Signs, Pavement Markings and Work Zones
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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. -
Analysis of Traffic Capacity on Mountainous Two Lane Highway Adding Climbing Lane
MATEC Web of Conferences 81, 04009 (2016) DOI: 10.1051/matecconf/20168104009 ICTTE 2016 Analysis of Traffic Capacity on Mountainous Two Lane Highway Adding Climbing Lane Yunwei Meng1,2 , Hailing Li2, Hejun Chai2 and ZonglingYan 2 1The Key Laboratory of Road and Traffic Engineering, Ministry of Education, Tongji University, 201804,Shanghai, China 2China Merchants Chongqing Communications Technology Research & Design Institute Co., LTD, 400067,Chongqing, China Abstract. During the construction of mountainous double lane highway, climbing lane plays a certain role for enhancing the traffic capacity. In order to explore traffic capacity improvement effect for different conditions of climbing lane, 20 representative models are chosen, which contain various combinations of alignment and traffic parameters. The changes of traffic capacity, average speed, delays, and saturation in models are obtained before and after the use of a climbing lane by means of numerical simulation. The results show that the use of a climbing lane could improve traffic capacity, average speed, while reducing delays and saturation. The improvement effect is different according to different combinations of alignment and traffic parameters. The research could provide a reference for mountainous climbing lane construction intend. 1 Introduction found that it is possible to generate traffic bottlenecks in the lane separation and convergence position. It can Because of the limitation of geology, topography and effectively ease traffic congestion by extending the length engineering investment, two-way two lane highway is of the transition section [4]. Setting up a reasonable common form in mountainous area of China. Two lane climbing lane, it can slow down the occurrence of traffic highways in mountain area is the main artery, assuming congestion [5]. -
2C-1 Application of Warning Signs Warning Signs Are Used When It Is
C. WARNING SIGNS 2C-1 Application of Warning Signs Warning signs are used when it is deemed necessary to warn traffic of existing or potentially hazardous conditions on or adjacent to a high- way or street. Warning signs require caution on the part of the vehicle operator and may call for reduction of speed or a maneuver in the interest of his own safety and that of other vehicle operators and pedes- trians. Adequate warnings are of great assistance to the vehicle opera- tor and are valuable in safe-guarding and expediting traffic. The use of warning signs should be kept to a minimum because the unnecessary use of them to warn of conditions which are apparent tends to breed disrespect for all signs. Even on the most modern expressways there may be some conditions to which the driver can be alerted by means of warning signs. These conditions are in varying degrees common to all highways, and existing standards for warning signs are generally applicable to expressways. Typical locations and hazards that may warrant the use of warning signs are: 1. Changes in horizontal alignment 2. Intersections 3. Advance warning of control devices 4. Converging traffic lanes 5. Narrow roadways 6. Changes in highway design 7. Grades 8. Roadway surface conditions 9. Railroad crossings 10. Entrances and crossings 11. Miscellaneous Warning signs specified herein cover most conditions that are likely to be met. Special warning signs for highway construction and mainte- nance operations, school areas, railroad grade crossings and bicycle fa- cilities are dealt with in Parts VI through IX of this Manual. -
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) -
US 64 from West of NC 281 at Lake Toxaway to Indian Creek Transylvania County WBS No
US 64 From West of NC 281 at Lake Toxaway to Indian Creek Transylvania County WBS No. 34428.2.2 T.I.P. No. R-2409C EXECUTIVE SUMMARY 1. FEDERAL HIGHWAY ADMINISTRATION This is a Federal Highway Administration (FHWA) Administrative Action Categorical Exclusion. 2. CONTACTS The following individuals may be contacted for additional information concerning this Proposal: Mr. John F. Sullivan, III, P.E. Mr. Edward A. Green, P.E., Division Engineer Division Administrator Highway Division 14 Office Federal Highway Administration North Carolina Department of Transportation 310 New Bern Avenue, Suite 410 253 Webster Road Raleigh, North Carolina 27601 Sylva, NC 28779 Telephone: (919) 856-4346 Telephone: (828) 586-2141 3. OTHER GOVERNMENTAL ACTIONS REQUIRED The proposed action will require permits pursuant to Sections 401 and 404 of the Clean Water Act of 1977, as amended. A 401 Water Quality Certification from the Water Quality Section of the North Carolina Department of Environment and Natural Resources (NCDENR), Division of Water Quality will be needed for fill activity in adjacent wetlands and surface waters. A Section 404 permit issued by the US Army Corps of Engineers will be required to discharge and place fill materials into wetlands. 4. PROPOSED ACTION The North Carolina Department of Transportation (NCDOT) and FHWA propose transportation improvements to US 64 from 0.3 mile west of NC 281 at Lake Toxaway to Indian Creek, Transylvania County. The proposed project is included in the NCDOT 2012-2020 State Transportation Improvement Program (STIP) as project number R-2409C. The project consists of upgrading this 1.5-mile, two-lane roadway to improve geometric design conditions and add a climbing lane. -
Seretny A. a Co to Takiego A1-A2.Pdf
987777 987777 987777 987777 ISBN 97883-242-1105-0 987777 SPIS TREŚCI Wstęp 7 Introduction 9 Introduction 11 Vorwort 13 Jak korzystać ze Słownika 16 How to use the dictionary 17 Comment utiliser le dictionaire 18 Wie man dieses Wörterbuch benutzt 19 Spis tablic 21 Tablice 28 Wykaz skrótów 174 Indeks 175 (w języku polskim, angielskim, francuskim i niemieckim) Dodatek 250 A. Wagi B. Miary odległości C. Miary czasu D. Liczebniki E. Znaki interpunkcyjne F. Dodatek geograficzny 5 987777 6 987777 WSTĘP A co to takiego? Obrazkowy słownik języka polskiego po raz pierwszy ukazał się w roku 1993 i był pierwszym słownikiem tego typu przezna− czonym dla uczących się języka polskiego jako obcego. Był on adreso− wany zarówno do tych, którzy naukę rozpoczynali, jak i do tych, którzy chcieli poszerzyć swoją znajomość polskiego słownictwa. Wszystkie ar− tykuły hasłowe słownika definiowane były za pomocą obrazków. Dzięki takiej technice możliwe było uniknięcie wielu kłopotów związanych z definiowaniem pojęć podstawowych, stanowiących zasadniczy kor− pus pracy. Pierwsze wydanie, mimo bardzo skromnej szaty graficznej – plansze słownika były czarno−białe – cieszyło się sporą popularnością wśród uczących się (posługiwano się nim i w kraju i za granicą) i jego nakład wkrótce się wyczerpał. Korzystając z nadarzającej się okazji postanowiliśmy przygotować kolejne wydanie Obrazkowego słownika języka polskiego uwzględniając w nim zarówno nowe pomysły autorów jak i sugestie oraz spostrzeże− nia użytkowników. Zasadnicza koncepcja pracy, zgodnie z którą zna− czenia jednostek leksykalnych definiowane są za pomocą rysunków, nie uległa zmianie. Jednakże dzięki nowym, kolorowym tablicom nie− zwykle zyskała szata graficzna słownika i poprawiła się czytelność rysun− ków. Mieliśmy także możliwość wprowadzenia do nich nowych ele− mentów leksykalnych, przez co wzrosła nieco liczba haseł słowniczka. -
DN-GEO-03031 June 2017 TRANSPORT INFRASTRUCTURE IRELAND (TII) PUBLICATIONS
Rural Road Link Design DN-GEO-03031 June 2017 TRANSPORT INFRASTRUCTURE IRELAND (TII) PUBLICATIONS About TII Transport Infrastructure Ireland (TII) is responsible for managing and improving the country’s national road and light rail networks. About TII Publications TII maintains an online suite of technical publications, which is managed through the TII Publications website. The contents of TII Publications is clearly split into ‘Standards’ and ‘Technical’ documentation. All documentation for implementation on TII schemes is collectively referred to as TII Publications (Standards), and all other documentation within the system is collectively referred to as TII Publications (Technical). Document Attributes Each document within TII Publications has a range of attributes associated with it, which allows for efficient access and retrieval of the document from the website. These attributes are also contained on the inside cover of each current document, for reference. TII Publication Title Rural Road Link Design TII Publication Number DN-GEO-03031 Activity Design (DN) Document Set Standards Stream Geometry (GEO) Publication Date June 2017 Document 03031 Historical NRA TD 9 Number Reference TII Publications Website This document is part of the TII publications system all of which is available free of charge at http://www.tiipublications.ie. For more information on the TII Publications system or to access further TII Publications documentation, please refer to the TII Publications website. TII Authorisation and Contact Details This document -
The Undisputed Market Leader in Design-Build
THE UNDISPUTED MARKET LEADER IN DESIGN-BUILD PROJECTS PROJECT LOCATION OWNER DESIGN-BUILD TEAM or CONTRACTOR Glenn Highway Improvements Anchorage, AK Alaska DOT Kiewit Infrastructure West Co. SR202L South Mountain Freeway Project Phoenix, AZ Arizona DOT Connect 202 Partners, LLC Loop 202 Widening Phoenix, AZ Arizona DOT Kiewit + Sundt + URS I-10 INA Road GMP 2 Tucson, AZ Arizona DOT Sundt/Kiewit JV Metro Orange Line Extension Chatsworth, CA LACMA Brutoco Engineering + Mc Lean & Schultz + Wildan Engineering I-15 & I-235 Devore Interchange Devore, CA CALTRANS Atkinson Contractors, LP BART Warm Springs Extension Fremont, CA CALTRANS Warm Spring Constructors CA High Speed Rail-1 DB Fresno, CA California High Speed Rail Authority Tutor Perini/Zachry/Parsons, A Joint Venture SR-99 Realignment-CMGC Fresno, CA CALTRANS MSE Retaining Systems, Inc. Fresno Braided Ramps Fresno, CA CALTRANS R & L Brosamer, Inc. SR-58 Kramer Junction CMGC Hinkley, CA CALTRANS Kiewit Infrastructure West Co. Inglewood Stadium Inglewood, CA TURNER HUNT LA NFL JOINT VENTURE Kiewit Infrastructure West Co. I-405 Sepulveda Pass Design Build Los Angelos, CA CALTRANS Kiewit Infrastructure West Company SDRBDT Mid-Coast Corridor Transit Project San Diego, CA SAN DIEGO Assoc. of Govts. (SANDAG) Mid-Coast Transit Constructors Smugglers Gulch Wash Tunnel San Diego, CA USACE Kiewit + Simon Wong Engineering + HNTB COSMIX Colorado Springs, CO CDOT SEMA Construction + CH2M Hill T-REX Denver, CO CDOT + RTD Kiewit + Parsons Transportation Group RTD West Corridor (Fastracks)* Golden, CO RTD Herzog + Stacey Witbeck JV + David Evans & Assoc. I-25 Trinidad Phase B Trinidad, CO CDOT Slaton Brothers, Inc. Rehab of Frederick Douglas Bridge Washington, DC DC Dept. -
Chapter Iii Roads and Streets Chapter Contents
CHAPTER III ROADS AND STREETS TOC-III-3 of 3 CHAPTER III ROADS AND STREETS CHAPTER CONTENTS Page No.I...........................................................................................................GENERAL 1 A. Introduction............................................................................................................1 B. Definitions .............................................................................................................1 C. Authorization, Permits ...........................................................................................3 D. Abbreviations.........................................................................................................4 II. DESIGN CRITERIA .......................................................................................................4 A. Pre-Design Meeting ...............................................................................................4 B. Preliminary Considerations....................................................................................4 1. Factors to be Considered in Trafficway Design ........................................4 2. Survey Requirements.................................................................................5 3. Right-of-Way Requirements......................................................................6 4. General Development Plan ........................................................................7 5. Preliminary Studies....................................................................................7 -
BMP Chapter 3: Bicycle Network Recommendations
Chapter 3 Bellingham Bicycle Master Plan | Chapter 3: Bicycle Network Recommendations Chapter 3: Bicycle Network Recommendations Chapter 3 presents the recommended network of on-street bicycle facilities that will help Bellingham meet the goals of this Plan. It describes the methodology used to develop the proposed network and suggests facility types for each street segment in the network. This chapter also provides a prioritized list of recommendations to facilitate strategic and timely implementation of the Plan. Network Opportunities and Constraints The City of Bellingham street system presents both opportunities and constraints for developing an on- street, city-wide bicycle network that safely connects all major destinations for bicyclists of all skill levels. In areas of the City that have a traditional street grid pattern, such as Downtown, Fairhaven, and neighborhoods west of Interstate 5 (I-5), there are strong opportunities on local and arterial streets to develop a system of well-connected bicycle facilities. In newer sections of the City, particularly to the east and north of I-5, there are more dead-end streets and larger blocks, making it harder to develop an extensive network of bicycle facilities in these areas. Many of these areas with limited connectivity were built under the current land use and local, State, and federal environmental regulations, which are much more restrictive than in the past and can make street and trail construction - and associated environmental impact mitigation - very expensive. One of the most significant challenges for creating a connected bicycle network is I-5. There are currently eleven arterial streets that cross I-5 over a nine-mile stretch and many of these are intimidating to novice and intermediate bicyclists. -
ROADWAY DESIGN GUIDELINES English Revised
TDOT - ROADWAY DESIGN GUIDELINES English Revised: 10/27/15 SECTION II - PRELIMINARY PLANS CHAPTER 1 - DESIGN GUIDELINES 2-100.00 PROJECT FOLDER (See 1-100.00) 2-105.00 ROADWAY DESIGN CHECKLIST - PRELIMINARY PLANS (See 1-105.00) 2-110.00 PROJECT ACTIVITY STATUS SHEET (See 1-110.00) 2-112.00 SIZE OF FULL-SIZE PLAN AND CROSS-SECTION SHEETS (See 3-102.00 and 4-112.00) 2-115.00 IDENTIFICATION OF SUPERVISORS, DESIGNERS, AND CHECKERS ON TITLE SHEET (See 3-105.00) 2-115.01 SPECIAL NOTES 2-115.05 EQUATION BLOCKS ON TITLE SHEET (See 4-115.20) 2-115.10 EXCLUSIONS ON TITLE SHEET (See 4-115.25) 2-115.15 TRAFFIC BLOCK ON TITLE SHEET 2-115.20 PROJECT DESCRIPTIONS 2-115.25 SPECIAL LOG MILE NOTE 2-120.00 TRAFFIC DATA FOR DESIGN 2-125.00 VERTICAL CLEARANCES FOR NON-INTERSTATE BRIDGES 2-127.00 SUBMITTAL OF PLANS FOR STRUCTURAL GRADE APPROVAL 2-130.00 SUPERELEVATION RATES AND RUN-OFF 2-132.00 INTERSECTION SIGHT DISTANCE 2-135.00 THE CLEAR ZONE ROADSIDE CONCEPT 2-135.05 CLEAR ZONES ON CURVED ALIGNMENTS 2-136.00 LANDSCAPING 2-140.00 MEDIAN OPENING SPACING 2-145.00 EXCAVATION AND UNDERCUTTING (See 4-203.00) 2-145.05 EARTHWORK BALANCES (See 2-145.10, 3-315.05 and 3-315.15) 2-145.07 SUBMISSION OF GRADING QUANTITIES SHEETS (See 3-315.20 and 4- 203.50) 2-145.10 SHRINKAGE AND SWELL FACTORS (See 2-145.05, 3-315.10, and 4- 203.05) 2-150.00 TRUCK CLIMBING LANES 2-150.01 LOCATION GUIDELINES 2-150.02 CAPACITY ANALYSIS 2-i TDOT - ROADWAY DESIGN GUIDELINES English Revised: 10/27/15 2-150.03 CRITICAL LENGTH OF GRADE 2-150.04 DESIGN GUIDELINES 2-150.05 DOWNGRADES 2-150.06 -
Speed Limits) (Jersey) Order 2003
ROAD TRAFFIC (SPEED LIMITS) (JERSEY) ORDER 2003 Revised Edition 25.550.44 Showing the law as at 1 January 2019 This is a revised edition of the law Road Traffic (Speed Limits) (Jersey) Order 2003 Arrangement ROAD TRAFFIC (SPEED LIMITS) (JERSEY) ORDER 2003 Arrangement Article 1 Interpretation ................................................................................................... 5 2 30 mph speed limit .......................................................................................... 5 3 20 mph speed limit .......................................................................................... 5 4 15 mph speed limit .......................................................................................... 5 4A Part-time speed limits indicated by traffic signs ............................................. 6 4B Part-time speed limits at schools..................................................................... 6 4C Part-time speed limits at works ....................................................................... 6 5 Citation ............................................................................................................ 6 SCHEDULE 1 7 30 MPH SPEED LIMIT 7 SCHEDULE 2 16 20 MPH SPEED LIMIT 16 SCHEDULE 3 21 15 MPH SPEED LIMIT 21 Supporting Documents ENDNOTES 29 Table of Legislation History......................................................................................... 29 Table of Renumbered Provisions ................................................................................. 29 Table of