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Analyses of Bus Travel Time Reliability and Transit Signal Priority at the Stop-To-Stop Segment Level
Portland State University PDXScholar Dissertations and Theses Dissertations and Theses Spring 6-2-2014 Analyses of Bus Travel Time Reliability and Transit Signal Priority at the Stop-To-Stop Segment Level Wei Feng Portland State University Follow this and additional works at: https://pdxscholar.library.pdx.edu/open_access_etds Part of the Transportation Commons Let us know how access to this document benefits ou.y Recommended Citation Feng, Wei, "Analyses of Bus Travel Time Reliability and Transit Signal Priority at the Stop-To-Stop Segment Level" (2014). Dissertations and Theses. Paper 1832. https://doi.org/10.15760/etd.1831 This Dissertation is brought to you for free and open access. It has been accepted for inclusion in Dissertations and Theses by an authorized administrator of PDXScholar. Please contact us if we can make this document more accessible: [email protected]. Analyses of Bus Travel Time Reliability and Transit Signal Priority at the Stop-To-Stop Segment Level by Wei Feng A dissertation submitted in partial fulfillment of the requirements for the degree of Doctor of Philosophy in Civil and Environmental Engineering Dissertation Committee: Miguel Figliozzi, Chair 1 Robert Bertini Christopher Monsere James Strathman Portland State University 2014 1 © 2014 Wei Feng 2 2 i ABSTRACT Transit travel time is affected by many factors including traffic signals and traffic condition. Transit agencies have implemented strategies such as transit signal priority (TSP) to reduce transit travel time and improve service reliability. However, due to the lack of empirical data, the joint impact of these factors and improvement strategies on bus travel time has not been studied at the stop-to-stop segment level. -
Comprehensive Evaluation on Transit Signal Priority System Impacts Using Field Observed Traffic Data
Final Technical Report TNW2007-06 TransNow Budget No. 61-4161 Comprehensive Evaluation on Transit Signal Priority System Impacts Using Field Observed Traffic Data by Yinhai Wang Mark Hallenbeck Jianyang Zheng Guohui Zhang Assistant Professor Director, TRAC Graduate Research Graduate Research Assistant Assistant Department of Civil and Environmental Engineering University of Washington Seattle, Washington 98195-2700 Sponsored by Transportation Northwest (TransNow) Washington State Department of University of Washington Transportation (WSDOT) 135 More Hall, Box 352700 310 Maple Park Avenue SE Seattle, Washington 98195-2700 PO Box 47300 Olympia, WA 98504-7300 in cooperation with U.S. Department of Transportation Federal Highway Administration Report prepared for: Transportation Northwest (TransNow) Department of Civil and Environmental Engineering 129 More Hall University of Washington, Box 352700 Seattle, Washington 98195-2700 June 15, 2007 Comprehensive Evaluation on Transit Signal Priority System Impacts Using Field Observed Traffic Data Page 1 TECHNICAL REPORT STANDARD TITLE PAGE 1. REPORT NO. 2. GOVERNMENT ACCESSION NO. 3. RECIPIENT’S CATALOG TNW2007-06 NO. 4. TITLE AND SUBTITLE 5. REPORT DATE Comprehensive Evaluation on Transit Signal Priority System Impacts Using Field Observed Traffic June 15, 2007 Data 6. PERFORMING ORGANIZATION CODE 7. AUTHOR(S) 8. PERFORMING ORGANIZATION REPORT Yinhai Wang, Mark Hallenbeck, Jianyang Zheng and Guohui Zhang NO. TNW2007-06 9. PERFORMING ORGANIZATION NAME AND ADDRESS 10. WORK UNIT NO. Transportation Northwest Regional Center X (TransNow) Box 352700, 129 More Hall University of Washington Seattle, WA 98195-2700 11. CONTRACT GRANT NO. DTRS99-G-0010 12. SPONSORING AGENCY NAME AND ADDRESS 13. TYPE OF REPORT AND PERIOD COVERED United States Department of Transportation Final Research Office of the Secretary of Transportation Report 400 Seventh St. -
White Paper: Urban Application of Aerial Cableway Technology
WHITE PAPER: URBAN APPLICATION OF AERIAL CABLEWAY TECHNOLOGY WSP USA | June 2018 EXECUTIVE SUMMARY WSP USA is pleased to present the following white paper that summarizes the benefits and items for consideration of aerial cableway technology; outlines the project development process; and addresses advantages, costs and challenges associated with developing aerial cableway systems in urban environments. Urban applications of aerial cableway technology have been successfully integrated into transit networks in numerous cities around the globe, including the Portland Aerial Tram (Portland, Oregon) and Roosevelt Island Tram (New York, NY). Interest in aerial cableway technology has grown considerably in the United States in recent years, and initial feasibility studies have been completed in several U.S. cities, including San Diego, CA; Washington DC; and Brooklyn, NY. WSP is evaluating aerial cableway technology as an innovative first- and last-mile connection to regional transit in urban areas. Aerial cableway technology offers multiple benefits, including: relatively lower costs compared to other transportation modes, the ability to overcome significant changes in topography and other obstacles in natural and man-made environments, the ability to bypass congested roadways and transportation corridors, the ability to move high volumes of passengers: the equivalent of one city bus every minute, a streamlined design that fits into the urban environment, the potential to integrate transit-oriented development (TOD) near stations, and the ability to provide service between residential areas and key destinations. Many of these benefits have been realized in existing systems in La Paz, Bolivia, and Medellin, Colombia. Specifically, Medellin’s Line K transports more than 40,000 passengers per day between residential areas and the city center, reducing some commute times from more than an hour to approximately 10 minutes. -
A Bus Signal Priority Model at Oversaturated Intersection Under Stochastic Demand
Hindawi Mathematical Problems in Engineering Volume 2021, Article ID 2741094, 13 pages https://doi.org/10.1155/2021/2741094 Research Article A Bus Signal Priority Model at Oversaturated Intersection under Stochastic Demand Bin-bin Hao , Bin Lv , and Qixiang Chen School of Traffic and Transportation, Lanzhou Jiaotong University, Lanzhou 730070, Gansu, China Correspondence should be addressed to Bin Lv; [email protected] Received 4 August 2020; Revised 14 January 2021; Accepted 11 May 2021; Published 30 May 2021 Academic Editor: Sitek Paweł Copyright © 2021 Bin-bin Hao et al. /is is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. /is paper focuses on the optimization of bus signal priority with the consideration of the stochastic traffic demand. Based on a situation of the variability of traffic composition, the phase clearance reliability (PCR) value of each phase and traffic composition ratio is introduced to reflect the traffic condition at intersection. /en, a bus signal priority optimization model is proposed with the purpose of the maximum of the total vehicular departure as the optimization goal. In order to obtain the optimal solution, an improved algorithm is designed by introducing the PCR value search strategy. Finally, two cases’ study is exhibited to demonstrate the reasonability of the model, theory, and algorithm. /e result shows that the model can not only clear the queue under the condition of continuous dynamic traffic flow but also reduce the vehicle queuing and passenger delay. 1. Introduction the development of intelligent public transport systems is essential to improve the level of public transport service and /e acceleration of urbanization and the increasing urban operational efficiency. -
Annual Report (PDF)
Andrew M. Cuomo Board of Directors Governor Darryl C. Towns, Chairperson Charlene M. Indelicato Fay Fryer Christian Dr. Katherine Teets Grimm President/Chief Executive Officer David Kraut Donald D. Lewis Robert L. Megna Vice President/General Counsel Roosevelt Island Operating Corporation of the State of New York Howard Polivy Steven Chironis 591 Main Street, Roosevelt Island, NY 10044 Michael Shinozaki Vice President/Chief Financial Officer T: (212) 832-4540 • F: (212) 832-4582 Margaret Smith http://rioc.ny.gov THE ROOSEVELT ISLAND OPERATING CORPORATION Public Authority Annual Report Fiscal Year Ended March 31, 2013 Background The Roosevelt Island Operating Corporation of the State of New York ("RIOC") is a public benefit corporation and a political subdivision of the State of New York. RIOC was created by the New York State legislature, in 1984, to take responsibility, pursuant to a General Development Plan (GDP), for the development and operation of the 147 acres comprising the former Welfare Island, located in New York City's East River. RIOC assumed the role of the New York State Urban Development Corporation as lessee under a 99-year Master Lease (running until 2068) from the City of New York. The GDP, which has been amended from time to time, provides for the development of housing, shops and community facilities for a mixed income, handicap accessible, residential neighborhood. As an island community, Roosevelt Island requires specialized operations and capital infrastructure maintenance such as an aerial tramway, comprehensive garbage compacting system and seawall improvements. RIOC supplements the very basic services provided by the City of New York, and provides specialized operations and capital improvements. -
Transit Performance Evaluation at Signalized Intersections of Bus Rapid Transit Corridors
Transit Performance Evaluation at Signalized Intersections of Bus Rapid Transit Corridors Robel Desta1 a, Tewodros Dubale2 and János Tóth1 1Department of Transport Technology and Economics, Faculty of Transportation Engineering and Vehicle Engineering, Budapest University of Technology and Economics, Muegyetem rkp. 3, 1111 Budapest, Hungary 2Department of Civil Engineering, Institute of Technology, Hawassa University, P.O. Box 1528, Hawassa, Ethiopia Keywords: Bus Rapid Transit, Delay, ITS, PTV VISSIM, Transit Signal Priority. Abstract: Bus Rapid Transit (BRT) is one of the mass transportation solutions consisting of infrastructures integrating dedicated bus lanes and smart operational service with different ITS technologies like Transit Signal Priority (TSP). Delay at an intersection is among the major factors for poor transit performance. This study examines the performance of buses at intersections of BRT corridors, which are privileged with Signal Priority on the dedicated lane. Simulation models were developed for the selected intersection together with the real-time calibration and validation. Statistical comparisons were conducted to test the alternative scenarios aimed at visualizing the deployment advantages. TSP options were evaluated by using PTV VISSIM with VisVAP add-on simulation tool. Alternative scenarios with and without TSP were tested to measure the performance of BRT buses along with impact assessment on the general traffic. TSP reduces travel time and control delay, improves travel speed and the results depicted a reduction in average passenger delay by 10–20%. The improvement on travel speed at an intersection of BRT vehicles were determined to be 6–8%. Prioritizing buses has diminutive impact on the general traffic, nonetheless, it is the easiest way of improving transit performance. -
Buses with H Igh Level of Service
Buses with High Level of Service Fundam ental characteristics and recom m endations for decision-making and research Results from 35 European cities Final report ± COST action TU 0603 (October 2007 ± October 2011) Edited by: Brendan Finn (ETTS Ltd), Odile H eddebaut (IFSTTA R DEST), Arno Kerkhof (UITP), François Ram baud (CERTU), O scar Sbert Lozano (C onsultant), Claude Soulas (IFSTTA R GRETTIA). The participants of this COST action, from 14 EU countries, are contributors - list page 4. COST is supported by the EU RTD Fram ew ork program m e ESF provides the COST Office through an EC contract. Forew ord This publication is supported by COST COST- the acronym for European COoperation in Science and Technology- is the oldest and widest European intergovernm ental network for cooperation in research. Established by the Ministerial Conference in N ovem ber 1971, COST is presently used by the scientific com m unities of 35 European countries to cooperate in com m on research projects supported by national funds. The funds provided by COST - less than 1% of the total value of the projects - support the COST cooperation networks (COST Actions) through which, with EUR 30 million per year, more than 30 000 European scientists are involved in research having a total value which exceeds EUR 2 billion per year. This is the financial worth of the European added value which COST achieves. A "bottom up approach" (the initiative of launching a COST Action com es from the European scientists them - selves), "à la carte participation" (only countries interested in the Action participate), "equality of access" (par- ticipation is open also to the scientific com m unities of countries not belonging to the European U nion) and "flexible structure" (easy implem entation and light m anagem ent of the research initiatives) are the main charac- teristics of COST. -
Code of Colorado Regulations 1 and Lifts, Surface Lifts and Tows - Safety Requirements
DEPARTMENT OF REGULATORY AGENCIES Passenger Tramway Safety Board PASSENGER TRAMWAYS 3 CCR 718-1 [Editor’s Notes follow the text of the rules at the end of this CCR Document.] _______________________________________________________________________________ Rule 0.1 Preamble and incorporation by reference. Section 25-5-704(1)(a) of the Colorado Revised Statutes allows the Colorado Passenger Tramway Safety Board (“Board”) to “use as general guidelines the standards contained in the 'American Standard Safety Code for Aerial Passenger Tramways', as adopted by the American Standards Association, Incorporated, as amended from time to time.” Since 1965, when this provision was enacted, the American Standards Association, Inc., has been succeeded by the American National Standards Institute, Inc. and the American Standard Safety Code updated. The relevant publications are now known as the “American National Standard for Passenger Ropeways – Aerial Tramways, Aerial Lifts, Surface Lifts, Tows and Conveyors – Safety Requirements” (“ANSI B77.1-2011”) and the “American National Standard for Funiculars – Safety Requirements” (“ANSI B77.2-2004”). The Board adopts and incorporates by reference, with certain additions, revisions, and deletions, the ANSI standards as listed below: B77.1-1960 June 8, 1960 USA standard Safety Code for Aerial Passenger Tramways B77.1a-1963 July 1, 1963 Addenda to USA standard Safety Code for Aerial Passenger Tramways B77.1b-1965 July 26, 1965 Addenda to USA standard Safety Code for Aerial Passenger Tramways B77.1-1970 March -
CHAPTER 23 Traffic Management Plan the Master Plan for Lima and Callao Metropolitan Area Urban Transportation in the Republic of Peru (Phase 1) Final Report
CHAPTER 23 Traffic Management Plan The Master Plan for Lima and Callao Metropolitan Area Urban Transportation in the Republic of Peru (Phase 1) Final Report 23. TRAFFIC MANAGEMENT PLAN 23.1. TRAFFIC SIGNAL CONTROL IMPROVEMENT PLAN This section discusses a traffic signal control improvement plan by introducing the area traffic signal control system on near-saturated conditions in specified areas, this includes the synchronized system of traffic signals on major streets, the improvement plan of the signal phasing system with a green arrow for left-turn vehicles including the improvement of the intersections, the installation of traffic signal lights at non-signalized intersections with channelization systems, and the bus priority signal control system plan on the trunk busways. 23.1.1. NECESSITY AND OBJECTIVES The necessity and objectives of the traffic signal control improvement plan are as follows: a) The improvement of signal control is one of the ways in which the maximum use of existing road facilities and the increase of road capacities can be achieved. It is a cost effective method. b) At present, during peak periods, traffic policemen manually control the signalized intersections on the major roads while the efficiency of traffic signal control can be elevated by the improvement of the traffic signal control system. c) In order to achieve a smooth traffic flow along the major roads and in the specified heavy congested area, the technical improvement of the signal control system will be necessary through the introduction of a real time control system with traffic sensors in order to respond to unstable traffic fluctuations by time periods. -
At-Grade Busway Planning Guide
At-Grade Busway Planning Guide At-Grade Busway Planning Guide L. David Shen, Hesham Elbadrawi, Fang Zhao and Diana Ospina Principal Investigators Florida International University December 1998 FIU Lehman Center for Transportation Research College of Engineering and Design Florida International University The State University of Florida at Miami Miami, FL 33199 TEL: (305) 348-3055 FAX: (305) 348-4057 TECHNICAL REPORT STANDARD TITLE PAGE 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. file:////moscow/cutr_web/CUTR/research/nuti/busway/Busway.htm[7/31/2012 2:58:00 PM] At-Grade Busway Planning Guide NUTI95FIU1.2 4. Title and Subtitle 5. Report Date At-Grade Busway Planning Guide December 1998 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. L. David Shen, Hesham Elbadrawi, Fang Zhao and Diana Ospina 9. Performing Organization Name and Address 10. Work Unit No. National Urban Transit Institute Lehman Center for Transportation Research, Florida International University 11. Contract or Grant No. University Park, Miami, FL 33199 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Office of Research and Special Programs Sept. 1997 through December 1998 U.S. Department of Transportation, Washington, D.C. 20690 14. Sponsoring Agency Code 15. Supplementary Notes Supported by a grant from the U.S. Department of Transportation, University Research Institute Program 16. Abstract At-grade busways can be a major component of strategies designed to make better use of existing transit facilities with relatively low capital expenditures. The objective of at-grade busways is to attract auto drivers or other transit users from major traffic corridors by improving comfort, economy, travel time, and quality of transit services and providing express services that collect transit riders from residential neighborhoods and parking facilities. -
TCQSM Part 8
Transit Capacity and Quality of Service Manual—2nd Edition PART 8 GLOSSARY This part of the manual presents definitions for the various transit terms discussed and referenced in the manual. Other important terms related to transit planning and operations are included so that this glossary can serve as a readily accessible and easily updated resource for transit applications beyond the evaluation of transit capacity and quality of service. As a result, this glossary includes local definitions and local terminology, even when these may be inconsistent with formal usage in the manual. Many systems have their own specific, historically derived, terminology: a motorman and guard on one system can be an operator and conductor on another. Modal definitions can be confusing. What is clearly light rail by definition may be termed streetcar, semi-metro, or rapid transit in a specific city. It is recommended that in these cases local usage should prevail. AADT — annual average daily ATP — automatic train protection. AADT—accessibility, transit traffic; see traffic, annual average ATS — automatic train supervision; daily. automatic train stop system. AAR — Association of ATU — Amalgamated Transit Union; see American Railroads; see union, transit. Aorganizations, Association of American Railroads. AVL — automatic vehicle location system. AASHTO — American Association of State AW0, AW1, AW2, AW3 — see car, weight Highway and Transportation Officials; see designations. organizations, American Association of State Highway and Transportation Officials. absolute block — see block, absolute. AAWDT — annual average weekday traffic; absolute permissive block — see block, see traffic, annual average weekday. absolute permissive. ABS — automatic block signal; see control acceleration — increase in velocity per unit system, automatic block signal. -
Portland Aerial Tram Portland, Oregon
PORTLAND AERIAL TRAM PORTLAND, OREGON Body Panel Dislocation Incident Incident Date: December 4 th , 2018 Investigation Dates: December 11 th & 12 th , 2018 Portland Tram Incident Report Project Information Project: Portland Aerial Tram Prepared for: City of Portland Richard Eisenhauer, Program Manager Bureau of Transportation 1120 S.W. 5 th Ave. Portland, OR 92704 [email protected] Reviewing Agency Jurisdiction : City of Portland Project Representative Prepared by : Ridgeline Engineering Company 1600 Washington Ave. #2 Golden, CO 80401 303.482.3186 rdgline.com Contact : Joel Deis , P.E. (303) 482-3186 Project Reference: #006.00 6 Revisions: 1. 10 January 2019 – Revised narrative in sections 4 & 5 to reflect current design methodology. Changed image in figure 10 to show new and old tether components. 2. 15 April 2019 – Updated several photos, changed narrative in multiple sections. Ridgeline Engineering Company April 2019 Portland Aerial Tram Body Panel Dislocation Incident The technical material and data contained in this document were prepared under the supervision and direction of the undersigned, whose seal, as a professional engineer licensed to practice as such, is affixed below. 04/15/2019 Expires: 12/31/19 Prepared by Joel Deis , P.E. SCOPE OF INSPECTION The word inspection in this report refers to a visual inspection of the as-built condition of the tramway at the time of our site visit. Evaluation of the existing structure requires that certain assumptions be made regarding conditions existing at the time of the described failure. Elements that could not be observed are excluded from this report. Therefore, this report reflects the findings of our inspection after the described failure and our professional analysis of that failure, but is not intended to be a definitive and certain explanation of the causes of the failure nor a guaranty that such a failure will not occur in the future.