Pedestrian Accommodations at Intersections
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Ken Matthews: 1934-2019
KEN MATTHEWS: 1934-2019 The world’s racewalking community was saddened in June 2019 to hear of the passing of Ken Matthews, Great Britain’s last surviving Olympic race walking Gold medallist. His death occurred on the evening of Sunday 2 nd June in Wrexham where he was a hospital in-patient. Kenneth ("Ken") Joseph Matthews was born on 21 June 1934 in Birmingham and started his race walk career as an 18- year-old, following in the footsteps of his father, Joe, who was a founding member of the now defunct Royal Sutton Coldfield Walking Club. Throughout his athletics career, Ken remained Midlands based, and remained a loyal member of Royal Sutton Coldfield Walking Club. An electrical maintenance engineer at a power station near his hometown of Sutton Coldfield, he became one of England's most successful ever racewalkers and dominated the world stage throughout the early 1960's. He won 17 national titles, as well as Olympic and European gold and, between 1964 to 1971 he held every British record from 5 miles to 2 hours, including a 10-mile world best of 69:40.6. Perhaps surprisingly, he did not dominate as a youngster and it was not until 1959, at age 25, that he won his first British titles – the RWA's 10 miles road title and the AAA's 2 miles and 7 miles track titles. 1 From then on, he was pretty much unbeatable in England, but the British race most people remember is, interestingly, a loss rather than a victory. In spectacle, excitement and sheer athleticism, the 1960 AAA 2 mile duel between Stan Vickers and Ken stands comparison with any of the great races in the history of the championships. -
Pedestrian Crossing Treatments
PEDESTRIAN CROSSING TREATMENTS BEST PRACTICES Presented by: Doug Enderson, P.E., PTOE Cody Salo, P.E. 1 PRESENTER INTRODUCTIONS Doug Enderson, P.E., PTOE Cody Salo, P.E. Ped Crossing Experience: Ped Crossing Experience: • ADA Design-Build • RRFB • ADA Inventory & Retrofit • HAWK • RRFB • Accessible Signal Upgrades • HAWK • ADA Transition Plans • Equestrian Signal Design • Pedestrian Bridges • Accessible Signal Upgrades • Bulb-Outs • Bulb-Outs • ADA Training • Shared Use Paths • Shared Use Paths 2 THE AGENDA 1. Regulations & Policies 2. Pedestrian Crossing Elements 3. Crossing Treatments 4. Funding Options 5. Questions DISCLAIMER IMAGES, PROJECTS, and EXAMPLES have been sourced from many various locations/entities. WE ARE NOT CLAIMING THESE AS OUR OWN! 3 REGULATIONS & POLICY Manual on Uniform Traffic Control Devices (MUTCD) ! National standards governing all traffic control devices ! Two revisions accepted in 2012 ! Ensures uniformity of TC devices 4 REGULATIONS & POLICY Americans with Disabilities Act (ADA) 1990 ! Prohibits discrimination on the basis of disability by public entities (Title II). ! All publicly-owned intersections/facilities must comply with: " Americans with Disabilities Act Accessibility Guidelines (ADAAG) (Title III) Entities may choose to comply with… " Public Rights-of-Way Accessibility Guidelines (PROWAG) 5 REGULATIONS & POLICY A public entity shall: Evaluate its current services, policies,and practices, and the effects thereof, that do not or may not meet the“ requirements“ …Identify physical obstacles in the public -
The ARTS Bicycle and Pedestrian Plan Update
“The ARTS Bicycle and Pedestrian Plan Update envisions a seamless network of safe and inviting bicycling and walking paths, trails, and on-street facilities, between South Carolina, Georgia and the four member counties, that equitably supports economic development, active transportation, healthy lifestyles and improved quality of life for all citizens and visitors of the region.” Chapter V Two ision , Goa ls, and Objectives 1.1. Objective: Ensure that accommodations for Introduction bicyclists and pedestrians are provided on Based on goals and objectives of existing local all appropriate infrastructure projects where and regional planning documents, the input of pedestrians and bicyclists are permitted to the Project’s steering committee, the project travel. purpose, and relevant examples from around 1.2. Objective: Integrate bicycle and pedes- the country, vision, goals, and objectives are trian facilities in their projects, including, but listed below. The goals and objectives are not limited to, transit, development, public categorized by five of the six E’s associated works, infrastructure, and recreation facili- with bicycle- and walk-friendly community ties. designations. The five E’s are: Engineering, 1.3. Objective: Improve the level of service for Education, Encouragement, Enforcement, and existing bicycle and pedestrian facilities in Evaluation. Equity is considered a sixth E and the member counties. is interwoven within the goals and objectives 1.4. Objective: Increase the mileage of bicycle provided. Objectives 1.6, 1.7, and 3.3 give and pedestrian facilities by fifteen percent particular attention to equity, though it should in each of the region’s four counties within be addressed within the implementation of the next 5 years. -
Temporary Traffic Control Zone Pedestrian Access Considerations
Guidance Sheet - Temporary Traffic Control Zone Maintaining Pedestrian Pathways in TTC Zones If a project allows pedestrian access through part of the TTC zone, the pathway should be properly Pedestrian Access Considerations maintained. Note that tape, rope, or a plastic chain strung between devices is not detectable; their use does not comply with the design standards in the ADA or the MUTCD, and these items should not be used as a control for pedestrian movements. When implemented, the following recommendations should improve When developing temporary traffic control (TTC) plans, the importance of pedestrian access in and around safety and convenience: the work zone is often overlooked or underestimated. A basic requirement of work zone traffic control, as provided in the Manual on Uniform Traffic Control Devices (MUTCD), is that the needs of pedestrians, v Inspect pathways regularly, and keep them clear of debris and well-maintained. including those with disabilities, must be addressed in the TTC process. Pedestrians should be provided with reasonably safe, convenient, and accessible paths that replicate as nearly as practical the most v Treat surfaces with non-slip materials for inclement weather. desirable characteristics of the existing sidewalks or footpaths. It is essential to recognize that pedestrians are reluctant to retrace their steps to a prior intersection for a crossing, or to add distance or out-of-the-way v Replace walkway surfaces with holes, cracks, or vertical separation. travel to a destination. This guidance sheet serves to remind TTC designers and construction personnel of v Inspect detour pathways regularly for adequacy of signal timing, signs, and potential traffic the importance of pedestrian access, to stress the need for pedestrian safety, and to offer suggestions that will improve the visibility of pedestrian access. -
Pedestrian Crossings: Uncontrolled Locations
Pedestrian Crossings: Uncontrolled Locations CENTER FOR TRANSPORTATION STUDIES Pedestrian Crossings: Uncontrolled Locations June 2014 Published By Minnesota Local Road Research Board (LRRB) Web: www.lrrb.org MnDOT Office of Maintenance MnDOT Research Services Section MS 330, 395 John Ireland Blvd. St. Paul, Minnesota 55155 Phone: 651-366-3780 Fax: 651-366-3789 E-mail: [email protected] Acknowledgements The financial and logistical support provided by the Minnesota Local DATA COLLECTION Road Research Board, the Minnesota Department of Transportation (MnDOT), and the Minnesota Local Technical Assistance Program John Hourdos and Stephen Zitzow, University of Minnesota (LTAP) at the Center for Transportation Studies (CTS), University of PRODUCTION Minnesota for this work is greatly acknowledged. Research, Development, and Writing: Bryan Nemeth, Ross Tillman, The procedures presented in this report were developed based on infor- Jeremy Melquist, and Ashley Hudson, Bolton & Menk, Inc. mation from previously published research studies and reports and newly collected field data. Editing: Christine Anderson, CTS The authors would also like to thank the following individuals and orga- Graphic Design: Abbey Kleinert and Cadie Wright Adikhary, CTS, and nizations for their contributions to this document. David Breiter, Bolton & Menk, Inc. TECHNICAL ADVISORY PANEL MEMBERS Tony Winiecki , Scott County Pete Lemke, Hennepin County Kate Miner, Carver County Tim Plath, City of Eagan Mitch Rasmussen, Scott County Jason Pieper, Hennepin County Mitch Bartelt, MnDOT This material was developed by Bolton & Menk, Inc., in coordination with the Minne- Melissa Barnes, MnDOT sota Local Road Research Board for use by practitioners. Under no circumstances shall Tim Mitchell, MnDOT this guidebook be sold by third parties for profit. -
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. -
The Effects of Roundabouts on Pedestrian Safety
The Effects of Roundabouts on Pedestrian Safety Prepared for The Southeastern Transportation Center University of Tennessee – Knoxville Knoxville, Tennessee Prepared by John R. Stone, Ph.D KoSok Chae & Sirisha Pillalamarri Department of Civil Engineering North Carolina State University Raleigh, NC 27695-7908 Funded by The Southeastern Transportation Center With a Grant from The University Transportation Centers Program U.S. Department of Transportation August 2002 NCSU Preface This project examines the safety aspects of modern roundabouts with respect to pedestrians. Since the emergence of modern roundabouts in the US, safety has been recognized as a major concern for the effectiveness of roundabout performance. Pedestrians may be more prone to unsafe crossings at roundabouts due to new geometries, signalization (or lack of it), right of way assignments for pedestrians and vehicles, and visual and auditory cues. This project documents case study, statistical, and simulation analyses regarding pedestrian safety at roundabouts. The results suggest that roundabouts are safe with respect to pedestrians. This report includes the following topics: • literature review summarizing international and US experience with roundabouts and pedestrians, • alternative research approaches, • case study analysis of a candidate roundabout intersection in Raleigh, NC, • statistical analysis for pedestrian crashes at the case study intersection, and • simulation of the case study intersection vehicle and pedestrian movements with the original intersection and with the candidate roundabout. Copies of the report are available from the Southeastern Transportation Center, University of Tennessee – Knoxville. We hope that the results of this research will continue to prove valuable to the roundabout community. i NCSU Acknowledgements The faculty and students who worked on this project gratefully appreciate the financial support of a “seed grant” from the Southeastern Transportation Center at the University of Tennessee-Knoxville under the auspices of the USDOT University Centers Program. -
PLANNING and DESIGNING for PEDESTRIANS Table of Contents
PLANNING AND DESIGNING FOR PEDESTRIANS Table of Contents 1. Executive Summary ................................................................1 1.1 Scope of Guidelines.............................................................................. 2 1.2 How the Pedestrian-Oriented Design Guidelines Can be Used........ 5 1.3 How to Use the Chapters and Who Should Use Them ...................... 6 2. Pedestrian Primer ...................................................................9 2.1 What is Pedestrian-Oriented Design? ................................................. 9 2.2 Link Between Land Use and Transportation Decisions .................. 10 2.3 Elements of a Walkable Environment ............................................... 11 2.4 What Kind of Street Do You Have and What Kind Do You Want?... 12 2.4.1 "Linear" and "Nodal" Structures .......................................................................... 12 2.4.2 Interconnected or Isolated Streets ....................................................................... 14 2.4.3 Street Rhythm......................................................................................................... 15 2.4.4 "Seams" and "Dividers" ........................................................................................ 16 3. Community Structure and Transportation Planning.........17 3.1 Introduction ......................................................................................... 17 3.2 Land Use Types and Organization..................................................... 18 -
Chapter 5 Safety
5 Safety 5.1 Introduction 103 5.2 Conflicts 104 5.2.1 Vehicle conflicts 105 5.2.2 Pedestrian conflicts 108 5.2.3 Bicycle conflicts 110 5.3 Crash Statistics 111 5.3.1 Comparisons to previous intersection treatment 111 5.3.2 Collision types 113 5.3.3 Pedestrians 117 5.3.4 Bicyclists 120 5.4 Crash Prediction Models 122 5.5 References 125 Exhibit 5-1. Vehicle conflict points for “T” Intersections with single-lane approaches. 105 Exhibit 5-2. Vehicle conflict point comparison for intersections with single-lane approaches. 106 Exhibit 5-3. Improper lane-use conflicts in double-lane roundabouts. 107 Exhibit 5-4. Improper turn conflicts in double-lane roundabouts. 108 Exhibit 5-5. Vehicle-pedestrian conflicts at signalized intersections. 109 Exhibit 5-6. Vehicle-pedestrian conflicts at single-lane roundabouts. 109 Exhibit 5-7. Bicycle conflicts at conventional intersections (showing two left-turn options). 110 Exhibit 5-8. Bicycle conflicts at roundabouts. 111 Exhibit 5-9. Average annual crash frequencies at 11 U.S. intersections converted to roundabouts. 112 Exhibit 5-10. Mean crash reductions in various countries. 112 Exhibit 5-11. Reported proportions of major crash types at roundabouts. 113 Exhibit 5-12. Comparison of collision types at roundabouts. 114 Exhibit 5-13. Graphical depiction of collision types at roundabouts. 115 Exhibit 5-14. Crash percentage per type of user for urban roundabouts in 15 towns in western France. 116 Exhibit 5-15. British crash rates for pedestrians at roundabouts and signalized intersections. 117 Exhibit 5-16. Percentage reduction in the number of crashes by mode at 181 converted Dutch roundabouts. -
"Judicial Corruption"
16/06/2017 Gmail - "JUDICIAL CORRUPTION" William Finnerty <[email protected]> "JUDICIAL CORRUPTION" William Finnerty <[email protected]> Fri, Jun 16, 2017 at 3:10 PM To: "First Minister of Northern Ireland Arlene Foster LL.B. MLA" <[email protected]>, [email protected], "Northern Ireland Justice Department, Case Ref: COR/1248/2016" <private.office@justice- ni.x.gsi.gov.uk>, Northern Ireland Justice Minister Claire Sugden MLA <[email protected]>, Northern Ireland Minister For Finance Máirtín Ó Muilleoir MLA <[email protected]>, Northern Ireland Minister for Health Michelle O'Neill MLA <[email protected]>, [email protected], "Lawyer Paul J. O'Kane LL.B." <[email protected]>, "Lawyer Aoife McShane LL.B." <[email protected]>, Lawyer Rory McShane <[email protected]>, Lawyer Mary Doherty <[email protected]>, "Lawyer Ronan McGuigan, LL.B. Solicitor Advocate" <[email protected]>, "Lawyer Jacqueline Malone LL.B. Solicitor Advocate" <[email protected]>, "Lawyer Louise Moley LL.B." <[email protected]>, "Lawyer Ann Marie Featherstone LL.B. LL.M." <[email protected]>, Sheila McGuigan <[email protected]>, McGuigan Malone Solicitors <[email protected]>, "Lawyer Ronan Haughey of ML White Solicitors Ltd, Newry, Northern Ireland" <[email protected]>, "John Mackell, Director of Client (Solicitor) -
What Are the Advantages of Roundabouts?
What is a roundabout? A roundabout is an intersection where traffic travels around a Circulatory central island in a counter- Truck Apron Roadway clockwise direction. Vehicles entering or exiting the roundabout must yield to vehicles, bicyclists, and pedestrians. Figure 1 presents the elements of a roundabout. Yield Line Splitter Island Figure 1: Elements of a Roundabout What are the advantages of roundabouts? • Less Traffic Conflict: Figure 2 compares the conflict points between a conventional intersection and a modern roundabout. The lower number of conflict points translates to less potential for accidents. • Greater safety(1): Primarily achieved by slower speeds and elimination of left turns. Design elements of the roundabouts cause drivers to reduce their speeds. • Efficient traffic flow: Up to 50% increase in traffic capacity • Reduced Pollution and fuel usage: Less stops, shorter queues and no left turn storage. • Money saved: No signal equipment to install or maintain, plus savings in electricity use. • Community benefits: Traffic calming and enhanced aesthetics by landscaping. (1) Statistics published by the U.S. Dept. of transportation, Federal Highway Administration shows roundabouts to have the following advantages over conventional intersections: • 90% reduction in fatalities • 76% reduction in injuries • 35% reduction in pedestrian accidents. Signalized Intersection Roundabout Figure 2: Conflict Point Comparison How to Use a Roundabout Driving a car • Slow down as you approach the intersection. • Yield to pedestrians and bicyclists crossing the roadway. • Watch for signs and pavement markings. • Enter the roundabout if gap in traffic is sufficient. • Drive in a counter-clockwise direction around the roundabout until you reach your exit. Do not stop or pass other vehicles. -
Movingforward
FORWARD movingfAll 2010 A quarterly review of news and information about Pennsylvania local roads. When to Use Stop Signs in Alleys A Guide to Understanding the State’s Requirements Related to Traffic-Control Devices at Alley Intersections by Patrick Wright, Pennoni Associates When deciding whether to use stop signs and other An alley is considered a “highway” in the Vehicle traffic-control devices in alleys, municipalities Code because it is a “roadway open to the use of the should be familiar with two major issues. The first public.” Following this logic, the junction of an alley is whether traffic control is even required, and the with another highway (including another alley) is con- second is how to properly place the signs especially sidered an “intersection” under the Vehicle Code, and within the space constraints found in most alleys. thus crosswalks (whether marked or unmarked) exist. Understanding Alleys What Traffic-Control and Intersections Devices Are Required? Alleys are defined separately in both the Now that the definitions of alleys and intersec- Pennsylvania Vehicle Code (Title 75) and the tions have been clarified, the next step is to deter- Manual on Uniform Traffic Control Devices mine what traffic-control devices are required for (MUTCD). According to the Vehicle Code (Title alleys. As at any intersection, the Vehicle Code does 75, Section 102) as well as the MUTCD, an alley not necessarily require stop signs or other traffic-con- is “a street or highway intended to provide access to trol devices. Instead, the code has specific “rules of the rear or side of lots or buildings in urban districts the road” that govern driving behavior and the right- and not intended for the purpose of through of-way at intersections depending on the situation.