Solving a Hard Problem For The NYC DOT With a High Performance Thin Overlay
|
|
|
- Willis Lawson
- 8 years ago
- Views:
Transcription
1 Solving a Hard Problem For The NYC DOT With a High Performance Thin Overlay NEAUPG Annual Meeting Portsmouth, NH October 24, 2013 Ronald Corun Director- Asphalt Technical Services NuStar Asphalt LLC
2
3 1 st Avenue in NYC 1 st Avenue in Manhattan is 30 year old 18 thick PCC pavement Pavement was built with huge fanfare in 1983 projecting 40 year life Utilities beneath the pavement Gas lines Water lines Sewer lines Steam line
4 1 st Avenue in NYC Removing the PCC would most likely damage the utilities NYC DOT tries not to use compaction with vibration when paving streets After paving projects are completed NYC DOT tests utilities for leaks Funding not available to replace PCC pavement and the utilities
5 1st Avenue in NYC PCC pavement is in very poor condition Curb clearances prevent use of a thick overlay
6 1st Avenue in NYC NYC is planning to improve bus service with an new bus lane on 1 st Avenue Question How to Rehabilitate 1 st Avenue? To come up with an answer you certainly must Think Harder
7 1st Avenue in NYC
8 1st Avenue in NYC
9 1st Avenue in NYC
10 1st Avenue in NYC
11 1st Avenue in NYC NYC DOT contacted NuStar Asphalt and asked for suggestions Research at Rutgers University had developed a High Performance Thin Overlay (HPTO) Mix
12 Paulsboro HPTO 5 years old Original After 5 years
13 NJ I-295 HPTO Project
14 NJ I-295 HPTO Project
15 NJ I-295 HPTO Project
16 1st Avenue in NYC Search to improve HPTO performance under severe conditions by beefing up the asphalt binder Highly Modified Asphalt (HiMA) developed by Kraton Polymers Specialty SBS material with lower viscosity increase Allows up to 7.5% polymer loading with workability
17 1st Avenue in NYC Research at Rutgers University comparing HPTO mix with conventional PMA binder and Highly Modified Asphalt (HiMA)
18 1st Avenue in NYC Conventional PMA binder had continuous grade of PG HiMA binder had a continuous grade of PG
19 Flow Number 2,500 2,000 AMPT Flow Number (cycles) 1,500 1,000 1, , NuStar Flexgard (Unaged) NuStar HiMA (Unaged) NuStar Flexgard (Aged) NuStar HiMA (Aged)
20 Texas Overlay Tester
21 Texas Overlay Tester Hot Mix Asphalt Overlaid on PCC PCC PCC Horizontal Tensile Stress due to Expansion/Contraction of PCC from Temperature Horizontal Stress/Strain is modeled using Overlay Tester
22 Texas Overlay Tester 6,000 Overlay Tester Fatigue Life (cycles) 5,000 4,000 3,000 2,000 1,000 > 5,000 4,750 2,541 1,665 - STOA LTOA STOA LTOA HiMA Flexgard Binder and Aging Condition
23 Flexural Beam Fatigue Flexural Beam Fatigue Testing Measure number of cycles to failure
24 Flexural Beam Fatigue Fatigue Life, N f,50% (Cycles) 100,000,000 10,000,000 1,000, ,000 10,000 N f,50% = k1 1 ε Flexgard - LTOA HiMA - LTOA 2 k 3 O 12.5mm PG LTOA t k 1 E 1, ,000 10,000 Micro-strain (µs)
25 1st Avenue in NYC HPTO mix containing each binder was placed on 1 st Avenue on September 25, 2012 HiMA placed between 100 th and 101 st Street Conventional PMA placed between 101 st and 102 nd Street 1 1/2 thick overlay
26 1st Avenue in NYC
27 1st Avenue in NYC
28 1st Avenue in NYC Both sections performed well through August 2013 NYC DOT selected HiMA based on laboratory testing and field performance
29 1st Avenue in NYC Rehabilitation Design Micro-mill existing PCC pavement Patch areas as required Crack seal as required Place PG tack coat and Mirafi PGMG4 fabric Overlay with 1 ½ HPTO mix with HiMA asphalt binder Added Evotherm warm mix additive to lower mix temperatures and improve workability Produced mix at 300 F
30 1 st Avenue Micro-Milling
31 1 st Avenue Micro-Milling
32 1 st Avenue Micro-Milling
33 1 st Avenue Crack Sealing and Patching
34 1 st Avenue Crack Sealing and Patching
35 1 st Avenue Tack Coat and Fabric
36 1 st Avenue Tack Coat and Fabric
37 1 st Avenue Paving
38 1 st Avenue Paving
39 1 st Avenue Paving
40 1 st Avenue Paving
41 1 st Avenue Finished Pavement
42 1 st Avenue Finished Pavement
43 1 st Avenue Finished Pavement
44 1st Avenue Finished Pavement
45 Summary Combination of HPTO mix and HiMA gives a thin overlay solution for hard pavement rehabilitations NYC DOT and NuStar Asphalt will monitor pavement performance
46 Questions?
47
Recycling with CRM. John D Angelo D Angelo Consulting, LLC Phone 571-218-9733 johndangelo@dangeloconsultingllc.com
Recycling with CRM John D Angelo D Angelo Consulting, LLC Phone 571-218-9733 johndangelo@dangeloconsultingllc.com Tire Rubber Crumb Rubber Modifier There are several different processes used to with CRM.
SPECIAL NOTE FOR ASPHALT WATERPROOFING MIX FOR BRIDGE-DECK OVERLAYS AND ADJACENT APPROACHES
SPECIAL NOTE FOR ASPHALT WATERPROOFING MIX FOR BRIDGE-DECK OVERLAYS AND ADJACENT APPROACHES 1. DESCRIPTION. Asphalt Waterproofing Mix (AWM) is a highly elastomeric, polymermodified, impermeable asphalt
Rehabilitation Strategies for Bonded Concrete Overlays of Asphalt Pavements
University of Pittsburgh Rehabilitation Strategies for Bonded Concrete Overlays of Asphalt Pavements Authors: J. M Vandenbossche S. Sachs August 2013 1. Introduction Bonded concrete overlays of asphalt
Chapter 7: Pavement Rehabilitation 7-1 Asphalt Pavement Overlays 7-1 Surface Preparation Methods 7-2 Concrete Pavement Preparation 7-3 Recycling
7-1 Asphalt Pavement Overlays 7-1 Surface Preparation Methods 7-2 Concrete Pavement Preparation 7-3 Recycling Asphalt Pavements 7-7 Chapter 7 Pavement Rehabilitation Pavement rehabilitation can be accomplished
USE OF HIGHLY POLYMER MODIFIED HMA (HiMA) Ohio Asphalt Paving Conference Columbus, Ohio February 4, 2015 Bob Kluttz, Kraton Polymers
USE OF HIGHLY POLYMER MODIFIED HMA (HiMA) Ohio Asphalt Paving Conference Columbus, Ohio February 4, 2015 Bob Kluttz, Kraton Polymers Outline Introduction SBS and Highly Modified Asphalt Material Properties
Pavement Patching Repair for AC and PCC Pavement Surfaces. Vern Thompson www.crafco.com
Pavement Patching Repair for AC and PCC Pavement Surfaces Vern Thompson www.crafco.com Overview and Objective New Methods For Pavement Patching-Overview What are they How they are applied New Methods Secti
NorthEast Transportation Training and Certification Program (NETTCP) Course Registration Form
(NETTCP) Course Registration Form Interim Certification (Cost $300 members / $425 non-members) HMA Plant Technician* HMA Paving Inspector* Soils & Aggregate Inspector* Soils & Aggregate Lab Technician*
SECTION III-06 Surfacing Page 1 Revised 3/2/10. See the DESIGN GUIDELINES in Section I-06 for requirements for cross slope of the roadway.
Page 1 Revised 3/2/10 See the DESIGN GUIDELINES in Section I-06 for requirements for cross slope of the roadway. For New/Reconstruction projects: The cross slope of the driving lanes range from 1.5% to
AASHTO Subcomittee on Materials Biloxi, Mississippi August 4-10, 2012 Chris Abadie, P.E.
Louisiana Case Study: Implementation of CRM Binder in PG specification. AASHTO Subcomittee on Materials Biloxi, Mississippi August 4-10, 2012 Chris Abadie, P.E. My Story Background Approach Phase I Evaluation:
A View From The Bureau of Materials & Physical Research. IAPA March 2015 Matt Mueller, PE BMPR Illinois Dept of Transportation
A View From The Bureau of Materials & Physical Research IAPA March 2015 Matt Mueller, PE BMPR Illinois Dept of Transportation HMA Issues HMA Issues HMA Issues HMA Issues a Technical Opinion Cautious HMA
Asphaltic Wedge Paving
OFFICIAL NOTICE ADVERTISEMENT FOR BIDS Notice is hereby given by the Town of Oregon, Dane County, Wisconsin, will receive sealed bids for Road Construction as listed in this request until 4:00 P.M., Local
New Jersey Micro-Surface Pavement Noise Evaluation Submitted on: August 29, 2014
New Jersey Micro-Surface Pavement Noise Evaluation Submitted on: August 29, 2014 John Hencken* Research Engineer Edwin Haas Graduate Assistant Michael Tulanowski Research Assistant Thomas Bennert, Ph.D.
Testing and appraisal of Lucobit polymer effect as an additive on asphalt mixture performance
Abstract Testing and appraisal of polymer effect as an additive on asphalt mixture performance Hamid Sabbagh mollahosseini*,golazin Yadollahi**, Ershad Amoosoltani*** *, ***Executive of Engineering and
CONSTRUCTION AND PERFORMANCE OF ULTRATHIN ASPHALT FRICTION COURSE
NCAT Report No. 97-5 CONSTRUCTION AND PERFORMANCE OF ULTRATHIN ASPHALT FRICTION COURSE by Prithvi S. Kandhal Larry Lockett September 1997 CONSTRUCTION AND PERFORMANCE OF ULTRATHIN ASPHALT FRICTION COURSE
STUDY OF THE BEHAVIOUR OF BITUMINOUS MIXTURES RESISTANT TO FUEL
STUDY OF THE BEHAVIOUR OF BITUMINOUS MIXTURES RESISTANT TO FUEL INTRODUCTION Evaluation of the performance of asphalt mixtures applied on wearing courses of road and airport pavements when subjected to
I-66 Pavement Rehabilitation
I-66 Pavement Rehabilitation Fall Asphalt Conference Richmond, VA David Shiells, P.E. Virginia Department of Transportation David White Superior Paving Corporation October 2, 2012 Project Location 2 Goal
Nevada DOT Cold In-Place Recycling Federal Highway Administration National Review Close out meeting, August 25, 2005
Nevada DOT Cold In-Place Recycling Federal Highway Administration National Review Close out meeting, August 25, 2005 Purpose The purpose of this review is to capture for technical deployment the most advanced
Pace s plant had minimal problems producing warm-mix asphalt for the paving project.
Pace s plant had minimal problems producing warm-mix asphalt for the paving project. 22 Hot Mix Asphalt Technology SEPTEMBER/OCTOBER 2006 By Chuck MacDonald Tractor-trailer trucks crawled along an open
The AASHO Road Test site (which eventually became part of I-80) at Ottawa, Illinois, was typical of northern climates (see Table 1).
Página 1 de 12 AASHO Road Test The AASHO Road Test, a $27 million (1960 dollars) investment and the largest road experiment of its time, was conceived and sponsored by the American Association of State
Introduction. Emulsify with water. Asphalt Emulsions 101. Asphalt Binder Properties. Why Heat Asphalt? So It Can Be:
Asphalt Emulsions 101 Introduction Chris Lubbers Technical Sales and Marketing Mgr Kraton Polymers, LLC 50 TH Annual Idaho Asphalt Conference Moscow, ID October 28, 2010 Semi Solid Liquid Asphalt Binder
Asphalt Pavement Association Of Michigan Selecting the Right Mix. 2937 Atrium Drive, Suite 202 Okemos, MI 48864 517-323-7800 www.apa-mi.
2937 Atrium Drive, Suite 202 Okemos, MI 48864 517-323-7800 www.apa-mi.org History Performance Graded Binders MDOT Local Agency Guide NAPA Guide Outline Other Considerations For each there are: Right
Transportation Infrastructure Asset Management
2015 NW Region TTAP& BIA Symposium Transportation Infrastructure Asset Management March, 2015 Happy Longfellow, PE hlongfellow@parametrix.com (206) 394-3649 ASSET MANAGEMENT OVERVIEW What? Why? How? Inventory
Comparison of Results of SHRP and Conventional Binder Tests on Paving Asphalts
International Journal of Applied Science and Engineering 2004. 2, 3: 245-256 Comparison of Results of SHRP and Conventional Binder Tests on Paving Asphalts Ming-Gin Lee a, Chui-Te Chiu b, Yu-Cheng Kan
Pavement Rehabilitation Using Hot Mix Asphalt. - National Perspective -
Pavement Rehabilitation Using Hot Mix Asphalt - National Perspective - Rehabilitation Process Evaluate Existing Pavement and Conditions Evaluate Options Construct Project Monitor Performance Evaluate Existing
Reduced Thickness Asphalt Rubber Concrete Leads to Cost Effective Pavement Rehabilitation
Reduced Thickness Asphalt Rubber Concrete Leads to Cost Effective Pavement Rehabilitation By Jack Van Kirk Director of Asphalt Technology Basic Resources Inc. 3050 Beacon Blvd. Suite 205 West Sacramento,
PERFORMANCE EVALUATION SYSTEM FOR BITUMINOUS BINDERS
PERFORMANCE EVALUATION SYSTEM FOR BITUMINOUS BINDERS A. Vanelstraete, W. Teugels, Belgian Road Research Centre, Belgium, Nynas Bitumen, Belgium Abstract Understanding the behaviour and performance of bituminous
Florida s Experience with Crumb Rubber
Florida s Experience with Crumb Rubber Jim Warren Executive Director Asphalt Contractors Association of Florida, Inc. www.floridaridesonus.org Slides Courtesy of FDOT State Materials Office Background
HIGHWAYS DEPARTMENT GUIDANCE NOTES ON THE USE OF WATERPROOFING MEMBRANES ON CONCRETE BRIDGE DECKS
HIGHWAYS DEPARTMENT GUIDANCE NOTES ON THE USE OF WATERPROOFING MEMBRANES ON CONCRETE BRIDGE DECKS Research & Development Division RD/GN/033 June 2008 THE USE OF WATERPROOFING MEMBRANES ON CONCRETE BRIDGE
APPENDIX B. I. Background Information
APPENDIX B GUIDELINES FOR IDENTIFYING AND REPAIRING LOCALIZED AREAS OF DISTRESS IN AC PAVEMENTS PRIOR TO CAPITAL PREVENTIVE MAINTENANCE OR REHABILITATION REPAIRS I. Background Information A. AC Pavement
Laboratory Evaluation of Asphalt Concrete Mixtures from Rt.33 in Rochester, NY
Laboratory Evaluation of Asphalt Concrete Mixtures from Rt.33 in Rochester, NY by Michael P. Wagoner, M.S.C.E., E.I.T. Graduate Research Assistant William G. Buttlar, Ph.D., P.E. Associate Professor of
Strain Measurement in Pavements with a Fibre Optics Sensor Enabled Geotextile
Strain Measurement in Pavements with a Fibre Optics Sensor Enabled Geotextile Olivier Artières 1, Matteo Bacchi 2, Paolo Bianchini 1, Pierre Hornych 3 and Gerrit Dortland 1 1 TenCate Geosynthetics France,
Greening our Roads. Approach
Greening our Roads Approach To create a Sustainable Future for the world, by achieving Resource Extension economically, by reducing usage of limiting resources and extending life cycle Ensuring Green Roads
Reinforcement HUESKER. HaTelit. Engineering with geosynthetics
HUESKER Engineering with geosynthetics rhuesker HUESKER HUESKER HUESKER HUESKER HUESKERr SKER HUESKER HUESKER Asphalt HUESKER HUESKER HUESKERHUES Reinforcement - the answer to reflective cracking in asphalt
INTERIM ADVICE NOTE 96 /07 Revision 1 GUIDANCE ON IMPLEMENTING RESULTS OF RESEARCH ON BRIDGE DECK WATERPROOFING
Interim Advice Note 96/07 INTERIM ADVICE NOTE 96 /07 Revision 1 GUIDANCE ON IMPLEMENTING RESULTS OF RESEARCH ON BRIDGE DECK WATERPROOFING Summary This interim advice note provides guidance on improving
Track Research Sponsors
Preservation Update Track Research Sponsors Washington Montana Oregon Idaho Wyoming Nevada Utah Colorado California New Mexico Arizona Pre-2012, 2012, 2015 North Dakota South Dakota Nebraska Kansas Oklahoma
SKER HUESKER HUESKER HUESKER HUESKER HUESKERHUES
rhuesker HUESKER HaTelit HUESKER HUESKER HUESKER HUESKERr SKER HUESKER HUESKER Asphalt HUESKER HUESKER HUESKERHUES SKER HUESKERHUES HUESKERr SKER HUESKERHUES rhueskerreinforcement HUESKERr Long-term retardation
TOWN OF LEXINGTON DEPARTMENT OF PUBLIC WORKS/ENGINEERING REQUIREMENTS FOR PAVING CONTRACTORS 2. APPLY FOR PERMIT TO OPEN OR OCCUPY STREET/SIDEWALK
TOWN OF LEXINGTON DEPARTMENT OF PUBLIC WORKS/ENGINEERING REQUIREMENTS FOR PAVING CONTRACTORS 1. BE ON APPROVED PAVING CONTRACTORS LIST 2. APPLY FOR PERMIT TO OPEN OR OCCUPY STREET/SIDEWALK A "Permit to
OHIO ASPHALT PAVING CONFERENCE
OHIO ASPHALT PAVING CONFERENCE 38 th Annual Conference Wednesday, 2/6/2013 Fawcett Center Campus of The Ohio State University 2400 Olentangy River Road Columbus, Ohio 43210 REHAB STRATEGIES FOR LOCAL
SEAUPG Annual Meeting Williamsburg, VA Thursday, November 19, 2015
LADOTD Balanced Mixture Design Samuel Cooper III, Ph.D., P.E. Southeastern Asphalt User Producer Group November 6 9, 25 Williamsburg, Va. Acknowledgements LTRC Asphalt Research Group Jeremy Icenogle, Patrick
Policy and Scrutiny Open Report on behalf of Richard Wills, Executive Director for Environment and Economy. Highways and Transport Scrutiny Committee
Agenda Item 9 Policy and Scrutiny Open Report on behalf of Richard Wills, Executive Director for Environment and Economy Report to: Date: 01 June 2015 Subject: Decision Key decision? Reference: Summary:
SECTION 623 CONCRETE BONDING COMPOUND, EPOXY MORTAR AND EPOXY POLYMER CONCRETE OVERLAY SECTION 623.10 CONCRETE BONDING COMPOUND.
SECTION 623 CONCRETE BONDING COMPOUND, EPOXY MORTAR AND EPOXY POLYMER CONCRETE OVERLAY SECTION 623.10 CONCRETE BONDING COMPOUND. 623.10.1 Description. This work shall consist of preparing the surface,
Best Practices for RAP Management. 60th Annual Asphalt Paving Conference Asphalt Pavement Association of Michigan March 29, 2016 Kalamazoo, MI
Best Practices for RAP Management 60th Annual Asphalt Paving Conference Asphalt Pavement Association of Michigan March 29, 2016 Kalamazoo, MI Outline Current RAP usage and practices Motivations for using
Case Studies - Concrete Overlays
Case Studies - Concrete Overlays Lessons Learned - Concrete Overlays Purdue Road School March 6, 2013 Today s Topic 1. Overlays 2. New Full-depth 3. Pervious 4. Roller Compacted 5. Full Depth Patching
700 Life-Cycle Cost Analysis... 700-1
Table of Contents 700 Life-Cycle Cost Analysis... 700-1 701 Introduction... 700-1 701.1 Discount Rate... 700-1 702 Initial Construction... 700-1 703 Future Rehabilitation... 700-1 703.1 Introduction...
Pavement Management Office
Department of Transportation and Public Works Puerto Rico Pavement Management Office PAVEMENT PRESERVATION SEPPP 1 GOALS AND OBJECTIVES PRHTA has been collecting data for more than twenty (20) years with
Catch Basin Rehabilitation Road Commission for Oakland County, Michigan
Date: Location: September 14, 2011, 9:45a.m. start East side of street in front of 4656 Maura Lane, West Bloomfield Participants: Oakland County Michelle Belanger, Rick Hall, Matt Mountain, Gary Flounory,
Expected Service Life and Performance Characteristics of HMA Pavements in LTPP
Expected Service Life and Performance Characteristics of HMA Pavements in LTPP Expected Service Life and Performance Characteristics of HMA Pavements in LTPP Submitted to: Asphalt Pavement Alliance Prepared
Field Density Determination of Asphalt Concrete by the Coring Method
Field Density Determination of Asphalt Concrete by the Coring Method 1. Scope: This procedure is for determining the density of in place asphalt concrete pavement. 2. Apparatus: 2.1 Scale or balance having
WATERPROOFING FOR CONCRETE STRUCTURES
MANUAL OF CONTRACT DOCUMENTS FOR ROAD WORKS VOLUME 1 SPECIFICATION FOR ROAD WORKS SERIES 2000 WATERPROOFING FOR CONCRETE STRUCTURES Contents Clause Title Page 2001 General 2 2002 Protection of Bridge Deck
CHAPTER I. INTRODUCTION
CHAPTER I. INTRODUCTION 1.1 Background There is a national need to develop asphalt wearing surfaces for modern timber bridges that are not only skid resistant, but also limit the transport of moisture
Asphalt Institute Technical Bulletin. Laboratory Mixing and Compaction Temperatures
ASPHALT INSTITUTE EXECUTIVE OFFICES AND RESEARCH CENTER Research Park Drive P.O. Box 14052 Lexington, KY 40512-4052 USA Telephone 859-288-4960 FAX No. 859-288-4999 Asphalt Institute Technical Bulletin
Proposed Revision to Bridge Design & Drafting Manual
INTEROFFICE MEMO TECHNICAL SERVICES Bridge Engineering Section Office Phone: (503) 986-4200 Fax Number: (503) 986-3407 DATE: February 5, 2014 TO: Scott Liesinger Bridge Design Standards Engineer FROM:
EVALUTATION OF BOND STRENGTH AT ASPHALT INTERFACES MAURICE WHEAT B.S. CIVIL ENGINEERING, KANSAS STATE UNIVERSITY B.S GEOLOGY, KANSAS STATE UNIVERSITY
EVALUTATION OF BOND STRENGTH AT ASPHALT INTERFACES by MAURICE WHEAT B.S. CIVIL ENGINEERING, KANSAS STATE UNIVERSITY B.S GEOLOGY, KANSAS STATE UNIVERSITY A REPORT submitted in partial fulfillment of the
EVALUATION OF OPEN-GRADED FRICTION COURSES: CONSTRUCTION, MAINTENANCE, AND PERFORMANCE
EVALUATION OF OPEN-GRADED FRICTION COURSES: CONSTRUCTION, MAINTENANCE, AND PERFORMANCE Report No. FHWA-SC-12-04 Final Report October 2012 Sponsor Agency: South Carolina Department of Transportation In
Evaluation of Long-Lasting Perpetual Asphalt Pavement Using Life-Cycle Cost Analysis. Arnar Agustsson Sulton Azamov
Evaluation of Long-Lasting Perpetual Asphalt Pavement Using Life-Cycle Cost Analysis Arnar Agustsson Sulton Azamov Contents 1. Perpetual Asphalt Pavement 2. Scope 3. Methodology 4. Performance 5. Alternatives
SECTION 4Aggegate Subbase
The contractor shall moist-cure the completed Lime Treated Subbase for a minimum of days before allowing any traffic on the compacted surface. The contractor shall be responsible for repairing any damages
PAVEMENT STRUCTURE DESIGN GUIDELINES
PAVEMENT STRUCTURE DESIGN GUIDELINES Technical Circular T- 01/15 (Replaces Technical Circular T-01/04) Final Update: Jan. 26, 2015 Geotechnical, Materials and Pavement Engineering TABLE OF CONTENTS 1.0
High-Speed Nondestructive Testing and Intelligent Construction Systems
High-Speed Nondestructive Testing and Intelligent Construction Systems 1st International Conference on Transportation Construction Management February 9-11, 9 2008 Orlando, Florida Ted Ferragut, P.E. NDT
COST EFFECTIVE ROAD MAINTENANCE MARCH 2015
COST EFFECTIVE ROAD MAINTENANCE MARCH 2015 According to the University of New Hampshire technology transfer Center the goal of a Road Surface Management Plan should be the following: Maximize Return on
Performance Evaluation of Jet Fuel Resistant Polymer-Modified Asphalt for Airport Pavements
Performance Evaluation of Jet Fuel Resistant Polymer-Modified Asphalt for Airport Pavements By: Ronald C. van Rooijen (Email: rvrooijen@ooms.nl) Manager R&D Laboratory, Ooms Avenhorn Holding The Netherlands
ASPHALT RUBBER USAGE GUIDE
ASPHALT RUBBER USAGE GUIDE State of Division of Engineering Services Materials Engineering and Testing Services-MS #5 Office of Flexible Pavement Materials 5900 Folsom Boulevard Sacramento, CA 95819-4612
EVALUATION OF ASPHALT BINDER CHARACTERISTICS OF TYPICAL ONTARIO SUPERPAVE CRM AND RAP-HMA MIXTURES
EVALUATION OF ASPHALT BINDER CHARACTERISTICS OF TYPICAL ONTARIO SUPERPAVE CRM AND RAP-HMA MIXTURES Sina Varamini, Ph.D. Candidate and Graduate Research Assistant Centre for Pavement and Transportation
COMPACTING BITUMINOUS SPECIMENS USING THE SUPERPAVE GYRATORY COMPACTOR (SGC)
Test Procedure for COMPACTING BITUMINOUS SPECIMENS USING THE SUPERPAVE TxDOT Designation: Tex-241-F Effective Date: December 2015 1. SCOPE 1.1 Use this test method to: compact cylindrical specimens of
CHAPTER 2 LCCA APPROACHES
2.1 LCCA Basis CHAPTER 2 LCCA APPROACHES When making decisions about pavement design, LCCA: Compares pavement alternatives; and Identifies the best strategy based on current information as well as meeting
SPECIFICATIONS FOR BRIDGE CONSTRUCTION SECTION 16 BRIDGE DECK WATERPROOFING. 16.1 General...16-1. 16.2 Materials...16-1. 16.3 Equipment...
SPECIFICATIONS FOR BRIDGE CONSTRUCTION SECTION 16 BRIDGE DECK WATERPROOFING TABLE OF CONTENTS 16.1 General...16-1 16.2 Materials...16-1 16.3 Equipment...16-1 16.4 Installation...16-2 16.4.1 Traffic Restrictions...16-2
Methodology and rules for design and rehabilitation of road pavement using new hot and cold recycled asphalt mixtures
Deliverable 8 Methodology and rules for design and rehabilitation of road pavement using new hot and cold recycled asphalt mixtures CONTRACT N : G1RD-CT2000-00374 PROJECT N : GRD1-2000-25168 ACRONYM: PARAMIX
AFFINITY BETWEEN BITUMEN AND AGGREGATES: IMPROVEMENT OF THE EN STATIC TEST METHOD
A5EE-141 AFFINITY BETWEEN BITUMEN AND AGGREGATES: IMPROVEMENT OF THE EN STATIC TEST METHOD Martin Hugener 1, Francoise Beltzung 2, Christian Angst 2 1 Laboratory for Road Engineering / Sealing Components,
New Road 11.0m Asphalt 23m ROW
New Road 11.0m Asphalt 23m ROW Granular A - 150 mm sq. m. $5.35 $69.53 Granular B - 300 mm sq. m. $7.35 $95.54 Concrete Curb and Gutter m. $44.67 $89.34 HL3 Asphalt - 40 mm sq. m. $7.66 $84.23 HL 4 or
Asphalt-Rubber Chip Seal (SAM and SAMI) applications have been Main Stream since 1985! By: Jeff Smith
Asphalt-Rubber Chip Seal (SAM and SAMI) applications have been Main Stream since 1985! By: Jeff Smith Background Asphalt-rubber binder and asphalt-rubber pavement preservation systems have been utilized
Definitions...1. Asphalt Rubber Makeup...1. Wet Process High viscosity...1 Wet Process No Agitation...2 Dry Process...2
Introduction to Rubberized Asphalt Concrete Usage RAC-101 Index Definitions...1 Asphalt Rubber Makeup...1 Wet Process High viscosity...1 Wet Process No Agitation...2 Dry Process...2 Asphalt Rubber Binder
Pavement Design. Guest Lecturer Dr. Sirous Alavi, P.E. SIERRA TRANSPORTATION. 1005 Terminal Way, Suite 125 Reno, Nevada 89502
Pavement Design Guest Lecturer Dr. Sirous Alavi, P.E. SIERRA TRANSPORTATION ENGINEERS,, INC. I 1005 Terminal Way, Suite 125 Reno, Nevada 89502 Topics Introduction Design Factors Pavement Types Fundamentals
National Center for Asphalt Technology. Pavement Test Track Research Findings
National Center for Asphalt Technology Pavement Test Track Research Findings 2000 2010 Overview The NCAT Pavement Test Track, a world-renowned accelerated pavement-testing facility, has been operating
Installing Porous Pavement Waukesha County Dept. of Parks & Land Use Storm Water BMP Design and Installation Workshop March 11, 2009
Installing Porous Pavement Waukesha County Dept. of Parks & Land Use Storm Water BMP Design and Installation Workshop March 11, 2009 Presented by Willie Gonwa, P.E., Ph.D. West Allis, Wisconsin Porous
Application of the Endurance Limit Premise in Mechanistic-Empirical Based Pavement Design Procedures
Application of the Endurance Limit Premise in Mechanistic-Empirical Based Pavement Design Procedures Text Word Count: 5,409 Tables & Figures: 3,250 Total Word Count: 8,659 By: 102 Northwest Drive, Suite
Evaluation of Fiber-Reinforced Asphalt Mixtures Using Advanced Material Characterization Tests
Evaluation of Fiber-Reinforced Asphalt Mixtures Using Advanced Material Characterization Tests By Kamil E. Kaloush, Ph.D., P.E., Associate Professor Arizona State University Department of Civil and Environmental
Final Report Evaluation of I-Pave Low Volume Road Design Software
Final Report Evaluation of I-Pave Low Volume Road Design Software May 2015 Michael I Darter, William R. Vavrik, Dinesh Ayyala 2015 2014 Applied Research Associates, Inc. 1 Objectives 1. Obtain all documentation
EMULSION BASICS. Midwestern Pavement. Adam Redman Heritage Research Group October 28, 2010 Des Moines, Iowa
EMULSION BASICS Midwestern Pavement Preservation Partnership Adam Redman Heritage Research Group October 28, 2010 Des Moines, Iowa OVERVIEW History Testing Description Storage and Handling Performance
LIFE-CYCLE COST COMPARISON FOR MUNICIPAL ROAD PAVEMENTS
LIFE-CYCLE COST COMPARISON FOR MUNICIPAL ROAD PAVEMENTS HEIN, David K., P.Eng. Applied Research Associates, Inc., 5401 Eglinton Avenue West, Suite 105, Toronto, ON, CANA- DA, M9C 5K6. Tel: 416-621-9555
CHAPTERS 600 670 PAVEMENT ENGINEERING CHAPTER 600 GENERAL ASPECTS
HIGHWAY DESIGN MANUAL 600-1 May 7, 2012 CHAPTERS 600 670 PAVEMENT ENGINEERING CHAPTER 600 GENERAL ASPECTS Topic 601 - Introduction Pavement engineering involves the determination of the type and thickness
VILLAGE OF LOMBARD CONTRACT DOCUMENT NUMBER ST-09-06 BID PROPOSAL
VILLAGE OF LOMBARD CONTRACT DOCUMENT NUMBER ST-09-06 BID PROPOSAL I/We hereby agree to furnish to the Village of Lombard all necessary materials, equipment, and labor, to complete the North Industrial
External Wrapping of Steel Riser Pipe. Case Study HJ3 CS200902
External Wrapping of Steel Riser Pipe Case Study HJ3 CS200902 Introduction Refineries process a wide variety of petroleum products. As part of the process, they rely on cooling towers, which recycle water
Joint Rehabilitation. Driving Forces for Concrete Pavement Joint Repairs
Long Life Concrete Pavement Joint Performance Joint Rehabilitation Gary Fick, Trinity Construction Management Services, Inc. Representing the National CP Tech Center Driving Forces for Concrete Pavement
The use of Warm Mix Asphalt EAPA Position Paper
The use of Warm Mix Asphalt EAPA Position Paper 1 European Asphalt Pavement Association Rue du Commerce 77 1040 Brussels, Belgium www.eapa.org info@eapa.org January 2010 2 Summary Since the mid 1990s a
ASPHALT PAVEMENT RECYCLING
HOT IN-PLACE RECYCLING THE ENERGY SAVING METHOD ASPHALT PAVEMENT RECYCLING Hot In-Place alt ec cl n The Energy Saving Method! HIGHWAY REHAB CORP Highway Rehab Corp 2258 Route 22 Brewster, NY 10509 Tel
Performance Graded Asphalt Binders Bob Horan, P.E. Consulting Engineer Mechanicsville, VA
Performance Graded Asphalt Binders Bob Horan, P.E. Consulting Engineer Mechanicsville, VA October 30, 2003 T3S - Superpave for Low Volume Roads - R. Horan 1 What is Asphalt? October 30, 2003 T3S - Superpave
Laboratory Evaluation of Asphalt Rubber Mixtures Using the Dynamic Modulus (E*) Test
Laboratory Evaluation of Asphalt Rubber Mixtures Using the Dynamic Modulus (E*) Test By Kamil E. Kaloush, Ph.D., P.E. (corresponding author) Assistant Professor Arizona State University Department of Civil
Hello viewers welcome to lesson 4.7 which is on pavement materials part IV and in this lesson we will be covering bituminous binders.
Introduction to Transportation Engineering Prof. K. Sudhakar Reddy Department of Civil Engineering Indian Institute of Technology, Kharagpur Lecture - 30 Pavement Materials IV Hello viewers welcome to
Ultrasonic Reference Blocks
Ultrasonic Reference Blocks Custom and Standard Test Blocks for Nondestructive Testing Introduction 3 IIW Type 1 Calibration Block 4 Miniature Angle Beam (ROMPAS) Calibration Block 4 Distance Calibration
UPDATE TO THE AUSTRALIAN STANDARD FOR BITUMEN (AS 2008 1997)
UPDATE TO THE AUSTRALIAN STANDARD FOR BITUMEN (AS 2008 1997) Mr Kym Neaylon, ARRB Group, Australia ABSTRACT Bitumen is recognised as a key component in the maintenance of Australia s road transport network,
High Density Polyethylene Liners for Rehabilitation of Corroded Pipelines
High Density Polyethylene Liners for Rehabilitation of Corroded Pipelines Jeff Schell General Manager United Pipeline Middle East, Inc. Introduction HDPE Liners A cost effective and environmentally beneficial
A H M 531 Penetration & Ring & Ball & Ductility & Flash & Fire point By: Mu'men Al-Otoom
The Civil Engineering Center 1 Visit www.ahm531.com for more lecture notes and E-book! The Civil Engineering Center 2 Visit www.ahm531.com for more lecture notes and E-book! Introduction : The grades of
How To Get A Street Opening Permit In Belham
TOWN OF BELLINGHAM STREET OPENING SPECIFICATION December 2004 - Revisions I. GENERAL A. Definitions and Abbreviations: Town Street shall mean a Town owned right of way or public travel way that the Town
Construction Productivity Analysis for Asphalt Concrete Pavement Rehabilitation in Urban Corridors. Paper No.: 02-2876
Eul-Bum Lee Page 1 Construction Productivity Analysis for Asphalt Concrete Pavement Rehabilitation in Urban Corridors Submitted to A2F05 - CONSTRUCTION MANAGEMENT Paper No.: 02-2876 Eul-Bum Lee* Assistant
Fly Ash Slurry Injection (FASI) of Bituminous Thermal Cracks
Fly Ash Slurry Injection (FASI) of Bituminous Thermal Cracks Schedule What is Fly Ash Slurry Injection (FASI) Thermal Cracks and Why They Depress Pavement Rehab Strategies Special Provisions Upcoming Projects
FHWA Update. AASHTO Subcommittee On Construction 2013 Annual Meeting Detroit, MI
FHWA Update AASHTO Subcommittee On Construction 2013 Annual Meeting Detroit, MI Butch Wlaschin, P.E. Director, Office of Asset Management, Pavements & Construction HOT TOPICS - from Butch s Desk MAP-21
Bitumen and foaming properties. October 15, NABin 2013, Grand Hotel Oslo, Helene Odelius, Nynas AB
Bitumen and foaming properties October 15, NABin 2013, Grand Hotel Oslo, Helene Odelius, Nynas AB Content Bitumen foaming; why, when and how? Foaming characterisation of binders Laboratory asphalt evaluation
Assessment of a Hot-in-Place Recycling Process
Tamkang Journal of Science and Engineering, Vol. 4, No. 4, pp. 265-276 (21) 265 Assessment of a Hot-in-Place Recycling Process Dar-Hao Chen and John Bilyeu Department of Transportation Material and Pavements
(T indicates a Tropicalised version with extended workability. No change has been made to the formulation)
928 T (T indicates a Tropicalised version with extended workability. No change has been made to the formulation) High strength, non-shrink cementitious grout Description 928 T is a ready to use product
WATERPROOFING OF REINFORCED CONCRETE FLAT ROOF 12
WATERPROOFING OF REINFORCED CONCRETE FLAT ROOF 12 87 88 GOOD INDUSTRY PRACTICES 12 WATERPROOFING OF REINFORCED CONCRETE FLAT ROOF 12.1 BACKGROUND Most roofs in Singapore are constructed using reinforced
Preservation, Repair and Rehabilitation of Concrete Bridges, Pavements and Tunnels in Virginia
Preservation, Repair and Rehabilitation of Concrete Bridges, Pavements and Tunnels in Virginia International Concrete Repair Institute Spring Convention Reno, Nevada March 20, 2014 Michael Sprinkel, PE.,