Signs and Signals and Distractions
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Transport and Map Symbols Range: 1F680–1F6FF
Transport and Map Symbols Range: 1F680–1F6FF This file contains an excerpt from the character code tables and list of character names for The Unicode Standard, Version 14.0 This file may be changed at any time without notice to reflect errata or other updates to the Unicode Standard. See https://www.unicode.org/errata/ for an up-to-date list of errata. See https://www.unicode.org/charts/ for access to a complete list of the latest character code charts. See https://www.unicode.org/charts/PDF/Unicode-14.0/ for charts showing only the characters added in Unicode 14.0. See https://www.unicode.org/Public/14.0.0/charts/ for a complete archived file of character code charts for Unicode 14.0. Disclaimer These charts are provided as the online reference to the character contents of the Unicode Standard, Version 14.0 but do not provide all the information needed to fully support individual scripts using the Unicode Standard. For a complete understanding of the use of the characters contained in this file, please consult the appropriate sections of The Unicode Standard, Version 14.0, online at https://www.unicode.org/versions/Unicode14.0.0/, as well as Unicode Standard Annexes #9, #11, #14, #15, #24, #29, #31, #34, #38, #41, #42, #44, #45, and #50, the other Unicode Technical Reports and Standards, and the Unicode Character Database, which are available online. See https://www.unicode.org/ucd/ and https://www.unicode.org/reports/ A thorough understanding of the information contained in these additional sources is required for a successful implementation. -
7. TRAFFIC SIGNS Many Collisions and Near Crashes Occur As a Result of Drivers Who Ignore Or Fail to Respond Appropriately to Traffic Signs
Traffic Signs 7 7. TRAFFIC SIGNS Many collisions and near crashes occur as a result of drivers who ignore or fail to respond appropriately to traffic signs. It is essential that the meaning of traffic signs be interpreted correctly. Signs are classified according to their function: regulatory, warning and information. The easiest way to identify traffic signs is to learn to recognize their shapes and colours. For safe driving, you must recognize and obey traffic signs without hesitation. A sign-conscious driver is a safe driver. Keep a constant look-out for signs as you move your eyes in the field of view ahead of you. 7.1 Six Basic Sign Shapes Every Driver Must Know Stop The stop sign, a red octagon with white lettering, means come to a full stop and be sure the way is clear before proceeding. Yield Yield Right of Way signs are triangular and have a red border on a white background. A yield sign means you must reduce speed when approaching an intersection. Give right of way and stop if necessary if any other traffic is in, or closely approaching, the intersection. Regulatory Regulatory signs are white rectangles or squares with black or other coloured lettering. These signs state the law, such as speed limits, parking regulations and turning and passing movements. 97 7 Traffic Signs Warning Warning signs are diamond shaped and are yellow or orange with black letters or symbols. They warn of dangerous or unusual conditions ahead, such as a curve, turn, dip or side road. Railway Crossing The crossbuck is the traditional symbol at roadway-railway crossings. -
Advance Traffic Control Signs
ATTACHMENT NO. 6 RW Signs No. 3 1 RWSTC June 2012 RW # 3 2 3 TOPIC: Advance Traffic Control Signs 4 TECHNICAL COMMITTEE: Regulatory & Warning Signs Technical 5 Committee 6 7 STATUS/DATE OF ACTION: 8 TC DraFts: 11/24/2011, 11/30/11, 12/01/11,5/14/12, 9 5/15/12 10 TC Approval: 01/18/2012 11 Transmitted to Sponsors: Spring 20120 12 RWSTC approval Following sponsors: 6/20/12 13 Council Approval: 6-22-12 14 15 ORIGIN OF REQUEST: Pline/Heydel & Ranck 16 17 AFFECTED SECTIONS OF MUTCD: Section 2C.36 Advance TraFFic Control Signs 18 Table 2C-4 . Guidelines for Advance Placement oF Warning Signs 19 20 SUMMARY: 21 The existing MUTCD provisions for Advance Traffic Control Signs refers to Table 2C-4 22 Guidelines for Advance Placement of Warning Signs as a reference to determine 23 sufficient distance to permit a road user to respond to the control device at the 24 intersection. The road user needs to see the STOP or YIELD sign in sufficient time to 25 bring their vehicle to a stop at the intersection. This reference can lead to an improper 26 determination of adequate visibility distance for a road user to decelerate to a stop 27 condition. This road user requirement is reflected in the AASHTO Guidelines for 28 Stopping Sight Distance.. 29 30 RESEARCH: 31 The AASHTO Stopping Sight Distance is based on 2.5 seconds perception/reaction 32 time exceeding the 90th percentile of all drivers. The vehicle stopping distance is 33 documented in NCHRP 400 as providing a comfortable deceleration rate and adequate 34 for wet pavements. -
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. -
Evaluation of Alternative Traffic Signs for Use in Texas Border Areas
Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. FHWAffX-99/1274-3 4. Title and Subtitle 5. Report Date EVALUATION OF ALTERNATIVE TRAFFIC SIGNS FOR USE IN March 1999 TEXAS BORDER AREAS 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. H. Gene Hawkins, Jr., Dale L. Picha, Deborah C. Kreis, and Michael Report 1274-3 A. Knodler 9. Performing Organization Name and Address lO. Work Unit No. (TRAIS) Texas Transportation Institute The Texas A&M University System 11. Contract or Grant No. College Station, Texas 77843-3135 Project No. 0-1274 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Texas Department of Transportation Research: Research and Technology Transfer Office September 1995 - August 1998 P. O. Box 5080 14. Sponsoring Agency Code Austin, Texas 78763-5080 15 Supplementary Notes Research performed in cooperation with the Texas Department of Transportation and the U.S. Department of Transportation, Federal Highway Administration. Research Project Title: Traffic Control Devices for Drivers in Texas Border Areas 16. Abstract A three-year research project evaluated driver understanding of traffic control devices in Texas border areas. The report describes the activities and findings of the third and final year of the research study. In the third year, two surveys were conducted in both border and non-border locations. The passenger car driver survey addressed the Stop for School Bus, Fasten Safety Belts, and Right Lane Ends signs, plus the sign shape/color code. Spanish-language alternative legends were developed for each standard sign. -
Driver Location Signs - Interim Requirements
Interim Advice Note 93/10 Driver Location Signs - Interim Requirements INTERIM ADVICE NOTE 93/10 (Revision 1) DRIVER LOCATION SIGNS - INTERIM REQUIREMENTS Summary This Interim Advice Note provides requirements for Driver Location Signs. Instructions for use This Interim Advice Note supersedes Interim Advice Note 93/07 with immediate effect. IAN 93/10 Page 1 of 22 Dec 2010 Revision 1 Interim Advice Note 93/10 Driver Location Signs - Interim Requirements 1 About this document 1.1 Who is this Interim Advice Note for? This Interim Advice Note provides guidance for delivery teams for all types of schemes. It also provides guidance for operational teams on implementation and subsequent management of the network. 1.2 What does this Interim Advice Note cover? 1.2.1 Objective The objective of this Interim Advice Note is to provide requirements and generic technical guidance on the implementation of driver location signs on all parts of the Highways Agency network. It does not provide guidance on prioritisation procedures for provision of driver location signs on different classes of road or for different routes. The information contained within this Interim Advice Note should be used in conjunction with documents listed in sections 3.0 and 4.0, to ensure that the driver location signs are installed as part of a best value scheme and to ensure that whole life costs are minimised. Interim Advice Note 93/07 is withdrawn. Interim Advice Note 93/10 must be used forthwith for all driver location sign design, installation and maintenance. Mandatory sections of this Interim Advice Note, i.e. -
Stop & Yield Signs
Stop & Yield Signs Stop and yield signs assign right-of-way to vehicles entering or crossing a roadway at an intersection. Stop signs alert drivers that they must come to a complete stop to ensure an intersection is clear of vehicles and pedestrians before proceeding through it. Yield signs alert drivers that they must prepare to slow down or stop to let vehicles on another approach proceed through an intersection. All-way stops An all-way stop requires vehicles approaching from all directions to come to a ALL-WAY STOP complete stop at the intersection before proceeding through it. INTERSECTION When approaching an all-way stop intersection, the vehicle that arrives first goes through the intersection first. If two vehicles come to a stop at the same time side-by-side, right-of-way goes to the vehicle on the right. If two vehicles come to a stop at the same time from opposite directions, both vehicles can proceed through the intersection at the same time, unless one vehicle is signaling to turn left, in which case the vehicle going straight through the intersection proceeds first, and then the vehicle turning left may proceed. An all-way stop is for intersections with moderate and relatively balanced traffic volume levels. If these conditions don’t exist, all-way stops may cause unnecessary delay and driver disobedience or disregard of stop signs. TWO-WAY STOP Two-way stops INTERSECTION A two-way stop only requires vehicles on the approach with the stop sign, usually a lower-volume, minor roadway, to come to a complete stop at the intersection. -
Gloucestershire Group Autumn 2008 Newsletter Future Events Roundup
Gloucestershire Group Autumn 2008 Newsletter Future Events Roundup See Date Time Event page 25/9/08 All day Active in Older Life page 6 28/9/08 9:00 am Ride-out page 21 5/10/08 All day Bike Safe page 7 19/10/08 All day Slow Riding page 7 26/10/08 9:00 am Ride-out page 21 27/10/09 7:30 pm Commentary Training page 7 16/11/08 10:00 am Ride-out page 21 30/11/08 12:30 pm Festive Meal page 7 2 Contents Future Events Roundup . 2 Welcome & Congratulations . 4 Chair’s Report . 5 Treasurer’s Report . 5 Welcome to your new committee. 5 Your New-Look Newsletter . 5 Car Training Notes . 6 Motorcycle Notes . 6 Future events other than rideouts: . 6 Newsletter Formats . 8 May 2008 - Motorcycle Examiners Manual. 9 RoADAR v SAM Skittles Report . 9 Less Soot Means More Problems . 10 A Bit of a Mystery . 11 Who’s this then? . 12 Llyn Brianne . 12 Twelve Months from CBT to India . 13 Motorcycling – Facts & Figures . 17 A Triumph in Asturias. 18 Lulworth Cove Ride . 20 Forthcoming Rides . 21 New Traffic Information Sign . 22 A Plea for Ride Leaders . 24 Items for Sale/Wanted . 24 Helpful Hints . 24 Small Object of Desire? . 26 More on fuels.... 26 My Helmet’s Flat! . 27 Micro Highway Code Quiz Answers . 29 The Committee: . 30 3 Welcome & Congratulations Cars Motorcyles New Car Associates: New M/C Associates: • Craig Redman - Lydney • Ruddy Lacchin - Longford • Bobby Walton - Gloucester • Paul Courtney - Northway •Gail Moss - Long Newton • Michael Robbins - Upton St. -
Review of the Highway Code to Improve Safety on Motorways and High-Speed Roads
Review of The Highway Code to improve safety on motorways and high-speed roads www.highwaysengland.co.uk Highways England has actively considered the needs of blind and partially sighted people in accessing this document. If you have other needs in this regard, please contact Highways England. Highways England National Traffic Operations Centre 3 Ridgeway Quinton Business Park Birmingham B32 1AF Telephone: 0300 123 5000 Website: www.highwaysengland.co.uk General enquiries: [email protected] © Crown copyright 2021 Copyright in the typographical arrangement rests with the Crown. You may re-use this information (not including logos or third-party material) free of charge in any format or medium, under the terms of the Open Government Licence. To view this licence, visit http://www.nationalarchives.gov.uk/doc/open-government- licence/version/3/ or write to the Information Policy Team, The National Archives, Kew, London TW9 4DU, or e-mail: [email protected] Where we have identified any third-party copyright information you will need to obtain permission from the copyright holders concerned. Contents Foreword .................................................................................................................... 4 Executive summary .................................................................................................... 5 How to respond .......................................................................................................... 7 Privacy Information Notice: Confidentiality and data protection -
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%. -
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) -
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