Vision-Based Traffic Sign Detection and Recognition Systems
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Technical Conditions for School Ahead Warning Signs: SIGN ROAD
TECHNICAL CONDITIONS APPLICATION FOR VARIOUS TRAFFIC MANAGEMENT REQUESTS – ONE WAY, PEDESTRIANISATION, NO ENTRY FOR HEAVY VEHICLES, ACCESS RESTRICTIONS, JUNCTION UPGRADING, SCHOOL AHEAD WARNING SIGNS, ROAD MIRROR, CYCLE LANE, OTHER TRAFFIC MANAGEMENT REQUESTS Technical Conditions for School Ahead Warning Signs: SIGN ROAD MARKINGS Technical Conditions for One way: The signs used for signing one-ways are as follows: NO ENTRY TURN LEFT TURN RIGHT AHEAD ONLY TURN LEFT AHEAD TURN RIGHT AHEAD PASS EITHER SIDE NO RIGHT TURN NO LEFT TURN CONTRAFLOW BUS LANE TWO-WAY TRAFFIC TWO-WAY TRAFFIC ACROSS The NO ENTRY sign is used to indicate the prohibition and should be placed on each side of a one- way road at the point where entry is prohibited. Where the prohibition excepts a class of vehicles, the supplementary plate is to be used. Where there are advance direction signs at a junction and entry is not permitted into one of the roads, a NO ENTRY roundel should be used on the advance direction signs. The TURN LEFT, TURN RIGHT and AHEAD ONLY signs may only be used where vehicles are required to move into and along a one-way traffic system or to proceed in a single direction. At T- junctions not controlled by signals (traffic lights), the appropriate sign should be sited on the far side of the head of the T, directly opposite and facing the traffic to which it refers. The TURN LEFT AHEAD and TURN RIGHT AHEAD signs may be used in advance of junctions at which TURN LEFT or TURN RIGHT signs are set. -
Illinois Rules of the Road 2021 DSD a 112.35 ROR.Qxp Layout 1 5/5/21 9:45 AM Page 1
DSD A 112.32 Cover 2021.qxp_Layout 1 1/6/21 10:58 AM Page 1 DSD A 112.32 Cover 2021.qxp_Layout 1 5/11/21 2:06 PM Page 3 Illinois continues to be a national leader in traffic safety. Over the last decade, traffic fatalities in our state have declined significantly. This is due in large part to innovative efforts to combat drunk and distracted driving, as well as stronger guidelines for new teen drivers. The driving public’s increased awareness and avoidance of hazardous driving behaviors are critical for Illinois to see a further decline in traffic fatalities. Beginning May 3, 2023, the federal government will require your driver’s license or ID card (DL/ID) to be REAL ID compliant for use as identification to board domestic flights. Not every person needs a REAL ID card, which is why we offer you a choice. You decide if you need a REAL ID or standard DL/ID. More information is available on the following pages. The application process for a REAL ID-compliant DL/ID requires enhanced security measures that meet mandated federal guidelines. As a result, you must provide documentation confirming your identity, Social Security number, residency and signature. Please note there is no immediate need to apply for a REAL ID- compliant DL/ID. Current Illinois DL/IDs will be accepted to board domestic flights until May 3, 2023. For more information about the REAL ID program, visit REALID.ilsos.gov or call 833-503-4074. As Secretary of State, I will continue to maintain the highest standards when it comes to traffic safety and public service in Illinois. -
Chapters 2I-2N
2009 Edition Page 299 CHAPTER 2I. GENERAL SERVICE SIGNS Section 2I.01 Sizes of General Service Signs Standard: 01 Except as provided in Section 2A.11, the sizes of General Service signs that have a standardized design shall be as shown in Table 2I-1. Support: 02 Section 2A.11 contains information regarding the applicability of the various columns in Table 2I-1. Option: 03 Signs larger than those shown in Table 2I-1 may be used (see Section 2A.11). Table 2I-1. General Service Sign and Plaque Sizes (Sheet 1 of 2) Conventional Freeway or Sign or Plaque Sign Designation Section Road Expressway Rest Area XX Miles D5-1 2I.05 66 x 36* 96 x 54* 120 x 60* (F) Rest Area Next Right D5-1a 2I.05 78 x 36* 114 x 48* (E) Rest Area (with arrow) D5-2 2I.05 66 x 36* 96 x 54* 78 x 78* (F) Rest Area Gore D5-2a 2I.05 42 x 48* 66 x 72* (E) Rest Area (with horizontal arrow) D5-5 2I.05 42 x 48* — Next Rest Area XX Miles D5-6 2I.05 60 x 48* 90 x 72* 114 x 102* (F) Rest Area Tourist Info Center XX Miles D5-7 2I.08 90 x 72* 132 x 96* (E) 120 x 102* (F) Rest Area Tourist Info Center (with arrow) D5-8 2I.08 84 x 72* 120 x 96* (E) 144 x 102* (F) Rest Area Tourist Info Center Next Right D5-11 2I.08 90 x 72* 132 x 96* (E) Interstate Oasis D5-12 2I.04 — 156 x 78 Interstate Oasis (plaque) D5-12P 2I.04 — 114 x 48 Brake Check Area XX Miles D5-13 2I.06 84 x 48 126 x 72 Brake Check Area (with arrow) D5-14 2I.06 78 x 60 96 x 72 Chain-Up Area XX Miles D5-15 2I.07 66 x 48 96 x 72 Chain-Up Area (with arrow) D5-16 2I.07 72 x 54 96 x 66 Telephone D9-1 2I.02 24 x 24 30 x 30 Hospital -
Traffic and Road Sign Recognition
Traffic and Road Sign Recognition Hasan Fleyeh This thesis is submitted in fulfilment of the requirements of Napier University for the degree of Doctor of Philosophy July 2008 Abstract This thesis presents a system to recognise and classify road and traffic signs for the purpose of developing an inventory of them which could assist the highway engineers’ tasks of updating and maintaining them. It uses images taken by a camera from a moving vehicle. The system is based on three major stages: colour segmentation, recognition, and classification. Four colour segmentation algorithms are developed and tested. They are a shadow and highlight invariant, a dynamic threshold, a modification of de la Escalera’s algorithm and a Fuzzy colour segmentation algorithm. All algorithms are tested using hundreds of images and the shadow-highlight invariant algorithm is eventually chosen as the best performer. This is because it is immune to shadows and highlights. It is also robust as it was tested in different lighting conditions, weather conditions, and times of the day. Approximately 97% successful segmentation rate was achieved using this algorithm. Recognition of traffic signs is carried out using a fuzzy shape recogniser. Based on four shape measures - the rectangularity, triangularity, ellipticity, and octagonality, fuzzy rules were developed to determine the shape of the sign. Among these shape measures octangonality has been introduced in this research. The final decision of the recogniser is based on the combination of both the colour and shape of the sign. The recogniser was tested in a variety of testing conditions giving an overall performance of approximately 88%. -
Bureau of Land Management Sign Guide Book
December 2004 Mission Statements The mission of the Department of the Interior is to protect and provide access to our Nation’s natural and cultural heritage and honor our trust responsibilities to tribes and our commitments to the island communities. The mission of the Bureau of Land Management is to sustain the health, diversity, and productivity of the Nation’s public lands for the use and enjoyment of present and future generations. Suggested citation: Bureau of Land Management. 2004. Sign Guidebook. Denver, Colorado. BLM/WY/AE-05/010+9130. 170 pp. BLM/WY/AE-05/010+9130 P-447 Consultants: Compiled by Lee Campbell, National Sign Coordinator, and edited by Robert Woerner, BLM National Business Center. Layout and design by Ethel Coontz, BLM National Science and Technology Center. i Preface Effective communication requires the clear, concise delivery of an understandable message through a powerful medium. Signs are one of the avenues for conveying infor mation to the public about the Bureau of Land Management (BLM). They are a key factor in the way the public views the BLM’s competency to manage the public lands and waters under its jurisdiction. Signs on the BLM-managed public lands and waters are our “silent employees.” A comprehensive sign program fosters safety, facilitates the management of an area, pro vides a learning opportunity for visitors, and offers a positive image and identity for all entities involved in the management of that area. This National Sign Guidebook estab lishes standards and guidelines for signs and the BLM’s National Sign Program. Signs purchased and installed on the public lands must comply with a number of procurement and accessibility laws and regulations. -
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) -
Road Signs and Other Devices of Traffic Control in Finland
Road signs and other devices of traffic control in Finland 1 Danger warning signs Right bend Left bend Several bends, Several bends, Dangerous the first to the right the first to the left descent Steep ascent Road narrows Two-way traffic Swing bridge Ferry, quay or river bank Traffic congestion Uneven road Road works Loose gravel Slippery road Dangerous Pedestrian Children Cyclists Ski track shoulders crossing Elks Reindeer Intersection with Intersection with minor Intersection with equal roads (give road (vehicles coming minor road way to the vehicles from the minor road coming from the right) have to give way) Intersection with Light signals Roundabout Tramway line Level-crossing minor road without gates 2 Danger warning signs Level-crossing Additional sign at Level-crossing Level-crossing Falling rocks with gates approach to with one track with two or more tracks level-crossing Aircrafts flying at Cross-wind Other danger low altitude Signs regulating priority Priority road End of priority Priority over oncoming traffic Priority for Give way (to vehicles Stop and give way oncoming traffic on the road you (to vehicles on the road are approaching) you are approaching) Prohibitory or restrictive signs Closed to all vehicles No entry for power- No entry for truck No entry for vehicle No entry for power- driven vehicles and van combinations driven agricultural vehicle 3 Prohibitory or restrictive signs No entry for No entry for No entry for vehicles No entry for bus No entry for moped motor cycle motor sledge carrying dangerous goods No entry -
Speed Limits in Work Zones Guidelines October 2014 Table of Contents
Speed Limits in Work Zones Guidelines October 2014 Published by: Office of Traffic, Safety & Technology Office of Construction & Innovative Contracting SPEED LIMITS IN WORK ZONES GUIDELINES OCTOBER 2014 TABLE OF CONTENTS SUMMARY CHART ................................................................................ 1 INTRODUCTION .................................................................................... 2 THE LAW ............................................................................................... 3 DOCUMENTATION ................................................................................. 4 ADVISORY SPEEDS ............................................................................. 5 WORKERS PRESENT SPEED LIMITS ................................................. 6 24/7 CONSTRUCTION SPEED LIMITS .................................................. 8 HIGHER FINES FOR INPLACE SPEED LIMITS IN WORK ZONES ....... 9 SPEED LIMITS ON DETOURS .............................................................. 10 DYNAMIC SPEED DISPLAY SIGNS ..................................................... 11 EXTRAORDINARY LAW ENFORCEMENT .......................................... 12 APPENDIX: Sample Extraordinary Law Enforcement Request ............................ 15 Sample Workers Present Speed Limit Documentation Form ........... 16 Layouts 1, 2, 2a, 2b, 3 and 4 ................................................................. 17 Dynamic Speed Display Sign Drawing ............................................... 23 The information contained -
Cover, Table of Contents, and Introduction
2009 Edition Page i The Manual on Uniform Traffic Control Devices (MUTCD) is approved by the Federal Highway Administrator as the National Standard in accordance with Title 23 U.S. Code, Sections 109(d), 114(a), 217, 315, and 402(a), 23 CFR 655, and 49 CFR 1.48(b)(8), 1.48(b)(33), and 1.48(c)(2). Addresses for Publications Referenced in the MUTCD American Automobile Association (AAA) 1000 AAA Drive Heathrow, FL 32746 www.aaa.com 800‑222‑4357 American Association of State Highway and Transportation Officials (AASHTO) 444 North Capitol Street, NW, Suite 249 Washington, DC 20001 www.transportation.org 202‑624‑5800 American National Standards Institute (ANSI) 1819 L Street, NW, 6th Floor Washington, DC 20036 www.ansi.org 202‑293‑8020 American Railway Engineering and Maintenance‑of‑Way Association (AREMA) 10003 Derekwood Lane, Suite 210 Lanham, MD 20706 www.arema.org 301‑459‑3200 Federal Highway Administration Report Center Facsimile number: 814‑239‑2156 [email protected] Illuminating Engineering Society (IES) 120 Wall Street, Floor 17 New York, NY 10005 www.iesna.org 212‑248‑5000 Institute of Makers of Explosives 1120 19th Street, NW, Suite 310 Washington, DC 20036‑3605 www.ime.org 202‑429‑9280 Institute of Transportation Engineers (ITE) 1099 14th Street, NW, Suite 300 West Washington, DC 20005‑3438 www.ite.org 202‑289‑0222 International Organization for Standardization 1, ch. de la Voie‑Creuse Case Postale 56 CH‑1211 Geneva 20, Switzerland www.iso.ch 011‑41‑22‑749‑0111 December 2009 Page ii 2009 Edition International Safety Equipment Association (ISEA) 1901 North Moore Street, Suite 808 Arlington, VA 22209 www.safetyequipment.org 703‑525‑1695 National Committee on Uniform Traffic Laws and Ordinances (NCUTLO) 107 South West Street, Suite 110 Alexandria, VA 22314 www.ncutlo.org 800‑807‑5290 National Electrical Manufacturers Association (NEMA) 1300 North 17th Street, Suite 1752 Rosslyn, VA 22209 www.nema.org 703‑841‑3200 Occupational Safety and Health Administration (OSHA) U.S. -
A STUDY of WRITING Oi.Uchicago.Edu Oi.Uchicago.Edu /MAAM^MA
oi.uchicago.edu A STUDY OF WRITING oi.uchicago.edu oi.uchicago.edu /MAAM^MA. A STUDY OF "*?• ,fii WRITING REVISED EDITION I. J. GELB Phoenix Books THE UNIVERSITY OF CHICAGO PRESS oi.uchicago.edu This book is also available in a clothbound edition from THE UNIVERSITY OF CHICAGO PRESS TO THE MOKSTADS THE UNIVERSITY OF CHICAGO PRESS, CHICAGO & LONDON The University of Toronto Press, Toronto 5, Canada Copyright 1952 in the International Copyright Union. All rights reserved. Published 1952. Second Edition 1963. First Phoenix Impression 1963. Printed in the United States of America oi.uchicago.edu PREFACE HE book contains twelve chapters, but it can be broken up structurally into five parts. First, the place of writing among the various systems of human inter communication is discussed. This is followed by four Tchapters devoted to the descriptive and comparative treatment of the various types of writing in the world. The sixth chapter deals with the evolution of writing from the earliest stages of picture writing to a full alphabet. The next four chapters deal with general problems, such as the future of writing and the relationship of writing to speech, art, and religion. Of the two final chapters, one contains the first attempt to establish a full terminology of writing, the other an extensive bibliography. The aim of this study is to lay a foundation for a new science of writing which might be called grammatology. While the general histories of writing treat individual writings mainly from a descriptive-historical point of view, the new science attempts to establish general principles governing the use and evolution of writing on a comparative-typological basis. -
Chapter 2 Signs
Chapter 2 Signs 2-1 General Effective signing is the primary method to provide regulatory, warning, and guidance information to transportation system users (motorized vehicles, pedestrians, and bicyclists). Signing that is clear, concise, and accurate supports safe behaviors and safe operation, legal, and orderly travel on public roadways and transportation facilities. Sign use must be limited and conservative since signs can lose their effectiveness when used to excess. Signs are not typically used to confirm Rules of the Road. This chapter contains information about signing on the state highway system and is intended for persons involved in traffic operations or traffic design. Specific policies and guidelines are included that clarify the Manual on Uniform Traffic Control Devices (MUTCD) information. Situations not addressed in this chapter or the MUTCD may need to be determined on a case-by-case basis using engineering judgment. Where a change to the current sign installation is indicated by information in this chapter, replace as the current sign’s service life is reached. For MUTCD Target Compliance Dates, see page I-4, Table I-2 for required sign replacements. State law requires the department to adopt uniform standards for traffic control devices, including signs, along public roadways. WAC 468-95 adopts the MUTCD and Washington State Modifications to the MUTCD as these standards. The MUTCD and WSDOT modifications provide guidance on the intended use and placement of regulatory, warning, guide, and motorist information signs, as well as specific information on sizes and installation. This chapter supplements the MUTCD and WSDOT modifications with specific interpretations and unique applications for signs on the state highway system. -
View / Open TM Database Composite.Pdf
• • • • TRANSPORTATION-MARKINGS • DATABASE • COMPOSITE CATEGORIES • CLASSIFICATION & INDEX • • • - • III III • 1 TRANSPORTATION-MARKINGS: A STUDY IN CO.MMUNICATION MONOGRAPH SERIES Alternate Series Title: An Inter-modal Study of Safety Aids Transportatiol1-Markings Database Alternate T-M Titles: Transport [ation] Mark [ing]s / Transport Marks / Waymarks T-MFoundations, 4th edition, 2005 (Part A, Volume I, First Studies in T-M) (3rd edition, 1999; 2nd edition, 1991) Composite Categories A First Study in T-M: The US, 2nd edition, 1993 (Part B, Vol I) Classification & Index International Marine Aids to Navigation, 2nd edition, 1988 (parts C & D, Vol I) [Unified First Edition ofParts A-D, University Press ofAmerica, 1981] International Traffic Control Devices, 2nd edition, 2004 (Part E, Volume II, Further Studies in T-M) (lst edition, 1984) Part Iv Volume III, Additional Studies, International Railway Signals, 1991 (Part F, Vol II) International Aero Navigation Aids, 1994 (Part G, Vol II) Transportation-Markil1gs: A Study il1 T-M General Classification with Index, 2nd edition, 2004 (Part H, Vol II) (1st edition, 1994) Commllnication Monograph Series Transportation-Markings Database: Marine Aids to Navigation, 1st edition, 1997 (I'art Ii, Volume III, Additional Studies in T-M) TCDs, 1st edition, 1998 (Part Iii, Vol III) Railway Signals. 1st edition, 2000 (part Iiii, Vol III) Aero Nav Aids, 1st edition, 2001 (Part Iiv, Vol III) Composite Categories Classification & Index, 1st edition, 2006 (part Iv, Vol III) (2nd edition ofDatabase, Parts Ii-v,