It covers the supply of ballast from
More informationCharacterization of LTPP Pavements using Falling Weight Deflectometer
Characterization of LTPP Pavements using Falling Weight Deflectometer Author Chai, Gary, Kelly, Greg Published 28 Conference Title The 6th International Conference on Road and Airfield Pavement Technology
More informationAssessment of pavement damage
KTH AF293 Road Construction and Maintenance 1 April 214 Assessment of pavement damage or Quantitative measurement techniques Sigurdur Erlingsson sigurdur.erlingsson@vti.se VTI Linköping Why is it important
More informationWelcome. Tim Kowalski Application Support Manager Wirtgen America Inc.
Welcome Tim Kowalski Application Support Manager Wirtgen America Inc. Outline Compaction Basics What is compaction? Why do we compact? 4 Elements of compaction Roller Train Varies with specifications and
More informationPerformance Based Lab Tests to Predict Pavement Fatigue
Fifth International Conference on Construction in the 21 st Century (CITC-V) Collaboration and Integration in Engineering, Management and Technology May 20-22, 2009, Istanbul, Turkey Performance Based
More informationBACKCALCULATION OF LAYER MODULI OF GRANULAR LAYERS FOR BOTH RIGID AND FLEXIBLE PAVEMENTS. Ashvini Kumar Thottempudi
BACKCALCULATION OF LAYER MODULI OF GRANULAR LAYERS FOR BOTH RIGID AND FLEXIBLE PAVEMENTS By Ashvini Kumar Thottempudi A THESIS Submitted to Michigan State University in partial fulfillment of the requirements
More informationDUPLEX ROLLERS AND TRENCH COMPACTORS. LP range
DUPLEX ROLLERS AND TRENCH COMPACTORS LP range GET IT DONE Customers look to you for great compaction. Our job is to provide equipment that help you deliver. Together we create quality. A customer that
More informationDMS-9202 Asphaltic Concrete Patching Material (Stockpile Storage or Bagged)
Asphaltic Concrete Patching Material (Stockpile Storage or Bagged) Effective Date: May 2017 1. DESCRIPTION This Specification governs for crushed stone asphaltic concrete intended primarily as a cool-
More informationLong Life Asphalt Performance Testing January 17, 2018
PennDOT District 11 Long Life Asphalt Performance Testing January 17, 2018 Jim Foringer, P.E. Assistant District Executive Construction Division Neal Fannin, P.E. Pavement Materials Engineer BOPD Construction
More informationLCN ACN-PCN
7.0 PAVEMENT DATA 7.1 General Information 7.2 Footprint 7.3 Maximum Pavement Loads 7.4 Landing Gear Loading on Pavement 7.5 Flexible Pavement Requirements 7.6 Flexible Pavement Requirements, LCN Conversion
More informationEffect of Different Axle Configurations on Fatigue Life of Asphalt Concrete Mixture
Effect of Different Axle Configurations on Fatigue Life of Asphalt Concrete Mixture Karim Chatti and Chadi S. El Mohtar The fatigue life of an asphalt mixture under different truck axle configurations
More informationDesign And Analysis Of Two Wheeler Front Wheel Under Critical Load Conditions
Design And Analysis Of Two Wheeler Front Wheel Under Critical Load Conditions Tejas Mulay 1, Harish Sonawane 1, Prof. P. Baskar 2 1 M. Tech. (Automotive Engineering) students, SMBS, VIT University, Vellore,
More informationVariation of Deflection with Measuring Equipment and Load Speed on Test Track
TRANSPORTATION RESEARCH RECORD 1448 53 Variation of Deflection with Measuring Equipment and Load Speed on Test Track RECAREDO ROMERO, AURELIO RUIZ, RAMON RODIL, AND MIGUEL ANGEL L ECHUGA Deflection is
More informationPrerequisites for Increasing the Axle Load on Railway Tracks in the Czech Republic M. Lidmila, L. Horníček, H. Krejčiříková, P.
Prerequisites for Increasing the Axle Load on Railway Tracks in the Czech Republic M. Lidmila, L. Horníček, H. Krejčiříková, P. Tyc This paper deals with problems of increasing the axle load on Czech Railways
More informationUK FOOTWAY DESIGN GUIDANCE
Pave Israel 96 UK FOOTWAY DESIGN GUIDANCE M.H. Burtwell. V. Atkinson Transport Research Laboratory Crowthorne. Berkshire. England L. Hawker Highways Agency London. England Summary Footway surfacing in
More informationSummary of Administrative Revisions to Standard Specifications 700 Series Description of Revision
Summary of Administrative Revisions to Standard Specifications 700 Series Section Description of Revision ALL Formatting in accordance with CSI standards o All Paragraphs identified by a letter Sub-paragraphs
More informationASSESSMENT REPORT 08 - U - 096
FIRE TEST OF BUILDING ELEMENTS According to EN 13381-5 ASSESSMENT REPORT 08 - U - 096 Reference test reports : 08 - U - 096 08 - U - 104 08 - F - 112 08 - F - 125 Scope Sprayed product MONOKOTE MK6-HY
More informationDevelopment of a Building Block Approach for Crashworthiness Testing of Composites
Development of a Building Block Approach for Crashworthiness Testing of Composites Dan Adams University of Utah FAA JAMS 2018 Technical Review May 24, 2018 FAA Sponsored Project Information Principal Investigators:
More informationImpact of Environment-Friendly Tires on Pavement Damage
Impact of Environment-Friendly Tires on Pavement Damage Hao Wang, PhD Assistant Professor, Dept. of CEE Rutgers, the State University of New Jersey The 14th Annual NJDOT Research Showcase 10/18/2012 Acknowledgement
More informationHDM-3. Transportation systems Engineering, IIT Bombay 72
HDM-3 The Highway Design and Maintenance Standards Model is a computer program for analyzing the total transport cost of alternative road improvement and maintenance strategies. Transportation systems
More informationPavement Thickness Design Parameter Impacts
Pavement Thickness Design Parameter Impacts 2012 Municipal Streets Seminar November 14, 2012 Paul D. Wiegand, P.E. How do cities decide how thick to build their pavements? A data-based analysis Use same
More informationSchedule of Accreditation issued by United Kingdom Accreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK
2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK The Old School Stillhouse Lane Bedminster BS3 4EB Contact: Dr Dimitris Xirouchakis Tel: +44 (0)117-9471000 Fax: +44 (0)117-9471004 E-Mail:
More informationAccelerated Pavement Tester
Accelerated Pavement Tester Pave MLS 66 Pave MLS 30 Pave MLS 11 For all your pavement testing needs Design Overview The Pave MLS range of Accelerated Pavement Testing machines (APTs) is used to verify
More informationLABORATORY EQUIPMENT FOR CENTRAL MATERIALS LABORATORY AND UPCOUNTRY LABORATORIES FOR FY 2018/2019
LABORATORY EQUIPMENT FOR CENTRAL MATERIALS LABORATORY AND UPCOUNTRY LABORATORIES FOR FY 208/209 ITEM..0 Testing Sieves Diameter 200mm Stainless Frame and Mesh All to British Standard. Sieve 63μm 0.2 Sieve
More informationItems Unit Quantity Unit Price Total Unit Price Total
Engineer's Plote Construction, Inc. Estimate 1100 Brandt Drive Hoffman Estates, IL 60192 s Unit Quantity 1 SUPPLEMENTAL WATERING UNIT 4 $100.00 400.00 $40.00 160.00 2 TOP SOIL FURNISH AND PLACE, 6 INCH
More informationFORENSIC STUDY INTO THE CAUSES OF PREMATURE FAILURES IN ASPHALT PAVEMENTS IN TANZANIA
FORENSIC STUDY INTO THE CAUSES OF PREMATURE FAILURES IN ASPHALT PAVEMENTS IN TANZANIA J.K. Anochie-Boateng CSIR Built Environment, Pretoria, South Africa janochieboateng@csir.co.za M.O. Mataka TANROADS
More informationRECYCLABILITY EVALUATION PROTOCOL FOR PE FILMS
Phone : +32 2 742 96 82 Fax : +32 2 732 12 18 e-mail : recyclass@plasticsrecyclers.eu website: www.recyclass.eu RECYCLABILITY EVALUATION PROTOCOL FOR PE FILMS Standard Laboratory Practice Version 1.0 Published
More informationSTATE OF OKLAHOMA DEPARTMENT OF TRANSPORTATION GEOTECHNICAL SPECIFICATIONS FOR ROADWAY DESIGN. June 29, 2011
STATE OF OKLAHOMA DEPARTMENT OF TRANSPORTATION GEOTECHNICAL SPECIFICATIONS FOR ROADWAY DESIGN June 29, 2011 APPENDIX 5. STANDARD FORMS FOR REPORTING GEOTECHNICAL INFORMATION In order to insure uniformity
More informationDeveloping Affordable GTR Asphalt Mixes for Local Roadways
Developing Affordable GTR Asphalt Mixes for Local Roadways Munir D. Nazzal Sang Soo Kim 1 Ala Abbas Acknowledgement The researchers would like to thank: Ohio Department of Transportation (ODOT), Ohio s
More informationOKLAHOMA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISIONS FOR BITUMINOUS SURFACE TREATMENT
402-1(a-e) 99 OKLAHOMA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISIONS FOR BITUMINOUS SURFACE TREATMENT These Special Provisions revise, amend, and where in conflict, supersede applicable sections of the
More informationInfluence of Vehicle Speed on Dynamic Loads and Pavement Response
TRANSPORTATION RESEARCH RECORD 141 17 Influence of Vehicle Speed on Dynamic Loads and Pavement Response PETER E. EBAALY AND NADER TABATABAEE Weigh-in-motion systems have been used extensively to measure
More informationAccelerated Dynamic Loading of Flexible Pavements at the Canterbury Accelerated Pavement Testing Indoor Facility
TRANSPORTATION RESEARCH RECORD 1482 79 Accelerated Dynamic Loading of Flexible Pavements at the Canterbury Accelerated Pavement Testing Indoor Facility BRYAND. PIDWERBESKY New Zealand pavement design and
More informationHIGHLY-COMPACT SMA ACTUATORS A Feasibility Study of Fuel-Powered and Thermoelectric SMA Actuators
HIGHLY-COMACT SMA ACTUATORS A Feasibility Study of Fuel-owered and Thermoelectric s 1. Objectives The main goal of this project is to perform a feasibility study on Fuel-owered and Thermoelectric Shape
More informationDIVISION III MATERIALS AGGREGATES SECTION 901 COARSE AGGREGATE
DIVISION III MATERIALS AGGREGATES SECTION 901 COARSE AGGREGATE 901-1 General. 901-1.1 Composition: Coarse aggregate shall consist of naturally occurring materials such as gravel, or resulting from the
More informationOptimizing haul road design a challenge for resource development in Northern Canada
Optimizing haul road design a challenge for resource development in Northern Canada Robert A Douglas, BASc(CE), PhD, PEng Senior Geotechnical Engineer Low-Volume Roads Golder Associates Ltd., Mississauga,
More informationAssessment of pavement damage
KTH AF293 Road Construction and Maintenance 19 March 213 Assessment of pavement damage or Quantitative measurement techniques Sigurdur Erlingsson sigurdur.erlingsson@vti.se VTI Linköping Why is it important
More informationASSESSMENT REPORT 07 - U A
FIRE TEST OF BUILDING ELEMENTS According to EN 13381-4 ASSESSMENT REPORT 07 - U - 198 A Reference test reports : 07 - U - 197 07 - U - 199 07 - U - 198 07 - F - 218 Scope Sprayed products MONOKOTE MK6-HY
More informationImpact of axle overload, asphalt pavement thickness and subgrade modulus on load equivalency factor using modified ESALs equation
rip t Impact of axle overload, asphalt pavement thickness and subgrade modulus on load equivalency factor using modified ESALs equation us c Muhammad Raheel, Rawid Khan, Arsalaan Khan, Muhammad Taimur
More informationA Study on Overlay Design of Repeatedly Deteriorating Flexible Pavement
Research Paper American Journal of Engineering Research (AJER) 2015 American Journal of Engineering Research (AJER) e-issn: 2320-0847 p-issn : 2320-0936 Volume-4, Issue-6, pp-46-51 www.ajer.org Open Access
More informationSt. Johns River State College BID-SJR Addendum Three ADDENDUM THREE DATED JUNE 13, 2016
St. Johns River State College BID-SJR-10-2016 Addendum Three ADDENDUM THREE DATED JUNE 13, 2016 TO BID-SJR-10-2016 Bid Specifications/Project Manual (Plans) PARKING LOT REHABILITATION PROJECT FOR: DRAWING
More informationEFFECT OF HEAVY VEHICLES TYRE PRESSURE ON FLEXIBLE PAVEMENTS
International Journal of Civil Engineering and Technology (IJCIET) Volume 9, Issue 9, September 2018, pp. 1161 1170, Article ID: IJCIET_09_09_112 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=9&itype=9
More informationAppendix D. Airside and Landside Pavement Inventories
Appendix D Airside and Landside Pavement Inventories Runway 5-23 2010 2" Mill and 2" Bituminous Surface Course Overlay 2001 2" Bituminous Surface Overlay 1984 2" Bituminous Surface Course Partial Overlay
More informationBituminous mixtures Material specifications Part 4: Hot Rolled Asphalt
CEN/TC 227 Date: Version 3.6 28-6-2012 pren 13108-4 CEN/TC 227 Secretariat: DIN Bituminous mixtures Material specifications Part 4: Hot Rolled Asphalt Asphaltmischgut Mischgutanforderungen Teil 4: Hot
More informationTE-II (10CV63) Ballast
Lecture-09 10CV63 TE-II Introduction Ballast The ballast is a layer of broken stones, gravel, moorum, or any other granular material placed and packed below and around sleepers for distributing load from
More informationDRAFT Jamaican Standard Specification for Bituminous materials
DRAFT Jamaican Standard Specification for Bituminous materials BUREAU OF STANDARDS Notice This is a draft standard and shall be used or referred to as a Jamaican Standard. It is subject to change without
More informationEQUIPMENT AVAILABLE FOR KWRP SITE AS ON Sl.No
EQUIPMENT AVAILABLE FOR KWRP SITE AS ON 30.06.2013 Sl.No Name of Equipment / apparatus/ Tool & Plant with Capacity SOIL 1 CBR Testing Machine set - 2 2 Proving ring of 50 KN 2 3 Proving ring of 25 KN 4
More informationWarm Mix Technology. Sasobit. Sasobit. Available WMA Technologies SEAUPG 2005 CONFERENCE - NASHVILLE, TN CONCERNS: Frankfurt Airport
Warm Mix Technology SEAUPG Nashville,Tn. Larry L Michael Asphalt Consultant Warm Mix Technology Reduce Mixing and Compaction Temperature Reduce Fumes Reduce Fuel Costs Improve Workability Improve Density
More informationEXPERIMENTAL STUDY ON EFFECTIVENESS OF SHEAR STRENGTHENING OF RC BEAMS WITH CFRP SHEETS
EXPERIMENTAL STUDY ON EFFECTIVENESS OF SHEAR STRENGTHENING OF RC BEAMS WITH CFRP SHEETS Yasuhiro Koda and Ichiro Iwaki Dept. of Civil Eng., College of Eng., Nihon University, Japan Abstract This research
More informationThe European Standards for Asphalt
The European Standards for Asphalt August 007 Venue Briefing Speakers Company B510/ 1 / 1 QPA Representatives WELCOME Bob Allen John Bradshaw-Bullock John Harris John Lay Colin Loveday Malcolm Simms (Secretariat)
More informationISSN: International Journal of Advanced Research in Science, Engineering and Technology. Vol. 3, Issue 7, July 2016
Design and Analysis of a High-Pressure EGR Valve for a 4-Cylinder Diesel Engine Rahul Kumar Verma, Abhishek Chakraborty M-Tech Scholar, Automobile Engg, RJIT BSF Academy Tekanpur Assistant Professor, Automobile
More informationField Investigation of the Effect of Operational Speed and Lateral Wheel Wander on Flexible Pavement Mechanistic Responses
Field Investigation of the Effect of Operational Speed and Lateral Wheel Wander on Flexible Pavement Mechanistic Responses Authors: Mohammad Hossein Shafiee, M.Sc. Ph.D. Candidate Department of Civil &
More informationTAS. Fire Design Example Based on European Standard ENV (Eurocode 9) TALAT Lecture pages. Advanced Level
TALAT Lecture 2713 Fire Design Example Based on European Standard ENV 1999-2 (Eurocode 9) 27 pages Advanced Level Updated from the TAS Project : TAS Leonardo da Vinci program Training in Aluminium Alloy
More informationDMS-9203, Asphaltic Concrete Patching Material (Containerized)
Overview Effective Date: July 1999 July 2004 This specification shall govern for containerized asphaltic concrete mixture intended primarily for cool to cold, wet weather repair of small pavement areas.
More informationSurface Protective Systems
Surface Protective Systems Technical information Oxydur VEL-U Laminate system for concrete and steel substrates Base Vinyl ester resin Material Group Membranes Tank- / vessel linings - laminates Description
More informationPRODUCTS HOT ROLLED REINFORCING BARS WIDE ROD BILLET FROM CONTINUOUS CASTING WELDED WIRE MESH
PRODUCTS HOT ROLLED REINFORCING BARS WIDE ROD BILLET FROM CONTINUOUS CASTING WELDED WIRE MESH INDEX 01. HOT ROLLED REINFORCING BARS PAGE 4 02. WIRE ROD PAGE 6 03. BILLET FROM CONTINUOUS CASTING PAGE 8
More informationDepth of Bury Tables 9B-5. A. General. B. Rigid Pipe Assumptions. Design Manual Chapter 9 - Utilities 9B - Trench Design
Design Manual Chapter 9 - Utilities 9B - Trench Design 9B-5 Depth of Bury Tables A. General The depth of bury tables on the following pages are based upon the design methodology from the various pipe material
More informationAdams-EDEM Co-simulation for Predicting Military Vehicle Mobility on Soft Soil
Adams-EDEM Co-simulation for Predicting Military Vehicle Mobility on Soft Soil By Brian Edwards, Vehicle Dynamics Group, Pratt and Miller Engineering, USA 22 Engineering Reality Magazine Multibody Dynamics
More information7.0 PAVEMENT DATA. 7.1 General Information. 7.2 Landing Gear Footprint. 7.3 Maximum Pavement Loads
7.0 PAVEMENT DATA 7.1 General Information 7.2 Landing Gear Footprint 7.3 Maximum Pavement Loads 7.4 Landing Gear Loading on Pavement 7.5 Flexible Pavement Requirements - U.S. Army Corps of Engineers Method
More informationLCN ACN-PCN
7.0 PAVEMENT DATA 7.1 General Information 7.2 Footprint 7.3 Maximum Pavement Loads 7.4 Landing Gear Loading on Pavement 7.5 Flexible Pavement Requirements 7.6 Flexible Pavement Requirements, LCN Conversion
More informationDamaging Effect of Static and Moving Armoured Vehicles with Rubber Tires on Flexible Pavement
Nahrain University, College of Engineering Journal (NUCEJ) Vol.14 No.1, 2011 pp.19-33 Damaging Effect of Static and Moving Armoured Vehicles with Rubber Tires on Flexible Pavement Dr. Saud A. Sultan Civil
More information