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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. -
Role of High-Occupancy-Vehicle Lanes Highway Construction Management In
TRANSPORTATION RESEARCH RECORD 1280 131 Role of High-Occupancy-Vehicle Lanes In• Highway Construction Management ALLAN E. PINT, CHARLEEN A. ZIMMER, AND FRANCIS E. LOETTERLE The Minnesota Department of Transportation (Mn/DOT) is con 3. How has construction affected use of the HOV lane? structing 1-394 along the portion of US-12 that extends from 4. What was the role of the HOV lane in traffic management do\\lntown MinneapolL5 to the suburb of Wayzata. When com during construction? pleted, I-394 will have high-occupancy-vehicle (HOV) lanes. 5. How has the HOV lane affected the highway construction Mn/DOT builr a temporary HOV lane along US-12 before con structing 1-394 to introduce th , HOV lane concept to commuters project? and to improve capacity during construction. Mn/DOT and the FHW A have been conducting an evaluation of this temporary HOV lane. Phase I evaluated operation in an arterial highway FUTURE 1-394 TRANSPORTATION SYSTEM environment before construction. Phase II evaluated operation and use of the HOV lane during highway construction. Five key When completed, 1-394 will have two mixed traffic lanes in issues were addressed in the Phase II evaluation: (a) what can each direction and two lanes for high-occupancy vehicles (3 be learned about the design and operation of HOV lanes, (b) mi of separated reversible lanes and 8 mi of concurrent flow who uses HOV lanes and what factors cause people to choose diamond lanes). I-394 is being built along the alignment of carpooling or the bus over driving alone, (c) how has con truction existing US-12, from downtown Minneapolis to the third-ring affected use of the HOV lane, (d) what was the role of the HOV lane in construction traffic management, and (e) how has the suburban municipality of Wayzata, 11 mi to the west. -
PBOT Traffic Design Manual Volume 1
Traffic Design Manual Volume 1: Permanent Traffic Control and Design CITY OF PORTLAND, OREGON January 2020 Updated June 2021 0 of 135 Table of Contents Preface .......................................................................................................................................................... 3 Glossary ........................................................................................................................................................ 4 1 Permanent Traffic Control Signs ............................................................................................................... 7 1.1 Regulatory Signs ................................................................................................................................. 8 1.2 Warning Signs .................................................................................................................................. 17 1.3 Guide Signs....................................................................................................................................... 21 2 Pavement Markings ................................................................................................................................. 31 2.1 Centerlines ........................................................................................................................................ 31 2.2 Lane Widths ...................................................................................................................................... 33 2.3 Turn -
1976 Southern California Rapid Transit District
SOUTHERN CALIFORNIA RAPID TRANSIT DISTRICT History and Current Status of the Santa Monica Freeway Diamond Lane Project ,rely — 1976 SOUTHERN CALIFORNIA RAPID TRANSIT DISTRICT - History and Current Status of the Santa Monica Freeway Diamond Lane Project ~°,~, July, 1976 ~ ~ -'` The Santa Monica Freeway Diamond Lzne Project was implemented on March Z5, 1976. The following is a brief description of . the project. Definition - Diamond Lane The fast Lane of the Santa Monica Freeway (lanes nearest median) in each direction between Lincoln Boulevard in Santa Monica and the Harbor Fresway {12~ miles) were set aside for vehicles with three or more people by means .of large diamonds pa~nte3 inside the Lane and Icy directional signs which will be strategically placed along the freeway. Usiaq the Diamond Lane. No special permit.or stic3cer is needed' to use the Diamond Lanes. THERE WILL BE NO BARRIERS, SO BUSES AND VEI3ICLES WIfi~i THREE OR MORE PEOPLE CAN ENTER OR LEAVE THE DIAMOND LANE ANY- ~iiH~RE ALONG THE ROUTE. Hours of Operation 'the Diamond Lane Freeway and on-ramp rules apply Monday through Friday between 6:30 a.m. and 9:30 a.m. and between 3: fl0 p.m. and 7: 00 p.m. Using the Ramp Any car w?th two or more passengers (including children) may use the diamond ramp and bypass the meter, but they must use caution in the merging area. All vehicles must obey signals and signs at the street entrance to the ramp. Ramp Locations with Carpool Bypasses Eastbound (to Los Angeles) Westbound (to Santa Monica) Cloverfield Blvd. -
Best Practices Local Bikeway Planning and Design Guide
THE MID-AMERICA REGIONAL COUNCIL AND THE KANSAS CITY METRO CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION BEST PRACTICES LOCAL BIKEWAY PLANNING AND DESIGN GUIDE 2012 i TABLE OF CONTENTS Chapter Page 1.0 INTRODUCTION ...............................................................................................................8 2.0 DEFINITIONS ...................................................................................................................10 3.0 DESIGNING FOR THE BICYCLE USER .......................................................................14 3.1 BICYCLE USER CHARACTERISTICS ..............................................................14 3.2 TRIP PURPOSE ....................................................................................................15 3.3 PHYSICAL AND COGNITIVE ABILITIES .......................................................16 3.4 LEVEL OF USER SKILL AND COMFORT .......................................................16 3.5 BICYCLE USER TYPES ......................................................................................16 4.0 BICYCLE FACILITIES - AN OVERVIEW .....................................................................17 4.1 DESIGN OF BICYCLE FACILITIES ..................................................................18 4.1.1 Shared Roadways .......................................................................................19 4.1.2 Paved Shoulders .........................................................................................21 4.1.3 Wide Curb Lanes .......................................................................................25 -
8. Design Guidelines
8. Design Guidelines This chapter provides design guidelines gathered from local, state and national best practices. It is intended to serve as a guide for City planners, engineers, and designers when designing and constructing bicycle facilities in the City of Columbus. This chapter includes the following sections: 8.1. Design References describes the documents used to develop the Columbus bicycle facility design guidelines. (Page 8-2) 8.1. Design Principles describes the principles that should be used in implementing the Columbus design guidelines. (Page 8-2) 8.3. Bicycle Facility Classification Descriptions provides general descriptions of shared use paths, bicycle lanes, bicycle routes, and other bicycle facilities. (Page 8-3) 8.4. Bicycle Facility Selection Criteria outlines the criteria that should be followed when selecting a bicycle facility along a roadway. (Page 8-7) 8.5. Complete Streets: Integrating Bikeways into the Roadway illustrates cross-sections for including bicycle facilities in Columbus’ standard roadway designs. (Page 8-9) 8.6. Innovative Treatments describes two innovative on-street bicycle facilities: bicycle boulevards and bicycle-bus lanes. (Page 8-13) 8.7 Bicycle Friendly Intersections provides design guidelines for accommodating bicyclists at signalized intersections, railroad crossings, and shared use path crossings. (Page 8-15) 8.7. Pavement Markings outlines pavement marking requirements for bicycle lanes, and includes innovative designs such as shared lane markings and colored bicycle lanes (Page 8-24) 8.9 Bike Facility Crossings provides design guidelines for bicycle undercrossings and overcrossings. (Page 8-26) 8.9. Signage and Wayfinding describes standard on-street signage, wayfinding and special purpose signage, and innovative signage treatments for shared use path crossings. -
High-Occupancy Vehicle Project Case Studies History and Institutional December 1990 Arrangements
TECHNICAL REPORT STANDARD TITLE PAGE 1. Report No. 3. Recipienl't CaWog No. UMTA/TX-89/1-925-3 S. Report Date High-Occupancy Vehicle Project Case Studies History and Institutional December 1990 Arrangements 1. AUl.bm(•) &. Pezforming Orpniwio11 Report No. Katherine F. Turnbull Technical Report 925-3 9. Performill& Orpniwioa Name ud Addnm 10. Wodt UAil No. Texas Transportation Institute Texas A&M University System 11. Conlract or Gnat No. College Station, Texas 77843-3135 Study No. 2·11-89/1-925 13. 1yPe of Report and Period Covered Texas Department of Transportation P.O. Box 5051 . Austin. Texas 78763 15. Supplememary Noces Research performed in cooperation with DOT, UMTA. Technical Study Title: An Assessment of Freeway High-Occupancy Vehicle Projects 16. Abstncl This report presents an analysis of the history and institutional arrangements associated with high-occupancy vehicle (HOV) projects in Houston, Texas; Minnea~lis - St. Paul, Minnesota; Orange County, California; Pittsburgh, Pennsylvania; Seattle, Washington; and Washington, D.C./Northern Virginia. The report provides a summary of the elements common to the different projects, and a detailed description of the background and institutional arrangements associated with each of the case studies. The analysis includes an examination of the reasons behind the development of the projects, the background and history of the facilities, a discussion of the relevant issues associated with the HOV projects, and roles and responsibilities of the different agencies and organizations involved in the process. The analysis was conducted to identify common elements and unique characteristics leading to the implementation and operation of the HOV facilities. -
Managed Lanes and Ramp Metering Manual
MMaannaaggeedd LLaanneess aanndd RRaammpp MMeetteerriinngg MMaannuuaall PPaarrtt 11:: IInnttrroodduuccttiioonn aanndd PPoolliicciieess PPrreeppaarreedd fffoorr::: NNeevvaaddaa DDeeppaarrttmmeenntt ooff TTrraannssppoorrttaattiioonn DDeecceemmbbeerr 22001133 Jacobs Engineering Group Inc. 319 E. Warm Springs Road, Suite 200 Las Vegas, NV 89119 TEL: 702.938.5400 FAX: 702.938.5454 Table of Contents 1.0. PURPOSE ....................................................................................................................... 1-1 1.1. Manual Overview ......................................................................................................... 1-1 2.0. BACKGROUND AND NEED .......................................................................................... 2-1 2.1. Legislative Background and Project Application .................................................. 2-2 3.0. DEFINITIONS ................................................................................................................. 3-1 3.1. Managed Lanes ........................................................................................................... 3-1 3.2. Ramp Metering ............................................................................................................. 3-2 4.0. THE PRIMARY AGENCY PARTNERS .............................................................................. 4-1 4.1. Nevada Department of Transportation (NDOT) ..................................................... 4-1 4.2. MPOs and Transit Providers ........................................................................................ -
THE SANTA MONICA FREEWAY DIAMOND LANES: EVALUATION OVERVIEW John W. Billheimer, Systan, Inc. the Santa Monica Freeway Diamond La
THE SANTA MONICA FREEWAY DIAMOND LANES: EVALUATION OVERVIEW John W. Billheimer, Systan, Inc. The Santa Monica Freeway Diamond Lanes, a pair of surveillance system, and centrally-controlled elec- concurrent-flow preferential lanes for buses and tronic displays. On March 15, 1976, the California carpools linking the City of Santa Monica, Cali- Department of Transportation (CALTRANS), acting in fornia with the Los Angeles Central Business Dis- conjunction with the California Highway Patrol (CHP) trict (CBD), opened on March 16, 1976 and operated and local bus operators, reserved the median lane in amid much controversy for 21 weeks until the U.S. each direction of a 12-mile, eight-lane segment of District Court halted the project. The Diamond the Santa Monica Freeway for the exclusive use of Lane project marked the first time preferential buses and carpools carrying three or more occupants. lanes had been created by taking busy freeway lanes The reserved lanes, known locally as the Diamond out of existing service and dedicating them to the Lanes, operated in each direction during the peak exclusive use of high-occupancy vehicles. Although hours of traffic flow. No barriers separated these the Diamond Lanes entailed no major physical mod- lanes from the remaining flow of freeway traffic. Im ifications or construction on the freeway itself, plementation of the Diamond Lanes was accompanied by they caused significant physical and emotional dis- the introduction of a variety of express bus services location among freeway drivers, public officials and the opening of three new Park-and-Ride lots in and other residents of Los Angeles, and generated Western Los Angeles. -
San Diego Regional Bicycle Plan
Technical Appendix 13 Riding to 2050: San Diego Regional Bicycle Plan Appendix Contents Riding to 2050: San Diego Regional Bicycle Plan ............................................. TA 13-2 2050 Regional Transportation Plan Riding to 2050: San Diego Regional Bicycle Plan The San Diego Regional Bicycle Plan proposes a vision for a diverse regional bicycle system of interconnected bicycle corridors, support facilities, and programs to make bicycling more practical and desirable to a broader range of people in our region. This vision is intended to guide the development of the regional bicycle system through the year 2050. Planning for a more bicycle friendly region helps to resolve multiple complex and interrelated issues, including, traffic congestion, air quality, climate change, public health, and livability. By guiding the region toward the creation of a substantial regional bicycle network, this plan can affect all of these issue areas, thereby improving existing and future quality of life in the San Diego region. The Riding to 2050: San Diego Regional Bicycle Plan is included as Technical Appendix 13. TA 13-2 Technical Appendix 13: Riding to 2050: San Diego Regional Bicycle Plan riding to 2050 san diego regional bike plan BOARD OF DIRECTORS The 18 cities and county government are SANDAG serving as the forum for regional decision-making. SANDAG builds consensus; plans, engineers, and builds public transit; makes strategic plans; obtains and allocates resources; and provides information on a broad range of topics pertinent to the region’s quality of life. CHAIR FIRST VICE CHAIR SECOND VICE CHAIR EXECUTIVE DIRECTOR Hon. Lori Holt Pfeiler Hon. Jerome Stocks Hon. Jack Dale Gary L. -
Bike Safely for Adults
Bike Safely • Important safety gear • Sharing the road • Common traffic situations Thank you to all contributors The information in this brochure was produced in collaboration with representatives from Bike to the Future, Manitoba Cycling Association, the Manitoba Government and the City of Winnipeg. We are grateful to these organizations for working with us to develop information useful to both novice and experienced cyclists, as well as to the motorists sharing the road. Note: Throughout this brochure recommendations are provided on how cyclists should position themselves on the road to be visible and predictable. These recommendations are from cycling advocacy groups who contributed to the development of this document. The Highway Traffi c Act is the legislation that governs the rights and responsibilities of cyclists when riding on the road. The Highway Traffi c Act indicates that cyclists should position themselves as close as practicable to the right side of the road. As close as practicable is not specifi cally defi ned in the Act and as such, cyclists should exercise good judgment when determining their positioning. Factors to consider include traffi c volume, road conditions, weather hazards and municipal lane restrictions. As our cycling community grows in numbers, so does the need for increased awareness of road safety. Whether you’re a cyclist or motorist, road safety is everyone’s responsibility. Together, we can all work to stay safe, have fun and build a healthier province. Table of contents Why Cycle? 2 Common traffi c situations -
Hov Marketing Manual
HOV MARKETING MANUAL ?MARKETING FOR SUCCESS” By John W. Billheimer J.B. Moore Heidi Stamm Submitted to The Federal Highway Administration By SYSTAN, Inc. 343 Second Street P.O. Box U Los Altos, CA 94023 (415) 941-3311 In Association With The Roanoke Company Pacific Rim Resources D265 April, 1994 PREFACE AND ACKNOWLEDGEMENTS This manual has been prepared by SYSTAN, Inc. for the Federal Highway Administration to provide marketing and HOV professionals with practical guidelines for improving the public awareness, understanding, acceptance and use of HOV lanes. The manual has been prepared in the Los Altos, California offices of SYSTAN, Inc. under Contract No. DTFH61-93-C-00090 with the Federal Highway Administration (FHWA). Mr. Jerry Emerson of FHWA acted as the project’s technical monitor. SYSTAN’s project manager and principal investigator was Dr. John W. Billheimer. Mr. J.B. Moore of The Roanoke Company provided public information insights and wrote major sections on Campaign Implementation, while Ms. Heidi Stamm of Pacific Rim Resources contributed her hands-on experience with HOV lane marketing and authored the subsection dealing with Constituency Building and the Case Study of Seattle’s I-5 South HOV lanes. Ms. Juliet McNally of SYSTAN helped to organize the final report, and Ms. Fran Vella of Phrasemaker Word Processing prepared all project reports, including this Manual. The manual has been prepared under the close scrutiny of the Transportation Research Board’s Committee on HOV Lanes. Committee members and friends Charles Fuhs, Ron Klusza, Heidi Stamm, Katie Turnbull, and Carole Valentine liberally contributed their time in reviewing the manual outline and each of its drafts and made many helpful suggestions as the work progressed.