Arterial Directional Signs
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Roundabout Planning, Design, and Operations Manual
Roundabout Planning, Design, and Operations Manual December 2015 Alabama Department of Transportation ROUNDABOUT PLANNING, DESIGN, AND OPERATIONS MANUAL December 2015 Prepared by: The University Transportation Center for of Alabama Steven L. Jones, Ph.D. Abdulai Abdul Majeed Steering Committee Tim Barnett, P.E., ALDOT Office of Safety Operations Stuart Manson, P.E., ALDOT Office of Safety Operations Sonya Baker, ALDOT Office of Safety Operations Stacey Glass, P.E., ALDOT Maintenance Stan Biddick, ALDOT Design Bryan Fair, ALDOT Planning Steve Walker, P.E., ALDOT R.O.W. Vince Calametti, P.E., ALDOT 9th Division James Brown, P.E., ALDOT 2nd Division James Foster, P.E., Mobile County Clint Andrews, Federal Highway Administration Blair Perry, P.E., Gresham Smith & Partners Howard McCulloch, P.E., NE Roundabouts DISCLAIMER This manual provides guidelines and recommended practices for planning and designing roundabouts in the State of Alabama. This manual cannot address or anticipate all possible field conditions that will affect a roundabout design. It remains the ultimate responsibility of the design engineer to ensure that a design is appropriate for prevailing traffic and field conditions. TABLE OF CONTENTS 1. Introduction 1.1. Purpose ...................................................................................................... 1-5 1.2. Scope and Organization ............................................................................... 1-7 1.3. Limitations ................................................................................................... -
Continuous Flow Intersection, Parallel Flow Intersection, and Upstream Signalized Crossover
Comparison of Three Unconventional Arterial Intersection Designs: Continuous Flow Intersection, Parallel Flow Intersection, and Upstream Signalized Crossover Seonyeong Cheong, Saed Rahwanji, and Gang-Len Chang Abstract— This research is aimed to evaluate and world have adopted many conventional measures, including compare the operational performance of three signal planning and double left-turn lanes, for alleviating this unconventional intersections: Continuous Flow problem [1]. The using of these conventional measures are Intersection (CFI), Parallel Flow Intersection (PFI) and limited as the modifications of intersection design, such as Upstream Signalized Crossover (USC). For this purpose, widening interchanges and building bypasses, are expensive various experimental designs, including traffic conditions, and disruptive [1]. In contrast, the unconventional arterial geometric features and signal plans, were set and the intersection design (UAID) is one of the methods that can average delays were compared for movements of efficiently reduce the congestion with less cost as compare through-only traffic and left-turn-only traffic. From the with the conventional measures. General principles of results of analysis, all three unconventional intersections operation and management strategies of the UAID include: 1) outperformed conventional one and among the emphasis on through traffic movements along the arterial; 2) unconventional intersections, CFI outperformed the reduction in the number of signal phases (e.g. left-turn arrow others except for some traffic conditions. In the balanced phase); and 3) reduction in the number of intersection conflict traffic condition scenario, at the low traffic volume level, points [2]. These principles allow the UAID to reduce the the average delays of through traffic for PFI were smaller traffic congestion at the intersection and improve the traffic than that of CFI and very similar at the moderate traffic safety. -
2B-1 Application of Regulatory Signs Regulatory
6. REGULATORY SIGNS 2B-1 Application of Regulatory Signs Regulatory signs inform highway users of traffic laws or regulations and indicate the applicability of legal requirements that would not oth- erwise be apparent. These signs shall be erected wherever needed to fulfill this purpose, but unnecessary mandates should be avoided. The laws of many States specify that certain regulations are enforceable only when made known by official signs. Some regulatory signs are related to operational controls but do not impose any obligations or prohibitions. For example, signs giving ad- vance notice of or marking the end of a restricted zone are included in the regulatory group. Regulatory signs normally shall be erected at those locations where regulations apply. The sign message shall clearly indicate the require- ments imposed by the regulation and shall be easily visible and legible to the vehicle operator. 2B-2 Classification of Regulatory Signs Regulatory signs are classified in the following groups: 1. Right-of-way series: (a) STOP sign (sec. 2B-4 to 6) (b) YIELD sign (sec. 2B-7 to 9) 2. Speed series (sec. 2B-10 to 14) 3. Movement series: (a) Turning (see. 2B-15 to 19) (b) Alignment (sec. 2B-20 to 25) (c) Exclusion (see. 2B-26 to 28) (d) One Way (sec. 2B-29 to 30) 4. Parking series (see. 2B-31 to 34) 5. Pedestrian series (see. 2B-35 to 36) 6. Miscellaneous series (sec. 2B-37 to 44) 2B-3 Design of Regulatory Signs Regulatory signs are rectangular, with the longer dimension vertical, and have black legend on a white background, except for those signs whose standards specify otherwise. -
FHWA Bikeway Selection Guide
BIKEWAY SELECTION GUIDE FEBRUARY 2019 1. AGENCY USE ONLY (Leave Blank) 2. REPORT DATE 3. REPORT TYPE AND DATES COVERED February 2019 Final Report 4. TITLE AND SUBTITLE 5a. FUNDING NUMBERS Bikeway Selection Guide NA 6. AUTHORS 5b. CONTRACT NUMBER Schultheiss, Bill; Goodman, Dan; Blackburn, Lauren; DTFH61-16-D-00005 Wood, Adam; Reed, Dan; Elbech, Mary 7. PERFORMING ORGANIZATION NAME(S) AND ADDRESS(ES) 8. PERFORMING ORGANIZATION VHB, 940 Main Campus Drive, Suite 500 REPORT NUMBER Raleigh, NC 27606 NA Toole Design Group, 8484 Georgia Avenue, Suite 800 Silver Spring, MD 20910 Mobycon - North America, Durham, NC 9. SPONSORING/MONITORING AGENCY NAME(S) 10. SPONSORING/MONITORING AND ADDRESS(ES) AGENCY REPORT NUMBER Tamara Redmon FHWA-SA-18-077 Project Manager, Office of Safety Federal Highway Administration 1200 New Jersey Avenue SE Washington DC 20590 11. SUPPLEMENTARY NOTES 12a. DISTRIBUTION/AVAILABILITY STATEMENT 12b. DISTRIBUTION CODE This document is available to the public on the FHWA website at: NA https://safety.fhwa.dot.gov/ped_bike 13. ABSTRACT This document is a resource to help transportation practitioners consider and make informed decisions about trade- offs relating to the selection of bikeway types. This report highlights linkages between the bikeway selection process and the transportation planning process. This guide presents these factors and considerations in a practical process- oriented way. It draws on research where available and emphasizes engineering judgment, design flexibility, documentation, and experimentation. 14. SUBJECT TERMS 15. NUMBER OF PAGES Bike, bicycle, bikeway, multimodal, networks, 52 active transportation, low stress networks 16. PRICE CODE NA 17. SECURITY 18. SECURITY 19. SECURITY 20. -
Maricopa County Department of Transportation MAJOR STREETS and ROUTES PLAN Policy Document and Street Classification Atlas
Maricopa County Department of Transportation MAJOR STREETS AND ROUTES PLAN Policy Document and Street Classification Atlas Adopted April 18, 2001 Revised September 2004 Revised June 2011 Preface to 2011 Revision This version of the Major Streets and Routes Plan (MSRP) revises the original plan and the 2004 revisions. Looking ahead to pending updates to the classification systems of towns and cities in Maricopa County, the original MSRP stipulated a periodic review and modification of the street functional classification portion of the plan. This revision incorporates the following changes: (1) as anticipated, many of the communities in the County have updated either their general or transportation plans in the time since the adoption of the first MSRP; (2) a new roadway classification, the Arizona Parkway, has been added to the Maricopa County street classification system and the expressway classification has been removed; and (3) a series of regional framework studies have been conducted by the Maricopa Association of Governments to establish comprehensive roadway networks in parts of the West Valley. Table of Contents 1. Introduction........................................................................................................................1 2. Functional Classification Categorization.............................................................................1 3. Geometric Design Standards..............................................................................................4 4. Street Classification Atlas..................................................................................................5 -
Planning and Design Guideline for Cycle Infrastructure
Planning and Design Guideline for Cycle Infrastructure Planning and Design Guideline for Cycle Infrastructure Cover Photo: Rajendra Ravi, Institute for Democracy & Sustainability. Acknowledgements This Planning and Design guideline has been produced as part of the Shakti Sustainable Energy Foundation (SSEF) sponsored project on Non-motorised Transport by the Transportation Research and Injury Prevention Programme at the Indian Institute of Technology, Delhi. The project team at TRIPP, IIT Delhi, has worked closely with researchers from Innovative Transport Solutions (iTrans) Pvt. Ltd. and SGArchitects during the course of this project. We are thankful to all our project partners for detailed discussions on planning and design issues involving non-motorised transport: The Manual for Cycling Inclusive Urban Infrastructure Design in the Indian Subcontinent’ (2009) supported by Interface for Cycling Embassy under Bicycle Partnership Program which was funded by Sustainable Urban Mobility in Asia. The second document is Public Transport Accessibility Toolkit (2012) and the third one is the Urban Road Safety Audit (URSA) Toolkit supported by Institute of Urban Transport (IUT) provided the necessary background information for this document. We are thankful to Prof. Madhav Badami, Tom Godefrooij, Prof. Talat Munshi, Rajinder Ravi, Pradeep Sachdeva, Prasanna Desai, Ranjit Gadgil, Parth Shah and Dr. Girish Agrawal for reviewing an earlier version of this document and providing valuable comments. We thank all our colleagues at the Transportation Research and Injury Prevention Programme for cooperation provided during the course of this study. Finally we would like to thank the transport team at Shakti Sustainable Energy Foundation (SSEF) for providing the necessary support required for the completion of this document. -
Study on Mixed Traffic Flow Behavior on Arterial Road
Special Issue - 2018 International Journal of Engineering Research & Technology (IJERT) ISSN: 2278-0181 RTCEC - 2018 Conference Proceedings Study on Mixed Traffic Flow Behavior on Arterial Road Lilesh Gautama Jinendra Kumar Jainb a Research Scholar, Department of Civil Engineering, b Associate Professor, Department of Civil Engineering, MNIT Jaipur, Rajasthan, India MNIT Jaipur, Rajasthan, India Abstract- Arterials in metropolitan cities are expected to dynamics using macroscopic functions (such as a speed- provide flexibility to the high volume of traffic. A realistic density relationship). understanding of traffic flow behaviour for such essential urban roads is necessary for traffic operation planning and The relationships among traffic flow characteristics (flow management for ensuring the desired level of service. Metro (q), speed (v), and density (k)) are typically represented politan cities in India carry different types of vehicles with different static and dynamic characteristics with a majority of graphically and referred to as fundamental diagram. The two wheelers. In the present study, the traffic characterization fundamental diagram plays an effective role in traffic flow on a dynamic scale is carried out by considering two-wheeler theory and transportation engineering [3,4]. Among the and car as reference vehicles. Speed, flow, density relationships three pair-wise‟ relationships” (e.g., speed-density, flow- are developed. density, and speed-flow), the speed-density relationship appears to be fundamental. Some of the popular The present case study is an examination of the behaviour of macroscopic models are Green shield's Model, Greenberg’s mixed traffic flow speed and flow rate on an access controlled Model, Drake Model, Underwood Model, Pipe's generalized in six-lane divided Jaipur city in Rajasthan state of India. -
Frutiger (Tipo De Letra) Portal De La Comunidad Actualidad Frutiger Es Una Familia Tipográfica
Iniciar sesión / crear cuenta Artículo Discusión Leer Editar Ver historial Buscar La Fundación Wikimedia está celebrando un referéndum para reunir más información [Ayúdanos traduciendo.] acerca del desarrollo y utilización de una característica optativa y personal de ocultamiento de imágenes. Aprende más y comparte tu punto de vista. Portada Frutiger (tipo de letra) Portal de la comunidad Actualidad Frutiger es una familia tipográfica. Su creador fue el diseñador Adrian Frutiger, suizo nacido en 1928, es uno de los Cambios recientes tipógrafos más prestigiosos del siglo XX. Páginas nuevas El nombre de Frutiger comprende una serie de tipos de letra ideados por el tipógrafo suizo Adrian Frutiger. La primera Página aleatoria Frutiger fue creada a partir del encargo que recibió el tipógrafo, en 1968. Se trataba de diseñar el proyecto de Ayuda señalización de un aeropuerto que se estaba construyendo, el aeropuerto Charles de Gaulle en París. Aunque se Donaciones trataba de una tipografía de palo seco, más tarde se fue ampliando y actualmente consta también de una Frutiger Notificar un error serif y modelos ornamentales de Frutiger. Imprimir/exportar 1 Crear un libro 2 Descargar como PDF 3 Versión para imprimir Contenido [ocultar] Herramientas 1 El nacimiento de un carácter tipográfico de señalización * Diseñador: Adrian Frutiger * Categoría:Palo seco(Thibaudeau, Lineal En otros idiomas 2 Análisis de la tipografía Frutiger (Novarese-DIN 16518) Humanista (Vox- Català 3 Tipos de Frutiger y familias ATypt) * Año: 1976 Deutsch 3.1 Frutiger (1976) -
Arterial Road
Glossary of Terms Arterial Road – a high capacity urban road. The primary function of an arterial Improvement Alternative – a transportation alternative that addresses the road is to deliver tra!c from collector and local roads to freeways. needs along the I-70 corridor. These alternatives include roadway improvements, wider shoulders, interchange con#guration improvements, Auxiliary Lane – an extra lane constructed between on and o" ramps interchange consolidations, etc. which allows drivers a safe way to merge into tra!c while also preventing bottlenecks caused by drivers attempting to enter or exit the freeway. Interchange Spacing – the distance between two grade-separated interchanges. Guidelines call for having them at least one mile apart within Bottleneck – section of road that experiences congestion at a speci#c point; urban areas. it can be caused by curves, reduced number of lanes, merging tra!c, or areas where the number of vehicles exceeds the capacity of the roadway. Kansas City Scout – a system used to monitor and respond to tra!c incidents and provide roadway information to motorists in the metropolitan area. This is primarily done with changeable message boards that provide real-time information to the motorists along major facilities. Congestion along I-70 at the Jackson Curve Environmental Impact Statement (EIS) – a document required by NEPA for certain actions “signi#cantly a"ecting the quality of the human environment” that describes the positive and negative impacts of a proposed action. First Tier EIS – covered a large corridor area and addressed overall corridor strategies that was divided into subsequent Second Tier environmental studies. The limits of this First Tier EIS were approximately Changable Message Board 18 miles along I-70 just east of the Future of I-70 of Future Missouri/Kansas state line to east of Lane Balance – number of through lanes at an exit ramp is equal to the the I-470 interchange. -
Route De Déneigement / Snowplow Routes
COMTÉS UNIS DE PRESCOTT ET RUSSELL UNITED COUNTIES OF PRESCOTT AND RUSSELL ORDRE DU JOUR AGENDA RÉUNION DU COMITÉ PLÉNIER COMMITTEE OF THE WHOLE 12 février 2014 February 12, 2014 9 h 00 9:00 a.m. _____________________________ _____________________________ 1. OUVERTURE DE LA RÉUNION 1. OPENING OF THE MEETING 2. PRÉSENCES / ABSENCES 2. ROLL CALL 3. DÉCLARATION INTÉRÊTS PÉCUNIAIRES 3. DISCLOSURE OF PECUNIARY INTEREST 4. ADOPTION DE L’ORDRE DU JOUR 4. ADOPTION OF THE AGENDA 5. PÉTITIONS ET DÉLÉGATIONS 5. PETITIONS AND DELEGATIONS À 9h At 9:00 a.m. M. Gérald Laviolette – problèmes de Mr. Gérald Laviolette – problems with wild dindes sauvages turkeys À 9h15 At 9:15 a.m. Présentation de Richard Dion de la firme Presentation from Mr Richard Dion of Plania de consultants Plania Inc., portant sur le Inc., regarding the River Feasibility Study rapport de faisabilité du parcours riverain 6. SUJETS DES MEMBRES DU CONSEIL 6. COUNCIL MEMBERS’ ITEMS Jean Paul St. Pierre Jean Paul St. Pierre 1) Rapport du caucus des comtés au 1) County Caucus Report to AMO Board conseil d’administration de l’AMO 2) Réunion du conseil d’administration 2) AMO Board Meeting January 31, 2014 de l’AMO du 31 janvier 2014 7. SUJETS DES CHEFS DE DÉPARTEMENT 7. DEPARTMENT HEADS’ ITEMS Stéphane P. Parisien Stéphane P. Parisien 1) Sujets à traiter à la conférence 1) Matters to be dealt with at the OGRA OGRA Conference 2) Modification de la date de la 2) Request for date change to GPR Day at Journée GPR à Queens Park Queen’s Park Michel Chrétien Michel Chrétien 3) Modification à -
Urban Arterial Road Optimization and Design Combined with HOV Carpooling Under Connected Vehicle Environment
Hindawi Journal of Advanced Transportation Volume 2019, Article ID 6895239, 11 pages https://doi.org/10.1155/2019/6895239 Research Article Urban Arterial Road Optimization and Design Combined with HOV Carpooling under Connected Vehicle Environment Lina Mao ,1 Wenquan Li ,1 Pengsen Hu,1 Guiliang Zhou ,2,3 Huiting Zhang,2 and Xuanyu Zhou2 1School of Transportation, Southeast University, Nanjing 210096, China 2Jiangsu Key Laboratory of Trac and Transportation Security, Huaiyin Institute of Technology, Huaian 223003, China 3School of Automotive and Trac Engineering, Jiangsu University, Zhenjiang 212013, China Correspondence should be addressed to Wenquan Li; [email protected] and Guiliang Zhou; [email protected] Received 3 February 2019; Accepted 16 August 2019; Published 19 December 2019 Academic Editor: Jose E. Naranjo Copyright © 2019 Lina Mao et al. is is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. e HOV carpooling lane oers a feasible approach to alleviate trac congestion. e connected vehicle environment is able to provide accurate trac data, which could optimize the design of HOV carpooling schemes. In this paper, signicant tidal trac ow phenomenon with severe trac congestion was identied on North Beijing road (bidirectional four‐lane) and South Huaihai road (bidirectional six‐lane) in Huai’an, Jiangsu Province. e historical trac data of the road segments were collected through the connected vehicle environment facilities. e purpose of this study is to investigate the eect of adopting two HOV schemes (regular HOV scheme and reversible HOV carpooling scheme) on the urban arterial road under connected vehicle environment. -
Regulatory Signs, Barricades, and Gates
PART 2. SIGNS CHAPTER 2B. REGULATORY SIGNS, BARRICADES, AND GATES Section 2B.01 Application of Regulatory Signs Section 2B.02 Design of Regulatory Signs Section 2B.03 Size of Regulatory Signs Section 2B.04 Right-of-Way at Intersections Section 2B.05 STOP Sign (R1-1) and ALL WAY Plaque (R1-3P) Section 2B.06 STOP Sign Applications Section 2B.07 Multi-Way Stop Applications Section 2B.08 YIELD Sign (R1-2) Section 2B.09 YIELD Sign Applications Section 2B.10 STOP Sign or YIELD Sign Placement Section 2B.11 Yield Here To Pedestrians Signs and Stop Here For Pedestrians Signs (R1-5 Series) Section 2B.12 In-Street and Overhead Pedestrian Crossing Signs (R1-6, R1-6a, R1-9, and R1-9a) Section 2B.13 Speed Limit Sign (R2-1) Section 2B.14 Truck Speed Limit Plaque (R2-2P) Section 2B.15 Night Speed Limit Plaque (R2-3P) Section 2B.16 Minimum Speed Limit Plaque (R2-4P) Section 2B.17 Higher Fines Signs and Plaque (R2-6P, R2-10, and R2-11) Section 2B.18 Movement Prohibition Signs (R3-1 through R3-4, R3-18, and R3-27) Section 2B.19 Intersection Lane Control Signs (R3-5 through R3-8) Section 2B.20 Mandatory Movement Lane Control Signs (R3-5, R3-5a, R3-7, and R3-20) Section 2B.21 Optional Movement Lane Control Sign (R3-6) Section 2B.22 Advance Intersection Lane Control Signs (R3-8 Series) Section 2B.23 RIGHT (LEFT) LANE MUST EXIT Sign (R3-33) Section 2B.24 Two-Way Left Turn Only Signs (R3-9a, R3-9b) Section 2B.25 BEGIN and END Plaques (R3-9cP, R3-9dP) Section 2B.26 Reversible Lane Control Signs (R3-9e through R3-9i) Section 2B.27 Jughandle Signs (R3-23, R3-24,