Geometric Design Strategic Research TRANSPORTATION RESEARCH BOARD 2006 EXECUTIVE COMMITTEE OFFICERS

Total Page:16

File Type:pdf, Size:1020Kb

Geometric Design Strategic Research TRANSPORTATION RESEARCH BOARD 2006 EXECUTIVE COMMITTEE OFFICERS TRANSPORTATION RESEARCH Number E-C110 January 2007 Geometric Design Strategic Research TRANSPORTATION RESEARCH BOARD 2006 EXECUTIVE COMMITTEE OFFICERS Chair: Michael D. Meyer, Professor, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta Vice Chair: Linda S. Watson, Executive Director, LYNX–Central Florida Regional Transportation Authority, Orlando Division Chair for NRC Oversight: C. Michael Walton, Ernest H. Cockrell Centennial Chair in Engineering, University of Texas, Austin Executive Director: Robert E. Skinner, Jr., Transportation Research Board TRANSPORTATION RESEARCH BOARD 2006 TECHNICAL ACTIVITIES COUNCIL Chair: Neil J. Pedersen, State Highway Administrator, Maryland State Highway Administration, Baltimore Technical Activities Director: Mark R. Norman, Transportation Research Board Christopher P. L. Barkan, Associate Professor and Director, Railroad Engineering, University of Illinois at Urbana–Champaign, Rail Group Chair Shelly R. Brown, Principal, Shelly Brown Associates, Seattle, Washington, Legal Resources Group Chair Christina S. Casgar, Office of the Secretary of Transportation, Office of Intermodalism, Washington, D.C., Freight Systems Group Chair James M. Crites, Executive Vice President, Operations, Dallas–Fort Worth International Airport, Texas, Aviation Group Chair Arlene L. Dietz, C&A Dietz, LLC, Salem, Oregon, Marine Group Chair Robert C. Johns, Director, Center for Transportation Studies, University of Minnesota, Minneapolis, Policy and Organization Group Chair Patricia V. McLaughlin, Principal, Moore Iacofano Golstman, Inc., Pasadena, California, Public Transportation Group Chair Marcy S. Schwartz, Senior Vice President, CH2M HILL, Portland, Oregon, Planning and Environment Group Chair Leland D. Smithson, AASHTO SICOP Coordinator, Iowa Department of Transportation, Ames, Operations and Maintenance Group Chair L. David Suits, Executive Director, North American Geosynthetics Society, Albany, New York, Design and Construction Group Chair Barry M. Sweedler, Partner, Safety & Policy Analysis International, Lafayette, California, System Users Group Chair TRANSPORTATION RESEARCH CIRCULAR E-C110 Geometric Design Strategic Research Transportation Research Board Geometric Design Committee Operational Effects of Geometrics Committee January 2007 Transportation Research Board 500 Fifth Street, NW Washington, DC 20001 www.TRB.org TRANSPORTATION RESEARCH CIRCULAR E-C110 ISSN 0097-8515 The Transportation Research Board is a division of the National Research Council, which serves as an independent adviser to the federal government on scientific and technical questions of national importance. The National Research Council, jointly administered by the National Academy of Sciences, the National Academy of Engineering, and the Institute of Medicine, brings the resources of the entire scientific and technical communities to bear on national problems through its volunteer advisory committees. The Transportation Research Board is distributing this Circular to make the information contained herein available for use by individual practitioners in state and local transportation agencies, researchers in academic institutions, and other members of the transportation research community. The information in this Circular was taken directly from the submission of the authors. This document is not a report of the National Research Council or of the National Academy of Sciences. Design and Construction Group L. David Suits, Chair Design Section Elizabeth Hilton, Chair Geometric Design Committee Brian L. Ray, Chair Reza Amini James L. Gattis, II Basil M. Psarianos Don T. Arkle Elizabeth Hilton Jennifer A. Rosales James O. Brewer Karen B. Kahl Norman H. Roush Salvatore Cafiso Joel P. Leisch Joe Wilson Ruffer Richard C. Coakley David R. McDonald, Jr. John Francis Smart Daniel L. Dawson John M. Mason, Jr. Larry Francis Sutherland Karen Dixon Rebecca L. Mowry Mark B. Taylor Eric T. Donnell Mousa Nazif Barton A. Thrasher Ingrid B. Potts Stephen F. Maher, Senior Program Officer Michael DeCarmine, Senior Program Associate Operational and Maintenance Group Leland D. Smithson, Chair Operations Section Daniel S. Turner. Chair Operational Effects of Geometrics Committee Raymond A. Krammes, Chair Nicholas D. Antonucci Douglas W. Harwood Richard J. Porter Geni B. Bahar Joseph E. Hummer Wendel T. Ruff James O. Brewer Kathleen A. King Karen S. Schurr Michael Dimaiuta Keith K. Knapp Larry J. Shannon Eric T. Donnell John J. Nitzel John Francis Smart Paul W. Dorothy Angelia H. Parham Richard W. Stafford Duane S. Eitel Karl Passetti Daniel S. Turner Kay Fitzpatrick Christopher Poe Richard A. Cunard, Senior Program Officer Freda R. Morgan, Senior Program Associate Transportation Research Board 500 Fifth Street, NW Washington, DC 20001 www.TRB.org Jennifer Correro, Proofreader and Layout Contents Part 1: Background........................................................................................................................1 Part II: Research Implementation Plan.......................................................................................5 Part III: Research Problem Statements.......................................................................................8 Median Design and Barrier Considerations for High-Speed Divided Highways in Rural and Urban Areas ..........................................................................8 Performance-Based Geometric Design Analysis....................................................................11 Multimodal Design to Create “Complete Streets”..................................................................14 Investigation of Alternative Geometric Design Highway Design Processes: Strategic Research ..................................................................................................................16 Horizontal Curve Design Philosophy .....................................................................................26 Right-Turn Interactions and Channelized Right Turns ..........................................................28 Ramp and Interchange Spacing ..............................................................................................31 Transition Zones: Design from High-Speed to Low-Speed Rural Sections...........................32 Ramp Design as a System.......................................................................................................34 Safety and Operational Tradeoffs of Freeway Lane and Shoulder Widths............................36 Safety, Operations, and Usability Tradeoffs Between User Groups at Intersections.............38 Operational and Safety Impacts of Four- and Six-Lane Sections with Raised Medians Versus Two-Way Left-Turn Lanes..............................................................40 Superelevation Criteria for Steep Grades on Sharp Horizontal Curves .................................41 Geometric Design Guidelines for Major Intersection Alternatives to Accommodate Multimodal Users.......................................................................................43 Design, Safety, and Operation Considerations of Pedestrian Treatments at Intersections.....................................................................................................46 One- and Two-Way Ramp Loop Design................................................................................48 Effectiveness of Various Midblock Crossing Treatments......................................................50 Intersection Design to Accommodate Pedestrian Crosswalk Cross-Slope.............................52 Guidelines for the Provision of Sidewalks .............................................................................54 Safety Effects of Intersection Skew Angle.............................................................................56 Accommodating Bicycles on Rural Highways.......................................................................59 Operational and Safety Impacts of Angle Versus Parallel Versus Back-In Parking..............62 Appendix A: Combinations of Design Controls and Elements................................................65 Ingrid Potts, Midwest Research Institute Research Topics......................................................................................................................65 Related Research and Literature.............................................................................................65 Cross-Section Elements..........................................................................................................66 Horizontal Curve Design ........................................................................................................71 i Sight Distance.........................................................................................................................72 Breakout Group Notes............................................................................................................74 Appendix B: User and Vehicle Controls....................................................................................84 Douglas Harwood, Midwest Research Institute Design Controls Related to Human Operator Characteristics and Capabilities .....................84 Design Controls Related to Accommodating the Current Vehicle Fleet................................86 Multimodal Highway Design: Enhancing the Design Process to Balance the Needs of All Travel Modes in the Highway Right-of-Way................................88 Breakout Group Notes............................................................................................................89
Recommended publications
  • SIMULATION of DIFFERENT INTERSECTION DESIGN for IMPROVING TRAFFIC FLOW with FACTORS CONSIDERING LOCATION, POPULATION and DRIVER EXPECTANCY Sourabh Kumar Singh Dr
    Science, Technology and Development ISSN : 0950-0707 SIMULATION OF DIFFERENT INTERSECTION DESIGN FOR IMPROVING TRAFFIC FLOW WITH FACTORS CONSIDERING LOCATION, POPULATION AND DRIVER EXPECTANCY Sourabh Kumar Singh Dr. Anil kunte Associate Professor, Research Scholar, Associate Professor, Department of Civil Department of Civil Department of Civil Engineering Engineering, Shri JJT Engineering, Shri JJT Noida International University University University Dr. Paritosh Srivastava Abstract: In today’s economic growth the vehicular traffic is increasing day by day, which leads to failure of intersections before their time period. To increase the efficiency of these failed intersections the engineers added lanes to the existing major and minor roads, but this method do not give results which it used to deliver in the past, hence other methods were adopted. So to increase the efficiency and fulfil the criteria for successful intersection ,to cape with it several intersection are designed which are unconventional in nature like jug handle, bow tie, continuous flow intersection and median u turn which are very effective in increasing green time on highway and minor roads. The software used in this study is Auto- cad for planning and drawing purpose which can be used in sim-traffic software which will be used for simulation purpose of the traffic flow on different designs of intersections. The factors which are considered in this study are -location of town centre, population of the zone and driver expectancy. The final conclusion of this study is that continuous flow intersection provides the best results when the traffic is increased. The construction cost is least in median u turn and giving maximum result than all other intersections.
    [Show full text]
  • Transportation Network Plan Middleton, WI
    Report Transportation Network Plan City of Middleton, WI December 2006 Report for City of Middleton, Wisconsin Transportation Network Plan Prepared by: Traffic Associates LLC and STRAND ASSOCIATES, INC.® 910 West Wingra Drive Madison, WI 53715 www.strand.com December 2006 Approved by Middleton City Council November 21, 2006 TABLE OF CONTENTS Page No. or Following SECTION 1–INTRODUCTION AND EXECUTIVE SUMMARY 1.01 Overview.................................................................................................... 1-1 1.02 Executive Summary................................................................................... 1-3 SECTION 2–EXISTING TRANSPORTATION SYSTEM 2.01 Existing Transportation System................................................................. 2-1 2.02 Traffic Data Collection................................................................................ 2-14 2.03 Existing Conditions Modeling..................................................................... 2-16 SECTION 3–FUTURE CONDITIONS 3.01 Future Traffic Forecasting.......................................................................... 3-1 3.02 Future Conditions Traffic Operations Modeling ......................................... 3-4 3.03 Prioritization of Future Motor Vehicle Needs ............................................. 3-6 SECTION 4–SOLUTION TYPES 4.01 Transportation Solutions............................................................................ 4-1 4.02 Traffic Management Perspective ..............................................................
    [Show full text]
  • Rural Expressway Intersection Synthesis of Practice and Crash Analysis
    RURAL EXPRESSWAY INTERSECTION SYNTHESIS OF PRACTICE AND CRASH ANALYSIS Sponsored by the Iowa Department of Transportation (CTRE Project 03-157) Final Report October 2004 Disclaimer Notice The opinions, fi ndings, and conclusions expressed in this publication are those of the authors and not necessarily those of the Iowa Department of Transportation. The sponsor(s) assume no liability for the contents or use of the information contained in this document. This report does not constitute a standard, specifi cation, or regulation. The sponsor(s) do not endorse products or manufacturers. About CTRE/ISU The mission of the Center for Transportation Research and Education (CTRE) at Iowa State Uni- versity is to develop and implement innovative methods, materials, and technologies for improv- ing transportation effi ciency, safety, and reliability while improving the learning environment of students, faculty, and staff in transportation-related fi elds. Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. CTRE Project 03-157 4. Title and Subtitle 5. Report Date Rural Expressway Intersection Synthesis of Practice and Crash Analysis October 2004 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. T. H. Maze, Neal R. Hawkins, and Garrett Burchett 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Center for Transportation Research and Education Iowa State University 11. Contract or Grant No. 2901 South Loop Drive, Suite 3100 Ames, IA 50010-8634 12. Sponsoring Organization Name and Address 13. Type of Report and Period Covered Iowa Department of Transportation Final Report 800 Lincoln Way 14. Sponsoring Agency Code Ames, IA 50010 15.
    [Show full text]
  • Analysis of the Application of Geometric Figures in Graphic Design Xiao Li Zhuhai College of Jilin University, Zhuhai, China
    2019 International Conference on Art, Design and Cultural Studies (ADCS 2019) Analysis of the Application of Geometric Figures in Graphic Design Xiao Li Zhuhai College of Jilin University, Zhuhai, China Abstract. Geometric figures such as triangle, square, rhombus and circle are the basic elements of common graphics in our real life and graphic design, geometric figures are everywhere, and simple graphics can constitute all phenomena in the world, which can cause people's infinite reverie. The basic geometric figures are formed by conducting combination and change of complex representational figures, which is a reflection of people's summarization ability. The application performance in design is analyzed from the influence of geometric figures in graphic design. Keywords: geometric figure, graphic design, sign, font design, graphic creativity. 1. Introduction As a language of graphic design, geometry is getting more and more credit. In such a fast-paced living space, our graphic requirements for graphic design are also increasing accordingly, the time people stay on complex graphics is becoming shorter and shorter, and it is urgent for us to make changes, simplify complex graphics, make complicated things simple and return to its original nature. It makes people to quickly interpret graphic information under the environment of modern life rhythm. Geometric figures are ubiquitous in graphic design; it is indispensable in font design, sign design, and image design, printing process, package design and pop design. And this kind of expression form of simple geometric figures can convey people's simple, understandable and bright feelings. 2. Application of Geometric Figures in Sign Design The history of the sign can be traced back to the "totem" ancient times, in the evolution process from complexity to simplicity, it expresses emotion with graphics, transfers the expression of meaning to the viewer, and changes from complicated graphics to simple and easy-to-understand intuitive geometric graphics.
    [Show full text]
  • Alternative Intersections Comparative Analysis
    Alternative Intersections Comparative Analysis Morgan State University The Pennsylvania State University University of Maryland University of Virginia Virginia Polytechnic Institute & State University West Virginia University The Pennsylvania State University The Thomas D. Larson Pennsylvania Transportation Institute Transportation Research Building University Park, PA 16802-4710 Phone: 814-865-1891 Fax: 814-863-3707 www.mautc.psu.edu OPERATIONAL ANALYSIS OF ALTERNATIVE INTERSECTIONS By: John Sangster and Hesham Rakha Mid-Atlantic University Transportation Center Final Report Department of Civil and Environment Engineering Virginia Polytechnic Institute and State University July 23, 2015 1 1. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. VT-2012-03 4. Title and Subtitle 5. Report Date Operational Analysis of Alternative Intersections July 21, 2015 6. Performing Organization Code Virginia Tech 7. Author(s) 8. Performing Organization Report No. John Sangster and Hesham Rakha 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Virginia Tech Transportation Institute 3500 Transportation Research Plaza 11. Contract or Grant No. Blacksburg, VA 24061 DTRT12-G-UTC03 12. Sponsoring Agency Name and Address 13. Type of Report US Department of Transportation Final Report Research & Innovative Technology Admin UTC Program, RDT-30 14. Sponsoring Agency Code 1200 New Jersey Ave., SE Washington, DC 20590 15. Supplementary Notes 16. Abstract Alternative intersections and interchanges, such as the diverging diamond interchange (DDI), the restricted crossing u-turn (RCUT), and the displaced left-turn intersection (DLT), have the potential to both improve safety and reduce delay. However, partially due to lingering questions about analysis methods and service measures for these designs, their rate of implementation remains low.
    [Show full text]
  • TAC 2003 Jughandle Final
    UNCONVENTIONAL ARTERIAL DESIGN Jughandle Intersection Concept for McKnight Boulevard in Calgary G. FurtadoA, G. TenchaA and, H. DevosB A McElhanney Consulting Services Ltd., Surrey, BC B McElhanney Consulting Services Ltd., Edmonton, AB ABSTRACT: A functional planning study was initiated along McKnight Boulevard by the City of Calgary in response to the growing traffic and peak hour congestion routinely experienced along the corridor. The objective of the study was to identify and define, the most suitable improvements for medium term (2015 horizon) and long-term (2038 horizon) traffic demands, while conforming to a large number of independent constraints. Numerous alternatives were identified, and in due course rejected, due to their inability to adequately address the project requirements or satisfactorily meet stakeholder needs. Ultimately, a conventional intersection design involving widening along the south side of the corridor and the jughandle intersection concept were short listed for further evaluation and comparison. These design alternatives were subjected to a relatively rigorous appraisal that included performance, signing, laning and signalization requirements, property impacts, access and transit requirements, safety considerations, human factors and environmental impacts to name a few. It was found that operationally, the jughandle intersection design has compelling application potential in high volume corridors where local access is required and full grade separation is impractical or too costly. However, the jughandle property acquisition requirements and resulting costs along highly urbanized corridors, combined with their limited implementation experience in North America, can preclude their use in less than optimum circumstances. 1. INTRODUCTION Arterial roadways are typically designed and built with the intention of providing superior traffic service over collector and local roads (1).
    [Show full text]
  • Instrumentalists and Renaissance Culture, 1420–1600
    Instrumentalists and Renaissance Culture, 1420–1600 This innovative and multilayered study of the music and culture of Renaissance instrumentalists spans the early institutionalization of instrumental music from c.1420 to the rise of the basso continuo and newer roles for players around 1600. Employing a broad cultural narrative interwoven with detailed case studies, close readings of eighteen essential musical sources, and analysis of musical images, Victor Coelho and Keith Polk show that instrumental music formed a vital and dynamic element in the artistic landscape, from rote function to creative fantasy. Instrumentalists occupied a central role in courtly ceremonies and private social rituals during the Renaissance, as banquets, dances, processions, religious celebrations, and weddings all required their participation – regardless of social class. Instrumental genres were highly diverse artistic creations, from polyphonic repertories revealing knowledge of notated styles, to improvisation and flexible practices. Understanding the contributions of instrumentalists is essential for any accurate assessment of Renaissance culture. victor coelho is Professor of Music and Director of the Center for Early Music Studies at Boston University, a fellow of Villa I Tatti, the Harvard University Center for Italian Renaissance Studies in Florence, and a lutenist and guitarist. His books include Music and Science in the Age of Galileo, The Manuscript Sources of Seventeenth- Century Italian Lute Music, Performance on Lute, Guitar, and Vihuela, and The Cambridge Companion to the Guitar. In 2000 he received the Noah Greenberg Award given by the American Musicological Society for outstanding contributions to the performance of early music, resulting in a recording (with Alan Curtis) that won a Prelude Classical Award in 2004.
    [Show full text]
  • A303 Amesbury to Berwick Down Public Consultation APRIL 2018
    A303 Amesbury to Berwick Down public consultation APRIL 2018 Response to consultation questions Note: This response should be read in conjunction with the letter attached to this consultation response. This document details our response to the questions raised in the consultation documents provided by Highways England on the proposed scheme as currently designed. We note that while we have now been presented with more information about the design, a substantial amount of detailed design work still needs to be undertaken. We also await the publication of the full Environmental Impact Assessment and associated Heritage Impact Assessment to enable us to properly assess the potential impacts of the proposed scheme and the effectiveness of the measures proposed to mitigate those impacts. All of the comments we provide in this document (and the associated letter) are therefore given in the expectation of the delivery of a considered, high quality solution to the final design and construction of this proposed scheme, appropriate to the protection of this internationally important site. The potential impacts and benefits of the proposed scheme must be tested in accordance with UNESCO/ICOMOS guidance to assess whether it will protect, conserve and enhance the Outstanding Universal Value (OUV) of the World Heritage Site (WHS). To that end, notwithstanding the need for Highways England as the scheme promoters to complete such an assessment as part of their full Heritage Impact Assessment, we, together with Historic England, have carried out our own assessments using this guidance to inform our position. Based on the findings of our latest assessment, we consider that while Highways England have made many improvements to the road design in an attempt to protect the WHS, further mitigation measures are required in order to ensure that the road, particularly in the western part of the WHS, does not cause unacceptable harm to its OUV.
    [Show full text]
  • Design Manual M 22-01.15 July 2018
    Publications Transmittal Transmittal Number Date PT 18-056 July 2018 Publication Distribution To: Design Manual Holders Publication Title Publication Number Design Manual – July 2018 M 22-01.15 Originating Organization WSDOT Development Division, Design Office – Design Policy, Standards, and Safety Research Section Remarks and Instructions What’s changed in the Design Manual for July 2018? See the summary of revisions beginning on Page 3. How do you stay connected to current design policy? It’s the designer’s responsibility to apply current design policy when developing transportation projects at WSDOT. The best way to know what’s current is to reference the manual online. Access the current electronic WSDOT Design Manual, the latest revision package, and individual chapters at: www.wsdot.wa.gov/publications/manuals/m22-01.htm We’re ready to help. If you have comments or questions about the Design Manual, please don’t hesitate to contact us. Area of Practice Your Contacts Geometric Design, Roadside Safety Jeff Petterson 360-705-7246 [email protected] and Traffic Barriers Chris Schroedel 360-705-7299 [email protected] General Guidance and Support John Donahue 360-705-7952 [email protected] To get the latest information on individual WSDOT publications: Sign up for email updates at: www.wsdot.wa.gov/publications/manuals/ HQ Design Office Signature Phone Number /s/ Jeff Carpenter 360-705-7821 Page 1 of 6 Remove/Insert instructions for those who maintain a printed manual NOTE: Also replace the Title Page CHAPTER/SECTION REMOVE
    [Show full text]
  • Pedregal-Catambuco Segment
    - – ENVIRONMENTAL IMPACT STUDY FOR THE RUMICH2015 ACA PASTO DUAL CARRIAGEWAY, PEDREGAL CATAMBUCO SPAN, CONCESSION CONTRACT UNDER SCHEME APP NO. 15 OF Ambientales S.A.S Géminis Consultores EXECUTIVE SUMMARY March 2017 San Juan de Pasto, - – ENVIRONMENTAL IMPACT STUDY FOR THE RUMICHACA PASTO DUAL CARRIAGEWAY, PEDREGAL CATAMBUCO SPAN, CONCESSION CONTRACT UNDER SCHEME APP NO. 15 OF 2015 -Pasto theThePedregal Rumichaca- Catambuco dualspan carriageway road project is a project of national interest and one of the most important in the department of Nariño, which is part of , subject matter of this Environmental Impact Study (EIS). Given its technical characteristics, which can lead to serious deterioration to the implementation,renewable natural resources, or the environment, or introduce significant or notable changes to the landscape, -theANLA project- is subject of environmental licensing for its reason why it is submitted to considerationgathered of the National Authority 2015.of Environmental Licenses , in compliance with provisions of decree 1076 of 2015, as well as the terms of reference for road projects, by resolution 0751 of The EIS SAS where the is developed by Gemini Environmental Consultants and contains the environmental characterizationn of the territory project of the second carriageway will be constructed, as well as the description of the actions and interrelation of the atural resourcesthere with said works. On the other hand, the title holder of is the Concesionaria Vial Unión del Sur and is part of the eight second wave projects of the Fourth Generation of Road Concessions that are governed by the guidelines set forth in the CONPESation document 3760 of 2013 and byInfrastr the regulations (Law 1508 of 2012) related to Public Private Partnerships (PPPS) and who are in charge of the Ministry of Transport , through the National ucture AgencyEIA (ANI).
    [Show full text]
  • Introducing the NACTO Urban Design Guidelines What Is NACTO?
    The NACTO USDG – expanding the toolkit Introducing the NACTO Urban Design Guidelines What Is NACTO? • Founded 1996 • Peer Network of Large Central Cities (32) • Advancing Sustainable Transportation and Street Design • Focus on Local Innovation and Expertise • City Counterpart to AASHTO San Mateo Training Overview MAY 13 Training for local policymakers and elected officials MAY 14 Training for Public Works and Engineering MAY 20 On-site street design charrette at Middlefield Road May 13 Agenda Overview 9:00 – 9:15 Opening Remarks 9:15 – 10:30 Presentations: Design Policies & Assumptions 10:30 - 10:40 Break 10:40 – 11:30 Presentations: Streets & Measurement 11:30 – 12:45 Interactive Design Exercise & Lunch 12:45 – 2:00 Presentations & Discussion: Bikeway Design & Safe Intersection Design May 7, 2014: Tacoma vows to prosecute rogue crosswalk painters “City Crosswalks must comply with federal guidelines…We look at sight distance, we look at traffic volumes, we look at street width…” -Kurtis Kingsolver, City of Tacoma Director of Public Works Current street design guidance Prevailing design guidelines define every street as a highway Fixed-object hazards vs. community assets The Need for Speed “The objective in design of any engineered facility used by public is to satisfy the public’s demand for service in an economical manner with efficient traffic operations and with low crash frequency and severity. The facility should, therefore, accommodate nearly all demands with reasonable adequacy and also should not fail under severe or extreme traffic
    [Show full text]
  • Intersection Geometric Design
    Intersection Geometric Design Course No: C04-033 Credit: 4 PDH Gregory J. Taylor, P.E. Continuing Education and Development, Inc. 22 Stonewall Court Woodcliff Lake, NJ 07677 P: (877) 322-5800 [email protected] Intersection Geometric Design INTRODUCTION This course summarizes and highlights the geometric design process for modern roadway intersections. The contents of this document are intended to serve as guidance and not as an absolute standard or rule. When you complete this course, you should be familiar with the general guidelines for at-grade intersection design. The course objective is to give engineers and designers an in-depth look at the principles to be considered when selecting and designing intersections. Subjects include: 1. General design considerations – function, objectives, capacity 2. Alignment and profile 3. Sight distance – sight triangles, skew 4. Turning roadways – channelization, islands, superelevation 5. Auxiliary lanes 6. Median openings – control radii, lengths, skew 7. Left turns and U-turns 8. Roundabouts 9. Miscellaneous considerations – pedestrians, traffic control, frontage roads 10. Railroad crossings – alignments, sight distance For this course, Chapter 9 of A Policy on Geometric Design of Highways and Streets (also known as the “Green Book”) published by the American Association of State Highway and Transportation Officials (AASHTO) will be used primarily for fundamental geometric design principles. This text is considered to be the primary guidance for U.S. roadway geometric design. Copyright 2015 Gregory J. Taylor, P.E. Page 2 of 56 Intersection Geometric Design This document is intended to explain some principles of good roadway design and show the potential trade-offs that the designer may have to face in a variety of situations, including cost of construction, maintenance requirements, compatibility with adjacent land uses, operational and safety impacts, environmental sensitivity, and compatibility with infrastructure needs.
    [Show full text]