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Manual on Uniform Traffic Control Devices Manual on Uniform Traffic
MManualanual onon UUniformniform TTrafficraffic CControlontrol DDevicesevices forfor StreetsStreets andand HighwaysHighways U.S. Department of Transportation Federal Highway Administration for Streets and Highways Control Devices Manual on Uniform Traffic Dotted line indicates edge of binder spine. MM UU TT CC DD U.S. Department of Transportation Federal Highway Administration MManualanual onon UUniformniform TTrafficraffic CControlontrol DDevicesevices forfor StreetsStreets andand HighwaysHighways U.S. Department of Transportation Federal Highway Administration 2003 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 Association of State Highway and Transportation Officials (AASHTO) 444 North Capitol Street, NW, Suite 249 Washington, DC 20001 www.transportation.org American Railway Engineering and Maintenance-of-Way Association (AREMA) 8201 Corporate Drive, Suite 1125 Landover, MD 20785-2230 www.arema.org Federal Highway Administration Report Center Facsimile number: 301.577.1421 [email protected] Illuminating Engineering Society (IES) 120 Wall Street, Floor 17 New York, NY 10005 www.iesna.org Institute of Makers of Explosives 1120 19th Street, NW, Suite 310 Washington, DC 20036-3605 www.ime.org Institute of Transportation Engineers -
Transit Ready City Report
City of Rochester Comprehensive Access and Mobility Plan Transit Ready City Report Cover photo from patrickashley via wikimedia Table of Contents Page 1 Introduction ..................................................................................................... 1-1 2 Priority Corridors .............................................................................................. 2-1 Identification.....................................................................................................2-1 Land Use and Development............................................................................2-3 Street Design and Public Realm ......................................................................2-3 3 Stations and Stops ........................................................................................... 3-1 Basic Bus Stops..................................................................................................3-1 Enhanced Bus Stops .........................................................................................3-1 Transfer Points ...................................................................................................3-1 Stop Hierarchy and Requirements...................................................................3-4 Supportive Right-of-Way Considerations.........................................................3-5 Evolution of the Transit Center .........................................................................3-8 Connections to Intercity Services ....................................................................3-9 -
Madison Avenue Dual Exclusive Bus Lane Demonstration, New York City
HE tV 18.5 U M T A-M A-06-0049-84-4 a A37 DOT-TSC-U MTA-84-18 no. DOT- Department SC- U.S T of Transportation UM! A— 84-18 Urban Mass Transportation Administration Madison Avenue Dual Exclusive Bus Lane Demonstration - New York City j ™nsportat;on JUW 4 198/ Final Report May 1984 UMTA Technical Assistance Program Office of Management Research and Transit Service UMTA/TSC Project Evaluation Series NOTICE This document is disseminated under the sponsorship of the Department of Transportation in the interest of information exchange. The United States Government assumes no liability for its contents or use thereof. NOTICE The United States Government does not endorse products or manufacturers. Trade or manufacturers' names appear herein solely because they are considered essential to the object of this report. - POT- Technical Report Documentation Page TS . 1. Report No. 2. Government Accession No. 3. Recipient s Catalog No. 'A'* tJMTA-MA-06-0049-84-4 'Z'i-I £ 4. Title and Subtitle 5. Report Date MADISON AVENUE DUAL EXCLUSIVE BUS LANE DEMONSTRATION. May 1984 NEW YORK CITY 6. Performing Organization Code DTS-64 8. Performing Organization Report No. 7. Authors) J. Richard^ Kuzmyak : DOT-TSC-UMTA-84-18 9^ Performing Organization Name ond Address DEPARTMENT OF 10. Work Unit No. (TRAIS) COMSIS Corporation* transportation UM427/R4620 11501 Georgia Avenue, Suite 312 11. Controct or Grant No. DOT-TSC-1753 Wheaton, MD 20902 JUN 4 1987 13. Type of Report and Period Covered 12. Sponsoring Agency Name and Address U.S. Department of Transportation Final Report Urban Mass Transportation Admi ni strati pg LIBRARY August 1980 - May 1982 Office of Technical Assistance 14. -
Module 6. Hov Treatments
Manual TABLE OF CONTENTS Module 6. TABLE OF CONTENTS MODULE 6. HOV TREATMENTS TABLE OF CONTENTS 6.1 INTRODUCTION ............................................ 6-5 TREATMENTS ..................................................... 6-6 MODULE OBJECTIVES ............................................. 6-6 MODULE SCOPE ................................................... 6-7 6.2 DESIGN PROCESS .......................................... 6-7 IDENTIFY PROBLEMS/NEEDS ....................................... 6-7 IDENTIFICATION OF PARTNERS .................................... 6-8 CONSENSUS BUILDING ........................................... 6-10 ESTABLISH GOALS AND OBJECTIVES ............................... 6-10 ESTABLISH PERFORMANCE CRITERIA / MOES ....................... 6-10 DEFINE FUNCTIONAL REQUIREMENTS ............................. 6-11 IDENTIFY AND SCREEN TECHNOLOGY ............................. 6-11 System Planning ................................................. 6-13 IMPLEMENTATION ............................................... 6-15 EVALUATION .................................................... 6-16 6.3 TECHNIQUES AND TECHNOLOGIES .................. 6-18 HOV FACILITIES ................................................. 6-18 Operational Considerations ......................................... 6-18 HOV Roadway Operations ...................................... 6-20 Operating Efficiency .......................................... 6-20 Considerations for 2+ Versus 3+ Occupancy Requirement ............. 6-20 Hours of Operations .......................................... -
Chapter 4 Low-Volume Roads Engineering
Chapter 4 Chapter Chapter 4 Low-Volume Roads Engineering Low-V Low-V Low-V Low-V Low-V olume R olume R olume R olume R olume R “You get what you Inspect, not what you Expect.” LOW VOLUME ROAD is considered a road The basic steps are: oads Engineering oads Engineering oads Engineering oads Engineering oads Engineering that has relatively low use (an Average Planning A Daily Traffic of less than 400 vehicles per day), Location low design speeds (typically less than 80 kph), and Survey corresponding geometry. Most roads in rural areas are Design low-volume roads. A well planned, located, designed, Construction constructed, and maintained low-volume road system Maintenance is essential for community development, flow of goods If any one of these steps is omitted, a road may and services between communities, and resource perform poorly, not meet its expectations, fail management activities. However roads, and particularly prematurely, require unnecessarily high maintenance, or road construction, can create more soil erosion than cause environmental impacts. Without planning and most other activities that occur in rural areas. Proper good location, a road may not adequately serve its users planning and design of the road system will minimize or may be in a problematic area. Survey and design are adverse impacts to water quality. Poorly planned road needed to fit the road to the ground and have it function systems can have high maintenance and repair costs, properly. Good construction insures that the design is contribute to excessive erosion, and fail to meet the needs implemented and built with some degree of quality of the users. -
Chapter 3 Review Questions
Chapter 3 - Learning to Drive PA Driver’s Manual CHAPTER 3 REVIEW QUESTIONS 1. TEENAGE DRIVERS ARE MORE LIKELY TO BE INVOLVED IN A CRASH WHEN: A. They are driving with their pet as a passenger B. They are driving with adult passengers C. They are driving with teenage passengers D. They are driving without any passengers 2. DRIVERS WHO EAT AND DRINK WHILE DRIVING: A. Have no driving errors B. Have trouble driving slow C. Are better drivers because they are not hungry D. Have trouble controlling their vehicles 3. PREPARING TO SMOKE AND SMOKING WHILE DRIVING: A. Do not affect driving abilities B. Help maintain driver alertness C. Are distracting activities D. Are not distracting activities 4. THE TOP MAJOR CRASH TYPE FOR 16 YEAR OLD DRIVERS IN PENNSYLVANIA IS: A. Single vehicle/run-off-the-road B. Being sideswiped on an interstate C. Driving in reverse on a side street D. Driving on the shoulder of a highway 5. WHEN PASSING A BICYCLIST, YOU SHOULD: A. Blast your horn to alert the bicyclist B. Move as far left as possible C. Remain in the center of the lane D. Put on your four-way flashers 6. WHEN YOU DRIVE THROUGH AN AREA WHERE CHILDREN ARE PLAYING, YOU SHOULD EXPECT THEM: A. To know when it is safe to cross B. To stop at the curb before crossing the street C. To run out in front of you without looking D. Not to cross unless they are with an adult 7. IF YOU ARE DRIVING BEHIND A MOTORCYCLE, YOU MUST: A. -
High Occupancy Vehicle (HOV) Detection System Testing
High Occupancy Vehicle (HOV) Detection System Testing Project #: RES2016-05 Final Report Submitted to Tennessee Department of Transportation Principal Investigator (PI) Deo Chimba, PhD., P.E., PTOE. Tennessee State University Phone: 615-963-5430 Email: [email protected] Co-Principal Investigator (Co-PI) Janey Camp, PhD., P.E., GISP, CFM Vanderbilt University Phone: 615-322-6013 Email: [email protected] July 10, 2018 DISCLAIMER This research was funded through the State Research and Planning (SPR) Program by the Tennessee Department of Transportation and the Federal Highway Administration under RES2016-05: High Occupancy Vehicle (HOV) Detection System Testing. This document is disseminated under the sponsorship of the Tennessee Department of Transportation and the United States Department of Transportation in the interest of information exchange. The State of Tennessee and the United States Government assume no liability of its contents or use thereof. The contents of this report reflect the views of the author(s), who are solely responsible for the facts and accuracy of the material presented. The contents do not necessarily reflect the official views of the Tennessee Department of Transportation or the United States Department of Transportation. ii Technical Report Documentation Page 1. Report No. RES2016-05 2. Government Accession No. 3. Recipient's Catalog No. 4. Title and Subtitle 5. Report Date: March 2018 High Occupancy Vehicle (HOV) Detection System Testing 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Deo Chimba and Janey Camp TDOT PROJECT # RES2016-05 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Department of Civil and Architectural Engineering; Tennessee State University 11. -
16Th Street Project Flyer ENGLISH
16th Street Improvement Project We’re Moving Muni Forward As part of Muni Forward, SFMTA is adding transit and safety improvements along the 22 Fillmore route that will make it safer to walk and bike, increase the reliability of transit service and enhance the customer experience on and off the bus. Project Overview BENEFITS AT A GLANCE The 16th Street Improvement Project aims to improve transit reliability and Reduce travel travel time for the 18,000 customers who ride Muni along the corridor on time by almost an average weekday, while enhancing safety and accessibility. It will address transportation needs of current and future residents, workers and visitors to the southeastern portion of the 22 Fillmore route along 2.3 miles of 16th Street. The 25% project also features utility upgrades as well as new trees, sidewalks and bus shelters. To allow for zero-emission transit service into Mission Bay, the project includes extending the overhead contact system (OCS) that powers our trolley buses on 16th Street from Kansas to Third streets. Additionally, new bike lanes have been added to 17th Street to create a continuous route from Mission Bay to the Mission neighborhood. Wider sidewalks at intersections This project is part of Muni Forward, an ongoing initiative to create a safe, reli- and bus bulb outs for safer able and comfortable experience on and off transit. crossings for people walking and quicker bus boardings. Schedule Stay Connected Construction will occur in two phases. First will be Potrero Hill/ Sign-up to get project updates and alerts: Mission Bay, followed by the Mission neighborhood section. -
American Title a Sociation ~ ~
OFFICIAL PUBLICATION AMERICAN TITLE A SOCIATION ~ ~ VOUJME XXXVI JUNE, 1957 NUMBER 6 TITLE NEWS Official Publication of THE AMERICAN TITLE ASSOCIATION 3608 Guardian Building-Detroit 26, Michigan Volume XXXVI June, 1957 Number 6 Table of Contents Introduction-The Federal Highway Program ......... ... ................ .. .................... 2 J. E. Sheridan Highway Laws Relating to Controlled Access Roads ..... .. ....... ........... 6 Norman A. Erbe Title Companies and the Expanded Right of Way Problems ...... ............. .. 39 , Daniel W. Rosencrans Arthur A. Anderson Samuel J. Some William A . Thuma INTRODUCTION The Federal Highway Program J. E. SHERIDAN We are extremely grateful to Nor veloped its planning sufficiently to man A. Erbe, Attorney General of the show to the satisfaction of the dis State of Iowa, for permission to re trict engineer the effect of the pro print his splendid brief embracing posed construction upon adjace.nt the highway laws of various states property, the treatment of access con relating to the control in access roads. trol in the area of Federal acquisi Mr. Erbe originally presented this m tion, and that appropriate arrange narrative form before the convention ments have been made for mainte of the Iowa Title Association in May nance and supervision over the land of this year. As is readily ascertain to be acquired and held in the name able, this is the result of a compre of the United States pending transfer hensive study of various laws touch· of title and jurisdiction to the State ing on the incidents of highway regu or the proper subdivision thereof." lations. Additionally, we are privi It is suggested that our members leged to carry the panel discussion bring this quoted portion to the at of the American Right of Way Asso tention of officers of the Highway ciation Convention held in Chicago, Department and the office of its legal May 16 and 17, dealing with "Title division, plus the Office of the Attor Companies and the Expanded Right ney General within the members' ju of Way Problems". -
Guidelines for the Safe Siting of School Bus Stops
Guidelines for the safe location of school bus stops 1. How are bus stops determined? Bus stops will be placed on public roadways and will avoid travel on private roads and/or driveways Bus routes are designed with buses traveling on main arterials with students picked up and dropped off at central locations. Visibility – Bus drivers need to have at least 500 feet of visible roadway to the bus stop. If there is not ample visibility (e.g. curve or hill) a “school bus stop ahead sign” is put in place before the stop in accordance with WAC 392-145-030 Bus drivers activate their school bus warning lights 300-100 feet before arriving at the bus stop, where the posted speed limit is 35 mph and under, and 500-300 feet before arriving at the bus stop where the posted speed limit is 35 mph and over. 2. Why are bus stops located at corners? Bus stops may be located at corners or intersections whenever possible. Corner stops are much more visible to drivers than house numbers. Students are generally taught to cross at corners rather than in the middle of the street. Traffic controls, such as stoplights or signs, are located at corners. These tend to slow down motorists at corners, making them more cautious as they approach intersections. The motoring public generally expects school buses to stop at corners rather than individual houses. Impatient motorists are also less likely to pass buses at corners than along a street. Cars passing school buses create the greatest risk to students who are getting on or off the bus. -
Right of Passage
Right of Passage: Reducing Barriers to the Use of Public Transportation in the MTA Region Joshua L. Schank Transportation Planner April 2001 Permanent Citizens Advisory Committee to the MTA 347 Madison Avenue, New York, NY 10017 (212) 878-7087 · www.pcac.org ã PCAC 2001 Acknowledgements The author wishes to thank the following people: Beverly Dolinsky and Mike Doyle of the PCAC staff, who provided extensive direction, input, and much needed help in researching this paper. They also helped to read and re-read several drafts, helped me to flush out arguments, and contributed in countless other ways to the final product. Stephen Dobrow of the New York City Transit Riders Council for his ideas and editorial assistance. Kate Schmidt, formerly of the PCAC staff, for some preliminary research for this paper. Barbara Spencer of New York City Transit, Christopher Boylan of the MTA, Brian Coons of Metro-North, and Yannis Takos of the Long Island Rail Road for their aid in providing data and information. The Permanent Citizens Advisory Committee and its component Councils–the Metro-North Railroad Commuter Council, the Long Island Rail Road Commuters Council, and the New York City Transit Riders Council–are the legislatively mandated representatives of the ridership of MTA bus, subway, and commuter-rail services. Our 38 volunteer members are regular users of the MTA system and are appointed by the Governor upon the recommendation of County officials and, within New York City, of the Mayor, Public Advocate, and Borough Presidents. For more information on the PCAC and Councils, please visit our website: www.pcac.org. -
Daviess County Road and Street Index
2/22/2021 Daviess County Road and Street Index Route Begin End Length Road Name Number Location Location (miles) Abbie Avenue 1078 KY 2830 Dead End 0.143 Access Road to KY 456 1195 KY 456 Dead End 0.060 Acorn Ridge Court 1334 Beech Hill Drive Dead End 0.141 Affirmed Court 1010D Bold Forbes Way Cul-de-sac 0.047 Alley - 1 (Maceo) 1072L Church Lane 189' W.of High St. 0.094 Alley - 2 (Maceo) 1438 Sacra Drive Dead End 0.039 Alley - 3 (Stanley) 1355C Church Street US 60 0.136 Alley - 4 (Stanley) 1355E Church Street Griffith Station Road 0.103 Alley - 5 (Stanley) 1355D Church Street French Island Road 0.095 Alley - 6 (Brown Court) 1092Z Brown Court Stewart Court 0.137 Alma Court 1112C Waterfield Drive Cul-de-sac 0.159 Alsop Lane 1092A8 US 60 City Limits 0.442 Alvey Bridge Road 1298 KY 279 Hayden Bridge Road 1.454 Alvey Park Drive East 1105 KY 54 Alvey Park Drive W 0.328 Alvey Park Drive West 1106 KY 54 Alvey Park Drive E 0.340 Amethyst Court 1420E Diamond Drive Cul-de-sac 0.053 Antler Avenue 1120E Dead End Foors Lane 0.604 Aristides Drive 1010P Bold Forbes Way Cul-de-sac 0.132 Ashbyburg Road 1247 KY 81 KY 554 1.116 Ashland Avenue 1387B Rand Road (west) Rand Road (east) 0.327 Ashland Avenue Spur 1387B-80 Ashland Avenue End of Maintenance 0.025 At The Post Court 1507k Stirrup Loop Cul-de-sac 0.140 Aubrey Road 1072B Rockport Ferry Road Dead End 0.393 Aubrey Road Connector - 1 1072B-70 Aubry Road KY 2830 (south) 0.019 Aubrey Road Connector - 2 1072B-71 Aubry Road KY 2830 (north) 0.027 Aull Road 1031 Jack Hinton Road KY 144 2.538 Autumn Creek 1213