Temporal Transferability Assessments of Vehicle Ownership Models And

Total Page:16

File Type:pdf, Size:1020Kb

Temporal Transferability Assessments of Vehicle Ownership Models And Temporal Transferability Assessments of Vehicle Ownership Models and Trip Generation Models for Boston Metropolitan Area by Yafei Han B.E., Urban Planning and B.A., Economics, Peking University, 2011 Submitted to the Department of Civil and Environmental Engineering and the Department of Urban Studies and Planning in partial fulfillment of the requirements for the degrees of Master of Science in Transportation and Master in City Planning at the Massachusetts Institute of Technology June 2015 © 2015 Massachusetts Institute of Technology. All rights reserved Author: ............................................................................................................................................... Department of Civil and Environmental Engineering Department of Urban Studies and Planning May 21, 2015 Certified by......................................................................................................................................... P. Christopher Zegras Associate Professor, Department of Urban Studies and Planning Thesis Supervisor Certified by......................................................................................................................................... Mikel Murga Research Associate, Department of Civil and Environmental Engineering Thesis Supervisor Accepted by ....................................................................................................................................... Dennis Frenchman Professor, Chair MCP Committee, Department of Urban Studies and Planning Accepted by ...................................................................................................................................... Heidi Nepf Donald and Martha Harleman Professor of Civil and Environmental Engineering Chair, Graduate Program Committee Temporal Transferability Assessments of Vehicle Ownership Models and Trip Generation Models for Boston Metropolitan Area by Yafei Han Submitted to the Department of Civil and Environmental Engineering and the Department of Urban Studies and Planning on May 21, 2015 in partial fulfillment of the requirements of the degrees of Master of Science in Transportation and Master in City Planning at the Massachusetts Institute of Technology Abstract In the last few decades, travel demand models have undergone tremendous development and, today, are routinely used to support planning and policy decisions. But uncertainty in forecasting with such models is often overlooked, and its impact on forecast accuracy is rarely evaluated. My thesis attempts to understand behavior uncertainty and model uncertainty in travel demand modeling. In particular, I assess the temporal transferability of vehicle ownership models and trip generation models for the Boston metropolitan area from 1990 to 2010. Through statistical tests, I find significantly changed preferences in household vehicle ownership choice and trip production. For vehicle ownership choice, the effects of most socio-economic and demographic factors, and regional location factor have evolved; while the effects of local built environment factors and transit access are stable. Trip rates have changed over time, with decreased home-based work, home-based shopping, home-based bank and personal business, home-based social, home-based eating and non-home-based work trips; and increased home-based recreational and home-based work-related trips. 2 The prediction tests suggest that failing to consider preference changes causes significant bias in forecasts. The transferred vehicle ownership model of 1991 under-predicts 0- vehicle households by 42.5%, and over-predicts 2-vehicle households by 14.8% in 2010. The transferred trip rates from 1991 overestimate total trips in 2010 by 7% to 9%. Home- based work-related, home-based pick-up and drop-off, and home-based recreational trips are significantly under-predicted by 34%, 12% and 27%, respectively; while home-based work, home-based shopping, home-based social, and non-home-based work trips are significantly over-predicted by 9%, 20%, 31%, and 69%, respectively. Different model specifications have shown a modest range of variability in prediction outcomes, suggesting model specification uncertainty has less influence than behavior uncertainty on forecasts. In vehicle ownership modeling, children, seniors, and local built environment variables improve the prediction accuracy for 0-vehicle group. But all model specifications cannot distinguish well between 0- and 1-vehicle households, and between 2- and 3-vehicle households. Household characterization affects the prediction accuracy for certain trip purposes. Including more detailed household information may lead to worse forecasts because of large sampling variance. Future work is suggested to incorporate behavior uncertainty in forecasts, explore uncertainty in model structure, and evaluate the practical implications of the lack of model transferability. Thesis Supervisor: P. Christopher Zegras Title: Associate Professor of Urban Studies and Planning Thesis Supervisor: Mikel Murga Title: Lecturer and Research Associate, Civil and Environmental Engineering 3 Acknowledgements This work and my time at MIT would not have been such a valuable experience without the guidance, support, wisdom and love of many people. My thesis would have been impossible without the guidance and insights of my advisors. My academic and thesis advisor Chris Zegras opened up this fascinating research field of uncertainty to me two years ago. He inspired me with many interesting questions, and provided countless insights and detailed instructions. He offered critical advice for my education at MIT, and provided abundant resources and connections with other researchers and institutions, all of which have nourished this thesis. I greatly appreciate and admire his generosity, thoughtfulness and patience in his mentorship. Mikel Murga enthusiastically shared his expertise and rich experiences in transport modeling. His excellent teaching of four-step modeling not only equipped me with the modeling techniques, but also led me to think through the model assumptions and sources of uncertainty. He generously offered the Cube four-step model he created for Boston metropolitan area, which was of great use in this thesis. His emphasis on empirical realism also helped shape this thesis. I give thanks to Prof. Ben-Akiva for his teaching of demand modeling, and his advice on preference stability test in my thesis. I am thankful to Fred Salvucci, John Salvucci, and Jinhua Zhao for their constructive feedbacks to my presentation in Transit Lab. I am very grateful to the Masdar Institute for funding this research. Thanks to Caliper and Citilabs for offering me academic license for using their software. I am very thankful to my research teammate Michael Dowd for his countless help with software issues (e.g. Cube, TransCAD, python etc.). He has always been available and selflessly sharing his time and energy. I greatly respect his generosity and responsibility. I am also thankful to Victor Rocco, Pablo Posada Marino, Shenhao Wang and Menghan Li for their advice and help with this thesis. I am very grateful to the family of God in Boston. Especially I thank my current leader Irene unni, and former leaders – Jeansue unni and Insue unni for their love, guidance and 4 prayers. I thank my fellow sisters at Harvard-MIT bible study group and in sisters’ house, for their presence in my life, and all the time we spent together. I thank them for sharing my burdens, cooking and giving rides to me during my difficult times. I am deeply indebted to my parents for supporting me to come to Boston. Without their endless love poured out for me, I could not have gone so far. Finally, I praise and thank God for His presence in my life, and for His truth and grace. 5 Contents Chapter 1 Introduction ...................................................................................... 9 Chapter 2 Literature review ............................................................................ 11 2.1 Travel demand forecast inaccuracy ................................................................... 11 2.2 Sources of uncertainty ...................................................................................... 16 2.2.1 Exogenous input uncertainty ....................................................................... 16 2.2.2 Behavior uncertainty ................................................................................... 19 2.2.3 Model uncertainty ....................................................................................... 19 2.3 Uncertainty analysis approaches ....................................................................... 20 2.3.1 Uncertainty propagation .............................................................................. 20 2.3.2 Model transferability assessment ................................................................ 25 2.4 Empirical findings: temporal transferability of vehicle ownership models and trip generation models ..................................................................................................... 30 2.4.1 Temporal transferability of vehicle ownership model ................................... 30 2.4.2 Temporal transferability of trip generation model ........................................ 32 2.5 Summary .......................................................................................................... 35 Chapter 3 Methods .........................................................................................
Recommended publications
  • Adjusting ITE's Trip Generation Handbook for Urban Context
    THE JOURNAL OF TRANSPORT AND LAND USE http://jtlu.org . 8 . 1 [2015] pp. 5– 29 Adjusting ITE’s Trip Generation Handbook for urban context Kelly J. Cliftona Kristina M. Curransb Portland State University Portland State University Christopher D. Muhsc Portland State University Abstract: This study examines the ways in which urban context affects vehicle trip generation rates across three land uses. An intercept travel survey was administered at 78 establishments (high-turnover restaurants, convenience markets, and drinking places) in the Portland, Oregon, region during 2011. This approach was developed to adjust the Institute of Transportation Engineers (ITE) Trip Generation Handbook vehicle trip rates based on built environment characteristics where the establishments were located. A number of policy-relevant built environment measures were used to estimate a set of nine models predicting an adjustment to ITE trip rates. Each model was estimated as a single measure: activity density, num- ber of transit corridors, number of high-frequency bus lines, employment density, lot coverage, length of bicycle facilities, presence of rail transit, retail and service employment index, and intersection density. All of these models perform similarly (Adj. R2 0.76-0.77) in estimating trip rate adjustments. Data from 34 additional sites were collected to verify the adjustments. For convenience markets and drinking places, the adjustment models were an improvement to the ITE’s handbook method, while adjustments for restaurants tended to perform similarly to those from ITE’s estimation. The approach here is useful in guiding plans and policies for a short-term improvement to the ITE’s Trip Generation Handbook.
    [Show full text]
  • White Paper Series Bicycle and Pedestrian Forecasting Tools: State
    White Paper Series Bicycle and Pedestrian Forecasting Tools: State of the Practice April 2015 Alisar Aoun, Julie Bjornstad, Brooke DuBose, Meghan Mitman, and Mollie Pelon, Fehr & Peers For: Federal Highway Administration DTFHGI-11-H-00024 www.pedbikeinfo.org This material is based upon work supported by the Federal Highway Administration under Cooperative Agreement No. DTFH610110H-00024. Any opinions, findings, and conclusions or recommendations expressed in this publication are those of the Author(s) and do not necessarily reflect the view of the Federal Highway Administration. Introduction Transportation forecasting models predict levels of activity, and help inform decisions on issues such as future facility use and the prioritization of projects. Travel and demand forecasting methods have long been used to estimate the number of vehicles traveling on a specific street or network and to estimate ridership for mass transit. Many jurisdictions and metropolitan planning organizations use forecasting methods to determine the potential impact of new development, changes to roadway capacity, or projected ridership for new transit. However, these methods have traditionally excluded pedestrian and bicycle activity. For communities seeking to support walking and bicycling activity, quantifying the use and potential demand of facilities that support active transportation is increasingly important. To meet this need, bicycle and pedestrian forecasting models are being developed and integrated into planning projects focusing on facilitating mobility, managing resources, and improving health and safety. These emerging forecasting approaches vary widely in the amount of data and level of effort required. The type, specificity, and reliability of data also vary between different forecasting approaches. For example, data used in forecasting models can range from readily available U.S.
    [Show full text]
  • Guidebook on the Methods to Estimate Non
    Guidebook on Methods to Estimate Non- Motorized Travel: Overview of Methods PUBLICATION NO. FHWA-RD-98-165 JULY 1999 U.S. Department of Transportation Federal Highway Administration Research, Development, and Technology Turner-Fairbank Highway Research Center 6300 Georgetown Pike McLean, VA 22101-2296 U.S. Dept. of Transportation's Federal Highway Administration - Research, Development, & Technology Guidebook on Methods to Estimate Non-Motorized Travel: Overview of Methods (July 1999) Table of Contents Title Page Foreword Technical Documentation Page 1.0 Introduction 1.1 Purpose of Guidebook 1.2 The Importance of Forecasting Demand 1.3 How to Use This Guidebook 2.0 Introduction to Non-Motorized Travel Forecasting 2.1 Dimensions of Travel Behavior 2.2 Perspectives on Modeling Travel Behavior 2.3 The Four-Step Urban Transportation Planning Process 2.4 Factors Specifically Influencing Bicycling and Walking 2.5 Differences in Forecasting Bicycle vs. Pedestrian Travel 3.0 Guide to Available Methods 3.1 Overview of Methods Demand Estimation Comparison Studies Aggregate Behavior Studies Sketch Plan Methods Discrete Choice Models Regional Travel Models Relative Demand Potential Market Analysis Facility Demand Potential Supply Quality Analysis Bicycle and Pedestrian Compatibility Measures Environment Factors Supporting Tools and Techniques Geographic Information Systems Preference Surveys 3.2 Key Characteristics and Uses of Each Method 4.0 Conclusions and Future Needs 4.1 Conclusions 4.2 Future Needs Development of a Manual for Bicycle and Pedestrian
    [Show full text]
  • Traffic Impact Analysis (TIA) Guidelines
    2021 TRAFFIC IMPACT ANALYSIS GUIDELINES LAST UPDATED: JANUARY 2021 BUREAU OF TRAFFIC OPERATIONS TABLE OF CONTENTS TABLE OF CONTENTS PREFACE ........................................................................................................................................................... A-1 IMPORTANT NOTICE ........................................................................................................................................ B-1 TRAFFIC IMPACT ANALYSIS OUTLINE ............................................................................................................... C-1 LIST OF REQUIRED EXHIBITS ............................................................................................................................ D-1 APPENDICES ..................................................................................................................................................... E-1 CHAPTER 1 INTRODUCTION & EXECUTIVE SUMMARY .................................................................................. 1-1 CHAPTER 2 PROPOSED DEVELOPMENT ......................................................................................................... 2-1 CHAPTER 3 ANALYSIS OF EXISTING CONDITIONS .......................................................................................... 3-1 CHAPTER 4 PROJECTED TRAFFIC .................................................................................................................... 4-1 CHAPTER 5 TRAFFIC AND IMPROVEMENT ANALYSIS ....................................................................................
    [Show full text]
  • Trip Generation Data Collection in Urban Areas
    Research, Development & Technology Transfer Program Trip Generation Data Collection in Urban Areas Final Report September 2014 Disclaimer This research was performed in cooperation with the District Department of Transportation (DDOT) and the Federal Highway Administration (FHWA). The contents of this report reflect the views of the authors, who are responsible for the facts and the accuracy of the data presented herein. The contents do not necessarily reflect the official view or policies of the FHWA or DDOT. This report does not constitute a standard, specification, or regulation. Research, Development & Technology Transfer Program Trip Generation Data Collection in Urban Areas Rachel Weinberger, Karina Ricks, Jason Schrieber, Liza Cohen Nelson\Nygaard September 2014 Research Project Final Report 2014-01 Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. DDOT-RDT-14-01 4. Title and Subtitle 5. Report Date Trip Generation Data Collection in Urban Areas September 2014 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Rachel Weinberger, Karina Ricks, Jason Schrieber, Liza Cohen 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Nelson\Nygaard Consulting Associates 1400 I Street, NW 11. Contract or Grant No. Washington, DC 20005 DCKA-2010-T-0066 Symmetra Design, LLC 727 15th Street NW, Suite 1000 Washington, DC 20005 12. Sponsoring Organization Name and Address 13. Type of Report and Period Covered District Department of Transportation April 2013 – July 2014 Research, Development, & Technology Transfer Program 14. Sponsoring Agency Code 55 M Street, SE, 5th Floor Washington, DC 20003 15. Supplementary Notes 16. Abstract There is currently limited data on urban, multimodal trip generation at the individual site level.
    [Show full text]
  • Development and Calibration of the Statewide Land Use-Transport Model
    Draft for Review Development and Calibration of the Statewide Land Use-Transport Model Transportation and Land Use Model Integration Program Phase II, Task 2.3 Prepared for Transportation Development Branch Oregon Department of Transportation 555 13th Street, NE Salem, Oregon 97310 By Parsons Brinckerhoff Quade & Douglas, Inc. 5801 Osuna Road, NE, Suite 200 Albuquerque, New Mexico 87109 And Urban Analytics, Inc. ECONorthwest KJS Associates, Inc. 12 February 1999 (Third Revision) Draft for Review Table of Contents 1. Introduction..............................................................................................................................1 2. Design of the Statewide Application...................................................................................... 2 2.1 Model Schematic.............................................................................................................. 2 2.2 Activity Model.................................................................................................................. 4 2.3 Land Use-Transport Interface......................................................................................... 11 2.4 Transport Model ............................................................................................................. 14 3. Data Base Development........................................................................................................ 18 3.1 Data Sources..................................................................................................................
    [Show full text]
  • The Oregon Modeling Improvement Program: an Overview
    The Oregon Modeling Improvement Program: An Overview prepared by Oregon Department of Transportation Transportation Planning Analysis Unit MW Consulting PB Consult, Inc. June 2002 The Oregon Modeling Improvement Program: An Overview Prepared by: Oregon Department of Transportation - Transportation Planning Analysis Unit MW Consulting PB Consult, Inc. Copyright @2002 by the Oregon Department of Transportation. Permission is given to quote and reproduce parts of this document if credit is given to the source. This project was funded in part by the Federal Highway Administration, U.S. Department of Transportation. The contents of this report reflect the views of the Oregon Department of Transportation, Transportation Analysis Unit, which is responsible for the facts and accuracy of the data presented herein. The contents do not necessarily reflect the official views or policies of the Federal Highway Administration. This report does not constitute a standard, specification or regulation. For copies or more information about this report contact: William J. Upton Transportation Modeling Program Manager Oregon Department of Transportation 555 13th Street N.E., Suite 2 Salem, Oregon 97301-4178 Telephone: (503) 986-4106 Fax: (503) 986-4174 E-mail: [email protected] The Oregon Modeling Improvement Program: An Overview prepared by Oregon Department of Transportation Transportation Planning Analysis Unit MW Consulting PB Consult, Inc. June 2002 The Oregon Modeling Improvement Program June 2002 Table of Contents Table of Contents..............................................................................................................................i
    [Show full text]
  • Trip Generation Rates and Land Use - Transport Planning in Urban Environment
    Transactions on the Built Environment vol 52, © 2001 WIT Press, www.witpress.com, ISSN 1743-3509 Trip generation rates and land use - transport planning in urban environment M. ~itsiava-~atino~oulou',G. ~sohos~ & S. ~asbas~ '.*~ristotleUniversity of Thessaloniki, School of Technology Faculty of Civil Engineering, Greece 3 Aristotle University of Thessaloniki, School of Technology Faculty of Rural & Surveying Engineering, Greece Abstract In order to assess the land use policy implications, trip generation rates is essential knowledge for both planners and engineers working in the field of town planning and transportation. Within the framework of this paper trip generation rates are presented for the Thessaloniki Metropolitan Area (T.M.A). The structure of the land use system in T.M.A evidently produces many problems in the transportation system. The results of research activities of the Laboratory of Transportation Engineering of A.U.Th concerning the trip generation rates regarding different land uses (education, administration, banks, cultural, hotels industry, hospitals) in T.M.A are presented and discussed. These results are in the fornl of mathematical equations that have been derived with regression analysis and take into account data resulting from properly designed questionnaire surveys. 1 Introduction The land use changes in urban and interurban areas affect, in most of the cases, the demand for trips. At a second stage, the new trips affect the transportation system and lead to the redesign of the transport infrastructure in order to satisfy the new demand. The improvement of the transport infrastructure positively affects the economic development of an area and thus, new land uses are attracted, which in turn increase the demand for new trips.
    [Show full text]
  • Affordable Housing Trip Generation Strategies and Rates 6
    STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION ADA Notice TECHNICAL REPORT DOCUMENTATION PAGE For individuals with sensory disabilities, this document is available in alternate TR0003 (REV 10/98) formats. For information call (916) 654-6410 or TDD (916) 654-3880 or write Records and Forms Management, 1120 N Street, MS-89, Sacramento, CA 95814. 1. REPORT NUMBER 2. GOVERNMENT ASSOCIATION NUMBER 3. RECIPIENT'S CATALOG NUMBER CA18-2465 NA NA 4. TITLE AND SUBTITLE 5. REPORT DATE September 13, 2018 Affordable Housing Trip Generation Strategies and Rates 6. PERFORMING ORGANIZATION CODE NA 7. AUTHOR 8. PERFORMING ORGANIZATION REPORT NO. Dr. Kelly J. Clifton (PI); Dr. Kristina M. Currans; Dr. Robert Schneider; Dr. Susan Handy NA 9. PERFORMING ORGANIZATION NAME AND ADDRESS 10. WORK UNIT NUMBER Maseeh College of Engineering & Computer Science Portland State University NA 1930 SW 5th Ave #500 11. CONTRACT OR GRANT NUMBER Portland, OR 97201 65A0564, Task Order 2465 12. SPONSORING AGENCY AND ADDRESS 13. TYPE OF REPORT AND PERIOD COVERED California Department of Transportation Final Report, 06/15/2015-09/14/2018 1120 N Street 14. SPONSORING AGENCY CODE Sacramento, CA 95814 NA 15. SUPPLEMENTARY NOTES 16. ABSTRACT Assessment and mitigation of transportation impacts based on travel demand is required by state, federal, and local laws in California. Determining trip generation is typically the first step in preparing these transportation impact analyses, and current industry standard practice relies on trip rates published by the Institute of Transportation Engineers (ITE). However, ITE protocols emphasize vehicle trip rates without sensitivity to urban context or socioeconomic characteristics, which can exaggerate the impact of certain land uses like affordable housing developments, ultimately increasing mitigation fees.
    [Show full text]
  • Introduction to Multi-Modal Transportation Planning Principles and Practices 23 April 2021
    www.vtpi.org [email protected] 250-508-5150 Introduction to Multi-Modal Transportation Planning Principles and Practices 23 April 2021 By Todd Litman Victoria Transport Policy Institute Abstract This report summarizes basic principles for transportation planning. It describes conventional transport planning, which tends to focus on motor vehicle traffic conditions, and newer methods for more multi-modal planning and evaluation. Todd Alexander Litman © 2006-2021 You are welcome and encouraged to copy, distribute, share and excerpt this document and its ideas, provided the author is given attribution. Please send your corrections, comments and suggestions for improvement. Multi-Modal Transportation Planning Victoria Transport Policy Institute Introduction To be efficient and fair a transportation system must serve diverse demands. For example, would be inefficient if inadequate sidewalks and paths force parents to chauffeur children to local destinations to which they would rather walk or bicycle, or if inadequate mobility options force urban commuters to drive although they would prefer to rideshare or use transit. Physically, economically and socially disadvantaged people in particular need diverse mobility options: walking and cycling for local travel, public transit for longer trips, and automobiles (ridesharing, chauffeuring and taxi travel) when necessary. As a result, to be efficient and fair transportation must be multimodal. Before about 1940, walking, bicycling and public transit were recognized as important travel modes, but for most of the last century transport planning was automobile-oriented. As a result, most communities now have well developed road systems that allow motorists to drive to most destinations with relative convenience and safety; at worst they may be delayed by peak period congestion, and pay tolls and parking fees at some destinations.
    [Show full text]
  • Analysis of Trip Generation Rates in Residential Commuting Based on Mobile Phone Signaling Data
    T J T L U http://jtlu.org V. 12 N. 1 [2019] pp. 201–220 Analysis of trip generation rates in residential commuting based on mobile phone signaling data Fei Shi Le Zhu Nanjing University Nanjing University [email protected] [email protected] Abstract: In this paper, mobile phone signaling data are first processed Article history: to extract information such as the trip volume and spatial distribution Received: July 17, 2018 from the starting point to the termination point. This information is Received in revised form: then used to identify the residential and employment locations of users. August 31, 2018 Next, multiple Thiessen polygons based on cell towers are aggregated Accepted: November 27, 2018 into Traffic Analysis Zones (TAZs) to minimize differences between the Available online: March 28, actual cell tower coverage and the theoretical coverage. Then, based on 2019 TAZ cluster analysis involving transport accessibility and commuting population density, multiple stepwise regression is applied to obtain the commuting trip production rates and attraction rates for overall resi- dential land and each subdivided housing type during the peak morning hours. The obtained commuting trip generation rates can be directly applied to local transport analysis models. This paper suggests that as information and data sharing continue, mobile phone signaling data will become increasingly important for use in future trip rate research. Keywords: Trip rate, signaling data, commuting trip, trip generation, trip production, trip attraction 1 Introduction 1.1 About trip generation Trip generation is the first step in the conventional four-step transport forecasting process (followed by trip distribution, mode choice, and route assignment) and is widely used for forecasting travel demands.
    [Show full text]
  • Travel Demand Model Documentation
    City of Duvall TRAVEL DEMAND MODEL DOCUMENTATION September 2016 Prepared by: 11730 118th Avenue NE, Suite 600 Kirkland, WA 98034-7120 Phone: 425-821-3665 Fax: 425-825-8434 www.transpogroup.com 16110.00 © 2016 Transpo Group Duvall Travel Demand Model Documentation September 2016 Table of Contents Chapter 1. Introduction ............................................................................................................ 1 1.1 Model Overview ............................................................................................................... 1 1.2 Model Documentation Outline ......................................................................................... 1 Chapter 2. Using the Model ..................................................................................................... 3 2.1 Select-Link or Select-Zone Analysis ................................................................................ 3 2.2 Changing the Model Network .......................................................................................... 3 2.3 Changing Land Use ......................................................................................................... 4 2.4 Changing the TAZ Structure ............................................................................................ 5 2.5 Changing Model Horizon Year ......................................................................................... 5 2.6 Post-Processing Model Volumes ....................................................................................
    [Show full text]