2 What Are Streets For?
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A Minority of Streets Account for a Majority of Traffic Flow Bin Jiang
Street Hierarchies: A Minority of Streets Account for a Majority of Traffic Flow Bin Jiang Department of Land Surveying and Geo-informatics The Hong Kong Polytechnic University, Hung Hom, Kowloon, Hong Kong Email: [email protected] Abstract Urban streets are hierarchically organized in the sense that a majority of streets are trivial, while a minority of streets is vital. This hierarchy can be simply, but elegantly, characterized by the 80/20 principle, i.e. 80 percent of streets are less connected (below the average), while 20 percent of streets are well connected (above the average); out of the 20 percent, there is 1 percent of streets that are extremely well connected. This paper, using a European city as an example, examined, at a much more detailed level, such street hierarchies from the perspective of geometric and topological properties. Based on an empirical study, we further proved a previous conjecture that a minority of streets accounts for a majority of traffic flow; more accurately, the 20 percent of top streets accommodate 80 percent of traffic flow (20/80), and the 1 percent of top streets account for more than 20 percent of traffic flow (1/20). Our study provides new evidence as to how a city is (self-)organized, contributing to the understanding of cities and their evolution using increasingly available mobility geographic information. Keywords: urban street networks, street hierarchy, traffic, power laws, Zipf’s law, Pareto distributions 1. Introduction As a basic man-made infrastructure and backbone of cities, urban streets demonstrate a hierarchical structure in the sense that a majority is trivial, while a minority is vital. -
Vehicular Safety and Operations Assessment of Reserved Lanes Using Microscopic Simulation
Vehicular Safety and Operations Assessment of Reserved Lanes using Microscopic Simulation Chao Li A Thesis in The Department of Building, Civil, and Environmental Engineering Presented in Partial Fulfilment of the Requirements For the Degree of Master of Applied Science in Civil Engineering at Concordia University Montreal, Quebec, Canada Fall 2016 © Chao Li, 2016 CONCORDIA UNIVERSITY School of Graduate Studies This is to certify that the thesis prepared By: Chao Li Vehicular Safety and Operations Assessment of Reserved Lanes using Entitled: Microscopic Simulation and submitted in partial fulfillment of the requirements for the degree of Master of Applied Science (Civil Engineering) complies with the regulations of the University and meets the accepted standards with respect to originality and quality. Signed by the final examining committee: Dr. A. M. Hanna Chair Dr. J. Y. Yu Examiner Dr. Z. Zhu Examiner Dr. C. Alecsandru Supervisor Approved by Dr. Fariborz Haghighat Chair of Department or Graduate Program Director Dr. Amir Asif Dean of Faculty Date Fall, 2016 ABSTRACT Vehicular Safety and Operations Assessment of Reserved Lanes using Microscopic Simulation Chao Li Evaluation of roadway safety via the analysis of vehicular conflicts using microscopic simulation shows increasing preference among transportation professionals, mostly due to significant advances in computational technology that allows for better efficiency when compared with other traffic safety modeling approaches. In addition, since modeling vehicular interactions via simulation is intrinsic to the methodology, one may assess various impacts of safety treatments without disrupting vehicle movements and before proceeding with real-world implementations. VISSIM, a microscopic traffic simulation model, is used in this thesis to reproduce vehicular interactions of an urban High Occupancy Vehicle (HOV) arterial in Québec. -
Transportationtransportation
Transportationtransportation City of Elmhurst Comprehensive Plan TransporTATion Elmhurst’s transportation system consists of an extensive roadway network, including direct access to Interstate High- ways I-290, I-294, and I-88, an extensive commuter rail and bus transit system, as well as a well-connected pedestrian and bike network. This transportation network allows for easy and accessible travel within the City and excellent con- nections to the surrounding metropolitan area. Elmhurst’s interstate highway and commuter rail access are among its strongest assets, making it a very desirable community for living and conducting business. Therefore, maintain- ing a well-functioning and efficient transportation system is critical to sustaining the high quality-of-life in the com- munity. A review of existing conditions, including average daily traffic and transit ridership history, formed the basis for the development of the transportation framework and functional street classification. Through this analysis, pri- Commuter and freight rail tracks ority improvement areas were identified, as well as general improvements or suggestions to manage population and employment growth, relative to a functional and efficient 8. Improve wayfinding signage throughout the city to aid transportation system. This section provides an overview pedestrians, bicyclists and motorists in locating and of the transportation network in Elmhurst and offers some accessing key community facilities. recommendations to sustain and strengthen community mobility. Goal 2: Maintain and determine adequate parking facilities to serve land uses throughout the city. Goals AND OBJECTIVES Objectives: Goal 1: Continue to enhance mobility within the City by 1. Actively monitor, manage and address on-street and effectively managing local traffic issues and anticipating the off-street parking needs within the city to ensure ad- impact of future development on current traffic patterns. -
ROAD SAFETY: BASIC FACTS © Panos / Jacob Silberberg
FACT SHEET #1 ROAD SAFETY: BASIC FACTS © Panos / Jacob Silberberg ROAD SAFETY AND MEDIA REPORTING Road traffic crashes are often covered in the media simply as events—not as a leading killer of people and an enormous drain on a country’s human, health and financial resources. By framing road safety as a health and development story, with data and in-depth information, journalists have the opportunity to affect the way these stories are told and potentially to help shift public behaviour and attitudes, influence policy and therefore contribute towards saving lives. WHY ARE ROAD TRAFFIC INJURIES A PUBLIC HEALTH ISSUE? Road traffic injuries and deaths have a terrible 1.25 million impact on individuals, communities and road traffic deaths occur every year. countries. They involve massive costs to often overburdened health care systems, occupy scarce hospital beds, consume resources and result in significant losses of productivity and prosperity, with deep social and economic repercussions. The numbers speak for themselves: this is a cause of death among public health and development crisis that is expected to worsen unless action is taken. #1those aged 15-29 years For more on: road traffic injuries Global death figures drive home the extent of this public health crisis, especially among young people. FACT SHEET #1 Road safety: Basic facts – page 1 The chance 9.3 of dying Europe 19.9 in a road Eastern Mediterranean 17.0 traffic crash 15.9 South East Asia Americas 26.6 depends on where Africa 17.3 you live INTERPRETING THE NUMBERS MAGNITUDE • Tallying the total number of deaths can, • About 1.25 million people globally die each year however, be useful for conveying the magnitude as a result of road traffic crashes—that’s over 3400 of the problem, the prevention effort required deaths a day. -
Forgiving Roadsides Design Guide
Forgiving roadsides design guide Page 2 / 117 Authors: This report was drawn up by the IRDES ERA-NET 'Safety at the Heart of Road Design' Team: Author: Francesca La Torre, UNIFI, Italy (Representing ANAS in CEDR TG Road Safety) Contributors : Matthias Helfert, AIT, Austria Lorenzo Domenichini, UNIFI, Italy Philippe Nitsche, AIT, Austria Alessandro Mercaldo, UNIFI, Italy Yann Goyat, IFSTTAR, France Helen Fagerlind, CHALMERS, Sweden Eleonora Cesolini, ANAS, Italy Jan Martinsson, CHALMERS, Sweden Raffaella Grecco, ANAS, Italy Dennis Book, CHALMERS, Sweden Federica Bianchin, ANAS, Italy Peter Saleh, AIT, Austria (Main author of Annex A) With editorial input from the following members of CEDR Technical Group Road Safety: Harry Cullen Ireland (Chair) Francesca LA TORRE Italy Forbes VIGORS Ireland (Sec) Barbara RUBINO Italy Eva EICHINGER-VILL Austria Paul MANGEN Luxembourg Didier ANTOINE Belgium-Wallonia Herman MONING Netherlands Photis MATSIS Cyprus Arild ENGEBRETSEN Norway Reigo UDE Estonia Arild RAGNOY Norway Auli FORSBERG Finland Leszek KANIA Poland Gerard VUILLEMIN France Zvonko ZAVASNIK Slovenia Stefan MATENA Germany Roberto LLAMAS Spain Christina PANAGOLIA Greece Jose M. PARDILLO Spain Tibor MOCSÁRI Hungary Lena RYDEN Sweden Audur ARNADOTTIR Iceland Christoph JAHN Switzerland Giovanni MAGARO Italy Sandra BROWN United Kingdom This document expresses solely the current view of CEDR. Readers should not regard these views as a statement of the official position of CEDR's member states. Equally this document is considered as a guide; it is not a legally binding document. Approved and amended by: CEDR's EXECUTIVE BOARD on 7 March 2013 Addressed to: CEDR's GOVERNING BOARD on 15 May 2013 Edited and published by: CEDR's Secretariat General ISBN : 979-10-93321-02-8 Forgiving roadsides design guide Page 3 / 117 Foreword CEDR Technical Group Road Safety (TGRS) is very proud to have delivered one of the most significant documents in recent years on the subject of forgiving roadsides. -
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 ....................................................................................................... -
PHILADELPHIA STREET HIERARCHIES Thomson Korostoff University Scholars Summer and Fall 2016
PHILADELPHIA STREET HIERARCHIES Thomson Korostoff University Scholars Summer and Fall 2016 Introduction The Philadelphia grid is considered one of the foundational American city plans, a pattern replicated across the nation that embodies geometry, legibility, and organization at its purest. A marked change, at its application in 1682, from the organic morphologies of European cities, the regularity of the drawn grid is startling. And over a century later Charles Dickens criticized Philadelphia: “It is a handsome city, but distractingly regular. After walking about for an hour or two, I felt that I would have given the world for a crooked street.”1 But this grid is deceptive. Inside each of the huge blocks of Philadelphia’s grid are myriad alleyways, courts, back-buildings, and passages that defied the regularity of the external blocks. Dickens’ take on the personal aesthetic experience of the grid highlights its superficiality. While these alleys are composed of straight lines, it is only the visual appearance of non-crooked corners in the alleys and courts that distinguishes Philadelphia from a curving organic form such as Boston’s. The means by which internal courts are built and formed is the same organic growth as a non-gridded city.2 Unclear The scale of Philadelphia’s grid and the localized nature of organic growth within it create a distinctive urban form of squares and interiors, one that under examination at an intermediate block-level scale reveals a distinct hierarchy of street types. This hierarchical urban fabric produces a diversity of architectural forms that in turn allow for a city that retains a remarkable level of demographic racial diversity into the 20th century. -
Transportation Technical Report #1
MARIN COUNTYWIDE PLAN Built Environment Element Transportation Technical Report #1 The Transportation System and Transportation Modeling Alex Hinds, Community Development Director Michele Rodriguez, Principal Planner, AICP Frederick Vogler, GIS Manager Dan Dawson, Senior Planner Kristin Drumm, Planner Don Allee, Clerical Support Marin County Department of Public Works Room 304, Marin County Civic Center San Rafael, California 94903 July 2002 The Marin County Community Development Agency, Planning Division 3501 Civic Center Drive, San Rafael, CA 94903 This page intentionally left blank. TRANSPORTATION SYSTEM AND MODELING TABLE OF CONTENTS I. EXECUTIVE SUMMARY ..........................................................................................1 II. INTRODUCTION ......................................................................................................3 III. TRANSPORTATION SYSTEMS: DEFINITIONS AND CONCEPTS .................3 A. THE ROAD NETWORK AND TRANSIT SERVICE .................................3 1. Freeway ........................................................................................................3 2. Ramps ..........................................................................................................4 3. Primary Arterial ...........................................................................................4 4. Secondary Arterial .......................................................................................4 5. Commercial Collectors and Streets .............................................................4 -
RC-1555 MSU Contract Number: 61-7930
Safety and Operational Analysis of 4-lane to 3-lane Conversions (Road Diets) in Michigan Final Report ORBP Number: OR09118 MDOT Report Number: RC-1555 MSU Contract Number: 61-7930 10 January 2012 Submitted by: Department of Civil and Environmental Engineering Michigan State University Richard W. Lyles, PhD, PE M. Abrar Siddiqui, PhD William C. Taylor, PhD, PE Bilal Z. Malik Gregory Siviy Tyler Haan Submitted to: Michigan Department of Transportation page left purposefully blank page ii final report: 4-to-3 lane conversions (road diets) Technical Report Documentation Page 1. Report No. 2. Government Accession 3. MDOT Project Manager RC-1555 No. Tracie Leix N/A 4. Title and Subtitle 5. Report Date Safety and Operational Analysis of 4-Lane to 3-Lane January 2012 Conversions (Road Diets) in Michigan 6. Performing Organization Code N/A 7. Author(s) 8. Performing Org. Report No. Richard W. Lyles, PhD, PE; M. Abrar Siddiqui, PhD; William N/A C. Taylor, PhD, PE; Bilal Z. Malik; Gregory Siviy; and Tyler Haan 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Department of Civil and Environmental Engineering N/A Michigan State University 11. Contract No. East Lansing, Michigan 48824-1226 2010-0294 11(a). Authorization No. Z2 12. Sponsoring Agency Name and Address 13. Type of Report & Period Michigan Department of Transportation Covered Office of Research and Best Practices Final Report 425 West Ottawa Street Lansing MI 48933 14. Sponsoring Agency Code N/A 15. Supplementary Notes None 16. Abstract Road diets, specifically 4-to-3 lane conversions, implemented in various locations in Michigan were studied to determine the safety- and delay-related impacts, develop crash modification factors (CMFs), and develop guidelines that would be useful in deciding when it might be desirable to implement such road diets. -
Traffic Calming Some Definitions
Traffic Calming-- Some Definitions Traffic calming involves changes in street alignment, installation of barriers, and other physical measures to reduce traffic speeds and/or cut-through volumes, in the interest of street safety, livability, and other public purposes. 1 Traffic calming involves altering of motorist behavior on a street or on a street network. It also includes traffic management, which involves changing traffic routes or flows within a neighborhood. 2 Traffic calming consists of operational measures such as enhanced police enforcement, speed displays, and a community speed watch program, as well as such physical measures as edgelines, chokers, chicanes, traffic circles, speed humps and raised crosswalks. 3 History-European European traffic calming began as a grassroots movement in the late 1960s. Angry residents of the Dutch City of Delft fought cut-through traffic by turning their streets into woonerven, or "living yards." This was followed by the development of European slow streets (designed for 20 mph) in late 1970s; 4 European History continued.. The application of traffic calming principles to intercity highways through small Danish and German towns in the 1980s; And the treatment of urban arterials in area wide schemes, principally in Germany and France, also in the 1980s. 5 History - America In the U.S., a version of traffic calming was practiced as early as the late 1960s and early 1970s in such places as Berkeley, CA, Seattle, WA and Eugene,OR. 6 History-America Continued The first national study of traffic calming was completed circa 1980. It explored residential preferences related to traffic, collected performance data on speed humps, and reviewed legal issues. -
Alleys and Lanes Public Realm Framework 3.7 Street Type 4 - Alleys and Lanes
3.7 - Street Type 4 - Alleys and Lanes and - Alleys Type 4 - Street 3.7 Public Realm Framework 3.7 Street Type 4 - Alleys and Lanes ... Alleys and lanes are generally narrower than minor streets and are not streets as such. Alleys and lanes provided vehicle access to individual properƟes in some locaƟons, others are too narrow and are only used as pedestrian access routes. A number of historic alleys and lanes are found, parƟcularly within the city walls, which display tradiƟonal paving styles and natural stone materials and so the guidance which follows disƟnguishes between ‘historic’ and ‘general’ streets. The aspiraƟonal street hierarchy plan (Figure 3.4) proposes no changes to the exisƟng alleys and lanes in Chester city centre. However, there are opportuniƟes to develop a consistent approach to the surface treatment of these routes depending on their locaƟon (see guidance that follows). 4a Historic Alleys and Lanes Although only used by a limited number of • The scale of paving flags to pedestrian alleys/ pedestrians, these alleys and lanes add to the lanes should reflect the scale of these minor Description of Street Type richness of experience for visitors and allow an routes, with smaller flag units used compared to Although of least importance in terms of scale and opportunity for exploration and discovery. It is Principal Pedestrian Streets. function, a number of alleys and lanes within the city important that the materials used and idiosyncrasies • Design of vehicular lanes and alleys should centre core and particularly within the city walls are applied to historic alleys and lanes are maintained include vehicle entry points across pavements of historic importance by way of their context within where they already exist and although unlikely to be extending to the back of pavement/building built form and the presence of existing vernacular use of high priority it may be considered appropriate to line. -
Guide to Traffic Management Part 10: Transport Control – Types of Devices
Guide to Traffic Management Part 10: Transport Control – Types of Devices Sydney 2020 Guide to Traffic Management Part 10: Transport Control – Types of Devices Edition 3.0 prepared by: David Green and Kenneth Lewis Publisher Austroads Ltd. Edition 3.0 project manager: Richard Delplace Level 9, 287 Elizabeth Street Sydney NSW 2000 Australia Abstract Phone: +61 2 8265 3300 The Austroads Guide to Traffic Management consists of 13 parts and [email protected] provides comprehensive coverage of traffic management guidance for www.austroads.com.au practitioners involved in traffic engineering, road design, town planning and road safety. About Austroads Part 10: Transport Control – Types of Devices is concerned with the tools that Austroads is the peak organisation of Australasian are required for traffic management and traffic control within a network. It road transport and traffic agencies. covers the various control devices used to regulate and guide traffic, including signs, traffic signals, pavement markings, delineators, and traffic islands. Austroads’ purpose is to support our member Other devices and technologies that convey information and guidance to road organisations to deliver an improved Australasian users while they are active in traffic are also included. road transport network. To succeed in this task, we undertake leading-edge road and transport Part 10 provides guidance on the design and use of particular traffic control research which underpins our input to policy devices that are applied to achieve or implement traffic management and development and published guidance on the control measures. It provides advice on the functions, suitability and correct design, construction and management of the road use of devices to create a more efficient and safer road traffic environment for network and its associated infrastructure.