COMPREHENSIVE SYSTEM ANALYSIS | Volume II: Service Plan City of Minot

Total Page:16

File Type:pdf, Size:1020Kb

COMPREHENSIVE SYSTEM ANALYSIS | Volume II: Service Plan City of Minot COMPREHENSIVE SYSTEM ANALYSIS | Volume II: Service Plan City of Minot City of Minot COMPREHENSIVE SYSTEM ANALYSIS Volume II: Service Plan December 2013 Nelson\Nygaard Consulting Associates Inc. | i COMPREHENSIVE SYSTEM ANALYSIS | Volume II: Service Plan City of Minot Table of Contents Page 1 Introduction ......................................................................................................................1-1 Community Outreach ............................................................................................................................. 1-2 2 Vision, Goals, and Transit Planning Principles ................................................................2-1 Vision for Transit in Minot ..................................................................................................................... 2-1 Elements of the Complete Transit System .................................................................................... 2-3 Service Allocation and Design Principles .......................................................................................... 2-7 Service Allocation Goals................................................................................................................. 2-7 Service Design Guidelines .............................................................................................................. 2-9 3 Short-Term Service Plan ...................................................................................................3-1 Route Descriptions .................................................................................................................................. 3-4 Conceptual Schedules ........................................................................................................................... 3-7 Analysis of Short-Term Service Plan .................................................................................................. 3-7 Existing Passengers Served ............................................................................................................ 3-8 Population and Employment Served .......................................................................................... 3-12 Sample Trip Analysis ..................................................................................................................... 3-12 Operating Cost Estimates ................................................................................................................... 3-15 Fleet and Capital Needs .................................................................................................................... 3-16 Operational Considerations and Other Impacts ........................................................................... 3-16 Bus Stops .......................................................................................................................................... 3-16 School Service ................................................................................................................................. 3-17 Administrative Staffing ................................................................................................................. 3-17 4 Mid-Term Service Options ................................................................................................4-1 Option 1: Extend Weekday Service by Two Hours ....................................................................... 4-1 Option 2: Saturday Service ................................................................................................................. 4-2 Option 3: Earlier Morning Weekday Service Hours ...................................................................... 4-2 Option 4: Additional Midday Frequency on Core ROutes ............................................................ 4-3 Summary of Mid-Term Service Options ............................................................................................ 4-4 5 Long-Term Service Options ..............................................................................................5-1 Long-Term Option 1: Southwest Route .............................................................................................. 5-1 Long-Term Option 2: Northwest Route .............................................................................................. 5-2 Long-Term Option 3: Sunday Service ................................................................................................ 5-3 6 Downtown Transit Center ................................................................................................6-1 Potential Transit Center Sites ............................................................................................................... 6-1 Conclusions and Next Steps ........................................................................................................... 6-4 7 Marketing and Branding COnsiderations .........................................................................7-1 Branding of the System ........................................................................................................................ 7-1 System Information ................................................................................................................................ 7-3 Printed Materials .............................................................................................................................. 7-3 Electronic Information ...................................................................................................................... 7-3 Fare Information ............................................................................................................................... 7-6 ADA Paratransit and Accessibility Information .......................................................................... 7-6 Vehicles and bus stops .......................................................................................................................... 7-6 Transit Vehicles ................................................................................................................................. 7-6 Bus Stops ............................................................................................................................................ 7-7 Transfer Center ................................................................................................................................. 7-7 Nelson\Nygaard Consulting Associates Inc. | i COMPREHENSIVE SYSTEM ANALYSIS | Volume II: Service Plan City of Minot Branding and Marketing Considerations .......................................................................................... 7-8 8 Paratransit Servcies .........................................................................................................8-1 Existing Conditions ........................................................................................................................... 8-1 ADA Plan ............................................................................................................................................ 8-2 Implementation Action Items ........................................................................................................... 8-3 9 Fare Policy and Collection ...............................................................................................9-1 Introduction .............................................................................................................................................. 9-1 Fare Policy ......................................................................................................................................... 9-1 Fare Strategy and Structure .......................................................................................................... 9-1 Payment Type ................................................................................................................................... 9-1 Fare Validation/Collection ............................................................................................................. 9-1 Existing MCT Fare Collection System ................................................................................................. 9-2 Fare Policy ......................................................................................................................................... 9-2 Fare Structure ................................................................................................................................... 9-2 Payment Type ................................................................................................................................... 9-3 Fare Validation/Collection ............................................................................................................. 9-3 Fare System Technology Considerations ........................................................................................... 9-3 Currency Acceptance and Validation Fareboxes ...................................................................... 9-3 Magnetic Stripe Cards .................................................................................................................... 9-3 Smart Cards ...................................................................................................................................... 9-4 Implementation Action Items ..........................................................................................................
Recommended publications
  • 4. Rail Capacity
    69719 Public Disclosure Authorized Public Transport Capacity Analysis Procedures for Developing Cities Public Disclosure Authorized Public Disclosure Authorized Jack Reilly and Herbert Levinson September, 2011 World Bank, Transport Research Support Program, TRS Public Disclosure Authorized With Support from UK Department for International Development 1 The authors would like to acknowledge the contributions of a number of people in the development of this manual. Particular among these were Sam Zimmerman, consultant to the World Bank and Mr. Ajay Kumar, the World Bank project manager. We also benefitted greatly from the insights of Dario Hidalgo of EMBARQ. Further, we acknowledge the work of the staff of Transmilenio, S.A. in Bogota, especially Sandra Angel and Constanza Garcia for providing operating data for some of these analyses. A number of analyses in this manual were prepared by students from Rensselaer Polytechnic Institute. These include: Case study – Bogota Ivan Sanchez Case Study – Medellin Carlos Gonzalez-Calderon Simulation modeling Felipe Aros Vera Brian Maleck Michael Kukesh Sarah Ritter Platform evacuation Kevin Watral Sample problems Caitlynn Coppinger Vertical circulation Robyn Marquis Several procedures and tables in this report were adapted from the Transit Capacity and Quality of Service Manual, published by the Transportation Research Board, Washington, DC. Public Transport Analysis Procedures for Developing Cities 2 Contents Acknowledgements ....................................................................................
    [Show full text]
  • MDTA Metromover Extensions Transfer Analysis Final Technical Memorandum 3, April 1994
    Center for Urban Transportation Research METRO-DADE TRANSIT AGENCY MDTA Metromover Extensions Transfer Analysis FINAL Technical Memorandum Number 3 Analysis of Impacts of Proposed Transfers Between Bus and Mover CUllR University of South Florida College of Engineering (Cf~-~- METRO-DADE TRANSIT AGENCY MDTA Metromover Extensions Transfer Analysis FINAL Technical Memorandum Number 3 Analysis of Impacts of Proposed Transfers Between Bus and Mover Prepared for Metro-Dade.. Transit Agency lft M E T R 0 D A D E 1 'I'··.·-.·.· ... .· ','··-,·.~ ... • R,,,.""' . ,~'.'~:; ·.... :.:~·-·· ,.,.,.,_, ,"\i :··-·· ".1 •... ,:~.: .. ::;·~·~·;;·'-_i; ·•· s· .,,.· - I ·1· Prepared by Center for Urban Transportation Research College of Engineering University of South Florida Tampa, Florida CUTR APRIL 1994 TECHNICAL MEMORANDUM NUMBER 3 Analysis of Impacts of Proposed Transfers between Bus and Mover Technical Memorandum Number 3 analyzes the impacts of the proposed transfers between Metrobus and the new legs of the Metromover scheduled to begin operation in late May 1994. Impacts on passengers walk distance from mover stations versus current bus stops, and station capacity will also be examined. STATION CAPACITY The following sections briefly describe the bus terminal/transfer locations for the Omni and Brickell Metromover Stations. Bus to mover transfers and bus route service levels are presented for each of the two Metromover stations. Figure 1 presents the Traffic Analysis Zones (TAZ) in the CBD, as well as a graphical representation of the Metromover alignment. Omni Station The Omni bus terminal adjacent to the Omni Metromover Station is scheduled to open along with the opening of the Metromover extensions in late May 1994. The Omni bus terminal/Metromover Station is bounded by Biscayne Boulevard, 14th Terrace, Bayshore Drive, and NE 15th Street.
    [Show full text]
  • Transit Capacity and Quality of Service Manual (Part B)
    7UDQVLW&DSDFLW\DQG4XDOLW\RI6HUYLFH0DQXDO PART 2 BUS TRANSIT CAPACITY CONTENTS 1. BUS CAPACITY BASICS ....................................................................................... 2-1 Overview..................................................................................................................... 2-1 Definitions............................................................................................................... 2-1 Types of Bus Facilities and Service ............................................................................ 2-3 Factors Influencing Bus Capacity ............................................................................... 2-5 Vehicle Capacity..................................................................................................... 2-5 Person Capacity..................................................................................................... 2-13 Fundamental Capacity Calculations .......................................................................... 2-15 Vehicle Capacity................................................................................................... 2-15 Person Capacity..................................................................................................... 2-22 Planning Applications ............................................................................................... 2-23 2. OPERATING ISSUES............................................................................................ 2-25 Introduction..............................................................................................................
    [Show full text]
  • Load Quantification of the Wheel–Rail Interface of Rail Vehicles for The
    Original Article Proc IMechE Part F: J Rail and Rapid Transit 0(0) 1–10 Load quantification of the wheel–rail ! IMechE 2016 Reprints and permissions: interface of rail vehicles for the sagepub.co.uk/journalsPermissions.nav DOI: 10.1177/0954409716684266 infrastructure of light rail, heavy rail, journals.sagepub.com/home/pif and commuter rail transit Xiao Lin, J Riley Edwards, Marcus S Dersch, Thomas A Roadcap and Conrad Ruppert Jr Abstract The type and magnitude of loads that pass through the track superstructure have a great impact on both the design and the performance of the concrete crossties and fastening systems. To date, the majority of North American research that focus on quantifying the rail infrastructure loading conditions has been conducted on heavy-haul freight railroads. However, the results and recommendations of these studies may not be applicable to the rail transit industry due to a variety of factors. Unlike the freight railroads, which have standardized maximum gross rail loads and superstructure design practices for vehicles, the rail transit industry is home to a significant variety of vehicle and infrastructure designs. Some of the current transit infrastructure design practices, which were established decades ago, need to be updated with respect to the current loading environment, infrastructure types, and understanding of the component and system-level behavior. This study focuses on quantifying the current load environment for light rail, heavy rail, and commuter rail transit infrastructure in the United States. As an initial phase of this study, researchers at the University of Illinois at Urbana-Champaign (UIUC) have conducted a literature review of different metrics, which is used to evaluate the static, dynamic, impact, and rail seat loads for the rail transit infrastructure.
    [Show full text]
  • Contents December 2020 Highlights
    29 January 2021 Contents • December 2020 traffic highlights • Operating statistics table • Recent media releases December 2020 highlights Group traffic summary DECEMBER FINANCIAL YTD 2020 2019 % * 2021 2020 % *+ Passengers carried (000) 881 1,824 (51.7%) 4,003 9,040 (55.7%) Revenue Passenger Kilometres(m) 573 4,190 (86.3%) 2,678 20,021 (86.6%) Available Seat Kilometres (m) 913 4,922 (81.5%) 4,991 23,741 (79.0%) Passenger Load Factor (%) 62.8% 85.1% (22.3 pts) 53.7% 84.3% (30.6 pts) % change in reported RASK % change in underlying RASK Year-to-date RASK1 (incl. FX) (excl. FX) Group 30.7% 30.5% Short Haul 25.5% 25.3% Long Haul (27.2%) (27.6%) Please note that the available seat kilometre (capacity) numbers included in the tables within this disclosure do not include any cargo-only flights. This is because these capacity numbers are used to calculate passenger load factors and passenger RASK * % change is based on numbers prior to rounding. 1 Reported RASK (unit passenger revenue per available seat kilometre) is inclusive of foreign currency impact, and underlying RASK excludes foreign currency impact. 1 Operating statistics table Group DECEMBER FINANCIAL YTD 2020 2019 % * 2021 2020 % * Passengers carried (000) 881 1,824 (51.7%) 4,003 9,040 (55.7%) Revenue Passenger Kilometres(m) 573 4,190 (86.3%) 2,678 20,021 (86.6%) Available Seat Kilometres (m) 913 4,922 (81.5%) 4,991 23,741 (79.0%) Passenger Load Factor (%) 62.8% 85.1% (22.3 pts) 53.7% 84.3% (30.6 pts) Short Haul Total DECEMBER FINANCIAL YTD 2020 2019 % * 2021 2020 % * Passengers carried
    [Show full text]
  • M-7 Long Island Railroad .Montreal EMU .Gallery Car Electric Multiple Unit -M- ~ New York, Usj
    APPENDIX 6 . M-7 Long Island Railroad .Montreal EMU .Gallery Car Electric Multiple Unit -M- ~ New York, Usj Under joint agreement to the Metropolitan Transportation Authority / Long Island Rail Road (LIRR) and the Metro-North Railroad (MNR), Bombardier Transportation is providing Electric Multiple Unit (EMU) M- 7 commuter cars to LIRR to begin replacement of its Metropolitan M-I commuter car fleet. Chartered in 1834, the Long The units are equipped with The interior of the LIRR' Island Rail Road is the largest Bombardier's renowned stainless "Car of the Future" was designel Commuter Rail system in North steel carbodies for long life and with the input of the passenger America. low maintenance, and asynchro- and employees and includes a] nous AC motors featuring state- ADA compliant toilet, cellula Bombardier's new Electric of-the-art IGBT {isolated gate bipo- telephone and wide, single-lea Multiple Units, its first railcar lar transistors) inverters. Use of sliding doors for ease of entry an contract for the LIRR, will service outboard-bearing bolsterless fab- exit. the Long Island commuter lines, ricated bogies offers considerable constituting 80% of the system. weight savings over cast bogies. ~ BOMBARDIER BOMBARD" TRANSPORTATION 'V Electric Multiple Unit -M- 7 POWERCAR WITH TOILET ---10' 6' B END FEND I 3,200 mi , -: -" 0 C==- ~=0 :- CJCJ ~~[] CJCJCJCJCJCJ [] I D b 01 " ~) -1::1 1211-1/2 t~J ~~W ~~IL...I ~w -A'-'1~~~- I ~~ 309~mmt ~ 1 I~ 11 m 2205~16~m-! 591..1.6" mm --I I 1- -- 59°6" ° 4°8-1/2. , ~ 16,~:,60~m ~-- -;cl 10435mm ~ .-1
    [Show full text]
  • Amtrak: Overview
    Amtrak: Overview David Randall Peterman Analyst in Transportation Policy September 28, 2017 Congressional Research Service 7-5700 www.crs.gov R44973 Amtrak: Overview Summary Amtrak is the nation’s primary provider of intercity passenger rail service. It was created by Congress in 1970 to preserve some level of intercity passenger rail service while enabling private rail companies to exit the money-losing passenger rail business. It is a quasi-governmental entity, a corporation whose stock is almost entirely owned by the federal government. It runs a deficit each year, and relies on congressional appropriations to continue operations. Amtrak was last authorized in the Passenger Rail Reform and Investment Act of 2015 (Title XI of the Fixing America’s Surface Transportation (FAST Act; P.L. 114-94). That authorization expires at the end of FY2020. Amtrak’s annual appropriations do not rely on separate authorization legislation, but authorization legislation does allow Congress to set multiyear Amtrak funding goals and federal intercity passenger rail policies. Since Amtrak’s inception, Congress has been divided on the question of whether it should even exist. Amtrak is regularly criticized for failing to cover its costs. The need for federal financial support is often cited as evidence that passenger rail service is not financially viable, or that Amtrak should yield to private companies that would find ways to provide rail service profitably. Yet it is not clear that a private company could perform the same range of activities better than Amtrak does. Indeed, Amtrak was created because private-sector railroad companies in the United States lost money for decades operating intercity passenger rail service and wished to be relieved of the obligation to do so.
    [Show full text]
  • File 4 P. 48 • My Super Dense Crush Load Commute Every Morning I
    File 4 p. 48 • My Super Dense Crush Load Commute Every morning I start the day by squeezing into a train that is ‘super dense crush loaded’. These local trains carry more than twice the number of passengers than their capacity, which means I am crushed and sandwiched between at least eight other women from all sides1, hugging me from head to toe. […] There were times during my college days when I was almost hanging on the footboard2 of my train, trying to get myself inside the heavily loaded compartment. I would scream to the highest of my voice asking the women ahead to keep moving in to allow me and other women hanging outside to get inside the compartment. We don’t have any concept of doors closing before the train starts moving away from the station. This is what is really shocking about the world’s busiest railway lines here. […] Another amazing aspect of travelling on the local trains is that people have to board trains even before they halt at the station. I usually time my jump, leap inside the compartment holding the door handles, or even another commuter’s arm, then grab a seat before anyone else. Once this is done it is a feeling of great accomplishment! Kinjal Pandya-Wagh, bbc.co.uk, August 2016 1. Mumbai’s suburban trains have ladies’ carriages. 2. marchepied File 4 p. 49 • Chai Chai India can have no better symbol for national integration than the railways. The railway reservation form doesn’t ask you anything beyond your name, age, gender and address.
    [Show full text]
  • Stochastic Analysis of Transit Route Segments' Passenger Load
    View metadata, citation and similar papers at core.ac.uk brought to you by CORE provided by Queensland University of Technology ePrints Archive Stochastic Analysis of Transit Route Segments’ Passenger Load Variation for Capacity & Quality of Service Assessment Introduction • This study uses weekday Automatic Fare Collection (AFC) data on a premium bus line in Brisbane, Australia • Stochastic analysis is compared to peak hour factor (PHF) analysis for insight into passenger loading variability • Hourly design load factor (e.g. 88th percentile) is found to be a useful method of modeling a segment’s passenger demand time-history across a study weekday, for capacity and QoS assessment • Hourly coefficient of variation of load factor is found to be a useful QoS and operational assessment measure, particularly through its relationship with hourly average load factor, and with design load factor • An assessment table based on hourly coefficient of variation of load factor is developed from the case study Measure Inbound Span 18h Early frequency 15 a.m. peak frequency 10 Off-peak frequency 15 p.m. peak frequency 15 Evening frequency 15 Inbound Segments’ Passenger Load Factors’ Profiles Quantile – Quantile Tests for Normality of Segments’ Hourly Load Factor Distributions • Strong morning peak due to CBD work trips • Small sample sizes due to limited frequencies • Crush load conditions (MSL > 1) on 07:25 makes other normality testing difficult service across inner segments MSD – SCH – • Line of equality comparison for morning peak COM - INT hour
    [Show full text]
  • MADISON BUS SIZE STUDY Draft Final Report
    MADISON BUS SIZE STUDY Draft Final Report January 2014 IN ASSOCIATION WITH: EDWARDS ENGINEERING CONSULTANTS, LLC BAY RIDGE CONSULTING MADISON BUS SIZE STUDY | DRAFT FINAL REPORT City of Madison/Metro Transit Table of Contents Page 1 Executive Summary ................................................................................ Error! Bookmark not defined. Purpose of Study .......................................................................................................................................................1-1 Bus Fleet Make-up Considerations and Options ................................................................................................1-1 Unique Characteristics of Madison ........................................................................................................................1-4 How the Study Was Conducted .............................................................................................................................1-6 2 Project overview........................................................................................................................... 2-1 3 Bus Loading Analysis ................................................................................................................... 3-1 Data Collection and Analysis ..................................................................................................................................3-1 Preliminary Results ....................................................................................................................................................3-9
    [Show full text]
  • General Atomics Low Speed Maglev Technology Development Program (Supplemental #3)
    FTA-CA-26-7025.2005 General Atomics Low Speed Maglev Technology Development Program (Supplemental #3) U.S. Department of Transportation Federal Transit May 2005 Administration Final Report OFFICE OF RESEARCH, DEMONSTRATION, AND INNOVATION NOTICE This document is disseminated under the sponsorship of the U.S. Department of Transportation in the interest of information exchange. The United States Government assumes no liability for its contents or use thereof. The United States Government does not endorse products of manufacturers. Trade or manufacturers’ names appear herein solely because they are considered essential to the objective of this report. Low Speed Maglev Technology Development Program Final Report May 2005 Prepared by: General Atomics 3550 General Atomics Court San Diego, CA 92121 Prepared for: Federal Transit Administration 400 7th Street, SW Washington, DC 20590 Report Number: FTA-CA-26-7025.2005 GA-A24920 This page intentionally left blank REPORT DOCUMENTATION PAGE Form Approved OMB No. 0704-0188 Public reporting burden for this collection of information is estimated to average 1 hour per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to Washington Headquarters Services, Directorate for Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302, and to the Office of Management and Budget, Paperwork Reduction Project (0704-0188), Washington, DC 20503. 1. AGENCY USE ONLY (Leave blank) 2. REPORT DATE 3. REPORT TYPE AND DATES COVERED Mat 2005 Final Report Sept 2003 – Dec 2004 4.
    [Show full text]
  • Analysis of Bus Passenger Comfort Perception Based on Passenger Load Factor and In‑Vehicle Time
    Shen et al. SpringerPlus (2016) 5:62 DOI 10.1186/s40064-016-1694-7 RESEARCH Open Access Analysis of bus passenger comfort perception based on passenger load factor and in‑vehicle time Xianghao Shen*, Shumin Feng, Zhenning Li and Baoyu Hu *Correspondence: [email protected] Abstract School of Transportation Although bus comfort is a crucial indicator of service quality, existing studies tend to Science and Engineering, Harbin Institute focus on passenger load and ignore in-vehicle time, which can also affect passengers’ of Technology, No. comfort perception. Therefore, by conducting surveys, this study examines passengers’ 73 Huanghe Road, comfort perception while accounting for both factors. Then, using the survey data, Harbin 150090, Heilongjiang, People’s Republic of China it performs a two-way analysis of variance and shows that both in-vehicle time and passenger load significantly affect passenger comfort. Then, a bus comfort model is proposed to evaluate comfort level, followed by a sensitivity analysis. The method introduced in this study has theoretical implications for bus operators attempting to improve bus service quality. Keywords: Public transport, Comfort perception, Passenger load factor, In-vehicle time Background Passenger comfort is an important index that can be used to measure the quality of pub- lic transport services and a crucial factor in residents’ choice of traffic mode (Dell’Olio et al. 2011; Eboli and Mazzula 2011). For example, the quality of life in China has been increasing over the years, which in turn has led to the demand for higher levels of trip comfort. Presently, traffic congestion has become ubiquitous in China’s metropolitan areas.
    [Show full text]