Pedestrians at Multi-Modal Intersections
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DEVELOPMENT OF AN AGENT BASED SIMULATION MODEL FOR PEDESTRIAN INTERACTIONS by MOHAMED HUSSEIN B.Sc., Ain Shams University, 2004 M.Sc., Ain Shams University, 2010 A THESIS SUBMITTED IN PARTIAL FULFILLMENT OF THE REQUIREMENTS FOR THE DEGREE OF DOCTOR OF PHILOSOPHY in THE FACULTY OF GRADUATE AND POSTDOCTORAL STUDIES (Civil Engineering) THE UNIVERSITY OF BRITISH COLUMBIA (Vancouver) December 2016 © Mohamed Hussein, 2016 Abstract Developing a solid understanding of pedestrian behavior is important for promoting walking as an active mode of transportation and enhancing pedestrian safety. Computer simulation of pedestrian dynamics has gained recent interest as an important tool in analyzing pedestrian behavior in many applications. As such, this thesis presents the details of the development of a microscopic simulation model that is capable of modeling detailed pedestrian interactions. The model was developed based on the agent-based modeling approach, which outperforms other existing modeling approaches in accounting for the heterogeneity of the pedestrian population and considering the pedestrian intelligence. Key rules that control pedestrian interactions in the model were extracted from a detailed pedestrian behavior study that was conducted using an automated computer vision platform, developed at UBC. The model addressed both uni-directional and bi- directional pedestrian interactions. A comprehensive methodology for calibrating model parameters and validating its results was proposed in the thesis. Model parameters that could be measured from the data were directly calibrated from actual pedestrian trajectories, acquired by means of computer vision. Other parameters were indirectly calibrated using a Genetic Algorithm that aimed at minimizing the error between actual and simulated trajectories. The validation showed that the average error between actual and simulated trajectories was 0.35 meters. -
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. -
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. -
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. -
Arlington County Pavement Marking Specifications
DEPARTMENT OF ENVIRONMENTAL SERVICES ARLINGTON COUNTY PAVEMENT MARKING SPECIFICATIONS MAY 2017 T-1.1 PAVEMENT MARKINGS Table of Contents 1. General ................................................................................................................................................ 2 2. Design Criteria ...................................................................................................................................... 3 3. Marking Plan Preparation ..................................................................................................................... 4 Exhibits ...................................................................................................................................................... 5 MK – 1 Typical Crosswalk ......................................................................................................................... 5 MK – 1a Typical Crosswalk Details .............................................................................................................. 6 MK – 2 Typical Cross Section ..................................................................................................................... 7 MK – 3 Typical Speed Hump Markings ...................................................................................................... 8 MK – 4 Typical Speed Table ...................................................................................................................... 9 MK – 4a Typical Speed Hump Details ....................................................................................................... -
Minneapolis Transportation Action Plan (Engagement Phase 3)
Minneapolis Transportation Action Plan (Engagement Phase 3) Email Comment Topic Comment # The recommendations in this submission expand on this principle and support the overall Transportation Action Plan goals of designing transportation to achieve the aims of Minneapolis 2040, address climate change, reduce traffic fatalities and injuries, and improve racial and economic equity. In line with these goals, our most significant recommendations for the Prospect Park area are to • Invest in the protected bike network: extending the Greenway over the River, and building the Prospect Park Trail along railroad right-of- way • Transform University Avenue and Washington Avenues • Complete the Grand Rounds and use the Granary corridor to redirect truck traffic Priorities for transportation improvements in Prospect Park 1. Improve pedestrian infrastructure throughout the community including safe crossings of University Avenue SE (Bedford, Malcolm, 29th and 27th), Franklin Avenue SE (Bedford, Seymour) and 27th Avenue SE (Essex, Luxton Park to Huron pedestrian overpass). We encourage the city to narrow residential intersections, particularly in Bicycling, the Tower Hill sub-neighborhood where streets do not meet at right Walking, 1 angles, and crossing distances are significantly longer than needed. Additional Planters and plastic delineators could be used to achieve this ahead of Comments reconstruction. Maintenance and improvements should focus on public safety, adequate lighting and landscape upkeep. Throughout the neighborhood residents have cited safety (particularly at night), sidewalk disrepair, narrowness, snow and ice issues, and have expressed support for full ADA compliance. 2. Complete the Minneapolis Grand Rounds and the Granary Corridor (see Map 2) to enhance community access to city and regional parks and trails as well as to adjoining neighborhoods. -
Selection of Pedestrian Crossing Treatments at Controlled and Uncontrolled Locations
JOINT TRANSPORTATION RESEARCH PROGRAM INDIANA DEPARTMENT OF TRANSPORTATION AND PURDUE UNIVERSITY Selection of Pedestrian Crossing Treatments at Controlled and Uncontrolled Locations Suleiman Ashur Mohammad Alhassan SPR-3723 • Report Number: FHWA/IN/JTRP-2015/03 • DOI: 10.5703/1288284315522 RECOMMENDED CITATION Ashur, S., & Alhassan, M. (2015). Selection of pedestrian crossing treatments at controlled and uncontrolled locations (Joint Transportation Research Program Publication No. FHWA/IN/JTRP-2015/03). West Lafayette, IN: Purdue University. http://dx.doi.org/10.5703/1288284315522 AUTHORS Suleiman Ashur, PhD, PE Professor of Civil Engineering and Program Coordinator Department of Engineering Indiana University–Purdue University Fort Wayne (260) 481-6080 [email protected] Corresponding Author Mohammad Alhassan, PhD Associate Professor of Civil Engineering and Program Coordinator Department of Engineering Indiana University–Purdue University Fort Wayne ACKNOWLEDGMENTS The authors would acknowledge the help and support provided by the following individuals throughout the study: served as the Project Administrator; and the SAC committee members: Michael Holowaty, Jessica Kruger, and Greg RichardsDana Plattner, from INDOT,who requested Rick Drumm the study from andthe FHWA, served and as the Hardisk Business Shah Owner; from American Shuo Li of Structurepoint, INDOT’s Research Inc. The Office, authors who also acknowledge the assistance of the following students: Jerry Brown, Allee Carlasgrad, Austin Eichman, Elizabeth McClamrock, and Paul Robinson. The authors are thankful for the assistance of Naseera Azad in proofreading the draft of the report. JOINT TRANSPORTATION RESEARCH PROGRAM The Joint Transportation Research Program serves as a vehicle for INDOT collaboration with higher education institutions and industry in Indiana to facilitate innovation that results in continuous improvement in the planning, https://engineering.purdue.edu/JTRP/index_html design, construction, operation, management and economic efficiency of the Indiana transportation infrastructure. -
Access Control
Access Control Appendix D US 54 /400 Study Area Proposed Access Management Code City of Andover, KS D1 Table of Contents Section 1: Purpose D3 Section 2: Applicability D4 Section 3: Conformance with Plans, Regulations, and Statutes D5 Section 4: Conflicts and Revisions D5 Section 5: Functional Classification for Access Management D5 Section 6: Access Control Recommendations D8 Section 7: Medians D12 Section 8: Street and Connection Spacing Requirements D13 Section 9: Auxiliary Lanes D14 Section 10: Land Development Access Guidelines D16 Section 11: Circulation and Unified Access D17 Section 12: Driveway Connection Geometry D18 Section 13: Outparcels and Shopping Center Access D22 Section 14: Redevelopment Application D23 Section 15: Traffic Impact Study Requirements D23 Section 16: Review / Exceptions Process D29 Section 17: Glossary D31 D2 Section 1: Purpose The Transportation Research Board Access Management Manual 2003 defines access management as “the systematic control of the location, spacing, design, and operations of driveways, median opening, interchanges, and street connections to a roadway.” Along the US 54/US-400 Corridor, access management techniques are recommended to plan for appropriate access located along future roadways and undeveloped areas. When properly executed, good access management techniques help preserve transportation systems by reducing the number of access points in developed or undeveloped areas while still providing “reasonable access”. Common access related issues which could degrade the street system are: • Driveways or side streets in close proximity to major intersections • Driveways or side streets spaced too close together • Lack of left-turn lanes to store turning vehicles • Deceleration of turning traffic in through lanes • Traffic signals too close together Why Access Management Is Important Access management balances traffic safety and efficiency with reasonable property access. -
DC Bicycle and Pedestrian Traffic Regulations Summary
Bicycle and Pedestrian Traffic Regulations Summary Motorist Responsibilities Regulation Crosswalk definition Any intersection of two or more roadways is a legal crosswalk, whether marked or not. Pedestrians have the same rights in marked crosswalks as in unmarked crosswalks. Crosswalk without signals The driver of a vehicle shall stop and give right of way to a pedestrian crossing the roadway within any marked crosswalk or unmarked crosswalk at an intersection. Blocking a crosswalk A motorist may not park or stop in a crosswalk. Sidewalk Pedestrians have the right of way on the sidewalk. Parking on the sidewalk is prohibited. When driving over the sidewalk at an alley or driveway, stop for pedestrians. Right turn on red Vehicles turning right on red must yield to pedestrians in the crosswalk Turn on green A pedestrian who has begun crossing on the walk signal shall be given the right-of-way by the driver of any vehicle to continue to the opposite sidewalk or safety island, whichever is nearest. Bikes lanes Bike lanes are reserved for bicycles and use by other vehicles is prohibited. Cars passing cyclists A person driving a motor vehicle shall exercise due care by leaving a safe distance, but in no case less than three feet, when overtaking and passing a bicycle Speed Speed must be controlled to avoid colliding with any person or vehicle, including bicyclists, on the street. The duty of all persons is to use due care. Exercise due care Drivers shall exercise due care to avoid colliding with any pedestrians or bicyclists and shall give any audible signal when necessary. -
Txdot Railroad Crossing Design Guidelines
THIS PAGE INTENTIONALLY LEFT BLANK Railroad Crossing Design Guidelines Table of Contents TABLE OF CONTENTS A. INTRODUCTION ......................................................................................................A-1 B. ACTIVE DEVICE CONFIGURATIONS................................................................B-1 C. RAILROAD CROSSINGS ADJACENT TO TRAFFIC SIGNALS.....................C-1 D. RAILROAD CROSSING CLOSURES AND CONSOLIDATIONS....................D-1 TxDOT TOC-1 2016 THIS PAGE INTENTIONALLY LEFT BLANK Railroad Crossing Design Guidelines Introduction A - INTRODUCTION The following design guidelines are intended to assist project designers with roadway design at railroad crossings and supplement the TxDOT Railroad Crossing Detail Standards Sheets (RCD) which contain standards for device placement distances, gate lengths, and crossing panel sizes. These guidelines are not standards, and are intended as examples for various rail-highway configurations. A diagnostic inspection team will determine the ultimate design for each railroad crossing project. The ultimate design shall be compliant with the Texas Manual on Uniform Traffic Control Devices (TMUTCD) and American Railway Engineering and Maintenance-of-Way Association (AREMA) standards. The guidelines are broken down into 3 main categories: ♦ Design of Active Device Configurations ♦ Design of Railroad Crossings Adjacent to Traffic Signals ♦ Design of Railroad Crossing Closures and Consolidations Guidelines are subject to change. TxDOT A-1 2016 THIS PAGE INTENTIONALLY LEFT BLANK Railroad Crossing Design Guidelines Active Device Configurations B - ACTIVE DEVICE CONFIGURATIONS LEGEND Cantilever Gate Assembly I-13 (9”x15”) Mast Flasher R15-1 48"X9" ACTIVE DEVICES NOTES R15-2P 1. EMERGENCY NOTIFICATION (I-13), one sign installed 27"X18" with active device on each approach to the crossing. 2. Gate distance above ground when lowered measured from bottom of gate to top of mast foundation. -
AASHTO Guide for the Planning, Design and Operation of Pedestrian Facilities
Update of the AASHTO Guide for the Planning, Design, and Operation of Pedestrian Facilities Prepared for: The National Cooperative Highway Research Program Transportation Research Board of The National Academies Prepared by: Jennifer Toole, Principal Investigator OCTOBER 11, 2010 The information contained in this report was prepared as part of NCHRP Project 20-07/Task 263, National Cooperative Highway Research Program, Transportation Research Board. NCHRP 20-07/Task 263 Page 1 Update of the AASHTO Guide for the Planning, Design and Operation of Pedestrian Facilities Acknowledgements This study was requested by the American Association of State Highway and Transportation Officials (AASHTO), and conducted as part of the National Cooperative Highway Research Program (NCHRP) Project 20-07. The NCHRP is supported by annual voluntary contributions from the state Departments of Transportation. Project 20-07 provides funding for quick response studies on behalf of the AASHTO Standing Committee on Highways. The report was prepared by a team led by Jennifer Toole of Toole Design Group. The work was guided by a task group which included George Branyan, Jim Ercolano, Eric Glick, Richard Haggstrom, Thomas Huber, Dwight Kingsbury, John N. LaPlante, Paula Reeves, Brooke Struve, R. Scott Zeller, and Gabriel Rousseau. The project manager was Christopher Hedges, NCHRP Senior Program Officer. Disclaimer The opinions and conclusions expressed or implied are those of the research agency that performed the research and are not necessarily those of the Transportation Research Board or its sponsors. The information contained in this document was taken directly from the submission of the authors. This document is not a report of the Transportation Research Board or of the National Research Council.