Presented to Time of Day Panel presented by Krishnan Viswanathan, Cambridge Systematics, Inc. Jason Lemp, Cambridge Systematics, Inc. Thomas Rossi, Cambridge.

Slides:



Advertisements
Similar presentations
Feedback Loops Guy Rousseau Atlanta Regional Commission.
Advertisements

SUZANNE CHILDRESS, ERIK SABINA, DAVID KURTH, TOM ROSSI, JENNIFER MALM DRCOG Focus Activity-Based Model Calibration/Validation Innovations in Travel Modeling.
Transportation leadership you can trust. presented to TRB Planning Applications Conference presented by Elizabeth Sall Maren Outwater Cambridge Systematics,
GREATER NEW YORK A GREENER Travel Demand Modeling for analysis of Congestion Mitigation policies October 24, 2007.
FOCUS MODEL OVERVIEW CLASS TWO Denver Regional Council of Governments June 30, 2011.
MORPC Model Comparison Project Trip vs. Tour Model.
Norman Washington Garrick CE 2710 Spring 2014 Lecture 07
Presented to presented by Cambridge Systematics, Inc. Transportation leadership you can trust. Comparison of Activity-Based Model Parameters Between Two.
Time of day choice models The “weakest link” in our current methods(?) Change the use of network models… Run static assignments for more periods of the.
Status of the SEMCOG E6 Travel Model SEMCOG TMIP Peer Review Panel Meeting December 12, 2011 presented by Liyang Feng, SEMCOG Thomas Rossi, Cambridge Systematics.
Development of a New Commercial Vehicle Travel Model for Triangle Region 14 th TRB Planning Applications Conference, Columbus, Ohio May 7, 2013 Bing Mei.
Session 11: Model Calibration, Validation, and Reasonableness Checks
GEOG 111/211A Transportation Planning UTPS (Review from last time) Urban Transportation Planning System –Also known as the Four - Step Process –A methodology.
Presented to presented by Cambridge Systematics, Inc. Transportation leadership you can trust. Improving the Treatment of Priced Roadways in Mode Choice.
18 May 2015 Kelly J. Clifton, PhD * Patrick A. Singleton * Christopher D. Muhs * Robert J. Schneider, PhD † * Portland State Univ. † Univ. Wisconsin–Milwaukee.
May 2009 Evaluation of Time-of- Day Fare Changes for Washington State Ferries Prepared for: TRB Transportation Planning Applications Conference.
Model Task Force Meeting November 29, 2007 Activity-based Modeling from an Academic Perspective Transportation Research Center (TRC) Dept. of Civil & Coastal.
FOCUS MODEL OVERVIEW CLASS FIVE Denver Regional Council of Governments July27, 2011.
11 May, 2011 Discrete Choice Models and Behavioral Response to Congestion Pricing Strategies Prepared for: The TRB National Transportation Planning Applications.
SAN FRANCISCO COUNTY TRANSPORTATION AUTHORITY San Francisco DTA Project: Model Integration Options Greg Erhardt DTA Peer Review Panel Meeting July 25 th,
Transportation leadership you can trust. presented to presented by Cambridge Systematics, Inc. Evaluating and Communicating Model Results: Guidebook for.
BALTIMORE METROPOLITAN COUNCIL MODEL ENHANCEMENTS FOR THE RED LINE PROJECT AMPO TRAVEL MODEL WORK GROUP March 20, 2006.
Transportation leadership you can trust. presented to Transportation Planning Applications Committee (ADB50) presented by Sarah Sun Federal Highway Administration.
Trip Generation Review and Recommendations 1 presented to MTF Model Advancement Committee presented by Ken Kaltenbach The Corradino Group November 9, 2009.
Transit Estimation and Mode Split CE 451/551 Source: NHI course on Travel Demand Forecasting (152054A) Session 7.
Multiple Regression. In the previous section, we examined simple regression, which has just one independent variable on the right side of the equation.
Bureau of Transportation Statistics U.S. Department of Transportation Overall Travel Patterns of Older Americans Jeffery L. Memmott
Lecture 4 Transport Network and Flows. Mobility, Space and Place Transport is the vector by which movement and mobility is facilitated. It represents.
National Household Travel Survey Statewide Applications Heather Contrino Travel Surveys Team Lead Federal Highway Administration Office of Highway Policy.
1 Activity Based Models Review Thomas Rossi Krishnan Viswanathan Cambridge Systematics Inc. Model Task Force Data Committee October 17, 2008.
Utilizing Advanced Practice Methods to Improve Travel Model Resolution and Address Sustainability Bhupendra Patel, Ph.D., Senior Transportation Modeler.
Business Logistics 420 Public Transportation Lecture 18: Demand Forecasting.
Transportation leadership you can trust. presented to presented to 13 th Transportation Planning Applications Conference prepared and presented by David.
Norman W. Garrick Transportation Forecasting What is it? Transportation Forecasting is used to estimate the number of travelers or vehicles that will use.
Presented to: Presented by: Transportation leadership you can trust. Second Day Response Rates: Implications for CMAP’s Travel Tracker Survey 13th TRB.
Income-Based Work Trip Stratification within the Puget Sound Regional Council Travel Model Framework 20 th International Emme Users’ Conference Montreal,
Analysis of Time of Day Models from Various Urban Areas William G. Allen, Jr. Transportation Planning Consultant Windsor, SC TRB Transportation Planning.
David B. Roden, Senior Consulting Manager Analysis of Transportation Projects in Northern Virginia TRB Transportation Planning Applications Conference.
February 8, 2008 SERPM65 vs. SERPM6-Corradino 1 SERPM-6.5 & SERPM-6: Differences & Future Directions Southeast Florida FSUTMS Users Group Meeting Ft. Lauderdale,
Section Copyright © 2014, 2012, 2010 Pearson Education, Inc. Lecture Slides Elementary Statistics Twelfth Edition and the Triola Statistics Series.
EFFECTS OF HOUSEHOLD LIFE CYCLE CHANGES ON TRAVEL BEHAVIOR EVIDENCE FROM MICHIGAN STATEWIDE HOUSEHOLD TRAVEL SURVEYS 13th TRB National Transportation Planning.
FDOT Transit Office Modeling Initiatives The Transit Office has undertaken a number of initiatives in collaboration with the Systems Planning Office and.
Dynamic Tolling Assignment Model for Managed Lanes presented to Advanced Traffic Assignment Sub-Committee presented by Jim Hicks, Parsons Brinckerhoff.
Dowling Associates, Inc. 19 th International EMME/2 Users’ Conference – 21 October 2005 Derivation of Travel Demand Elasticities from a Tour-Based Microsimulation.
SHRP2 C10A Final Conclusions & Insights TRB Planning Applications Conference May 5, 2013 Columbus, OH Stephen Lawe, Joe Castiglione & John Gliebe Resource.
How Does Your Model Measure Up Presented at TRB National Transportation Planning Applications Conference by Phil Shapiro Frank Spielberg VHB May, 2007.
Presented to Time of Day Subcommittee May 9, 2011 Time of Day Modeling in FSUTMS.
Transportation leadership you can trust. presented to 12th TRB National Transportation Planning Applications Conference presented by Arun Kuppam, Cambridge.
Comparison of an ABTM and a 4-Step Model as a Tool for Transportation Planning TRB Transportation Planning Application Conference May 8, 2007.
Presented to MTF Transit Committee presented by David Schmitt, AICP November 20, 2008 FSUTMS Transit Model Application.
1 Components of the Deterministic Portion of the Utility “Deterministic -- Observable -- Systematic” portion of the utility!  Mathematical function of.
May 2009TRB National Transportation Planning Applications Conference 1 PATHBUILDER TESTS USING 2007 DALLAS ON-BOARD SURVEY Hua Yang, Arash Mirzaei, Kathleen.
11th TRB National Transportation Planning Applications Conference CORRADINO May 9, Validation of Speeds and Volumes in a Large Regional Model Southeast.
Presentation For Incorporation of Pricing in the Time-of-Day Model “Express Travel Choices Study” for the Southern California Association of Governments.
May 8, 2009 SERPM65 Subarea Model-Corradino 1 SERPM65 Highway-Only Subarea Modeling Process Southeast Florida FSUTMS Users Group Meeting Ft. Lauderdale,
Effect on Model Sensitivities of Combining Transferable Data from Separate Home Interview Surveys Presented to the 11 th Conference on Transportation Planning.
Incorporating Time of Day Modeling into FSUTMS – Phase II Time of Day (Peak Spreading) Model Presentation to FDOT SPO 23 March 2011 Heinrich McBean.
On Comparing Aggregate Trip-Based and Disaggregate Tour-Based Travel Demand Models.
Hua Yang Arash Mirzaei Zhen Ding North Central Texas Council of Governments Travel Model Development and Data Management.
Responses to Gas Prices in Knoxville, TN Vince Bernardin, Jr., Ph.D. Vince Bernardin, Jr., Ph.D. Bernardin, Lochmueller & Associates Mike Conger, P.E.
Presented to Toll Modeling Panel presented by Krishnan Viswanathan, Cambridge Systematics, Inc.. September 16, 2010 Time of Day in FSUTMS.
Transportation leadership you can trust. presented to Florida Model Task Force Model Advancement Committee presented by Robert G. Schiffer, AICP Thomas.
BUS 308 Entire Course (Ash Course) For more course tutorials visit BUS 308 Week 1 Assignment Problems 1.2, 1.17, 3.3 & 3.22 BUS 308.
Robust Estimation Techniques for Trip Generation in Tennessee
Validating Trip Distribution using GPS Data
Chapter 10 Verification and Validation of Simulation Models
Yijing Lu (Baltimore Metropolitan Council)
Ventura County Traffic Model (VCTM) VCTC Update
Trip Distribution Review and Recommendations
Norman Washington Garrick CE 2710 Spring 2016 Lecture 07
Presentation transcript:

presented to Time of Day Panel presented by Krishnan Viswanathan, Cambridge Systematics, Inc. Jason Lemp, Cambridge Systematics, Inc. Thomas Rossi, Cambridge Systematics, Inc. August 12, 2010 Time of Day in FSUTMS

Scope Two phase project Phase 1 – Develop and implement factors from NHTS and count data Phase 2 – Econometric models for incorporating into FSUTMS Three tasks in Phase 1 Develop and implement constant Time of Day factors −Develop new CONFAC −2009 NHTS data for TOD factors Identify data elements for econometric approach Develop empirical methods to calculate travel skims 1

Data Overview 2009 NHTS Data Used 15,884 Households 30,992 Persons 114,910 Person Trips 1.3% of trips are via Transit All analysis done using mid point of trip Trips into 24 one-hour periods 2

3 Segmentations for TOD Compare across sampling regions Compare across urban areas by population Compare across income categories

Sampling Region Segmentation 4

Comparison Across Sampling Regions 5

Urban Size Segmentation 6

Comparison Across Urban Population 7

Income Segmentation 8

Comparison across Household Income

ANOVA Tests for Time of Day Variability Hypothesis: There is no variability among different levels 10 LEVELSAMPLING REGION Purpose Degrees of FreedomF-Value Hypothesis Result HBW60.8 Do Not Reject HBSHOP614.0Reject HBSOCREC613.7Reject HBO610.7Reject NHB610.3Reject LEVELURBAN SIZE Purpose Degrees of FreedomF-Value Hypothesis Result HBW51.8 Do Not Reject HBSHOP519.6Reject HBSOCREC511.1Reject HBO57.5Reject NHB56.3Reject LEVELINCOME Purpose Degrees of FreedomF-Value Hypothesis Result HBW22.1Do Not Reject HBSHOP277.6Reject HBSOCREC254.1Reject HBO211.2Reject NHB224.2Reject HBW*27.9Reject * Did Kruskall-Wallis Non-parametric test

Variability Testing within Income Level Hypothesis: There is no variability between different regions within each income level 11 LEVELCOUNTY Income Category Degrees of FreedomChi-SquareHypothesis Result Less than $25, Reject Between $25,000 and $75, Reject More than $75, Reject The Kruskal Wallis tests were done to make sure that there are differences among all counties within each income category

Time of Day Factors – Low Income 12 PurposeNumber of TripsDirection Midnight to 7 AM 7 AM to 9 AM 9 AM to 3 PM 3 PM to 6 PM 6 PM to Midnight HBW1541 From Home12.4%25.9%13.5%2.7%1.9% To Home1.4%1.0%5.7%21.3%14.1% HBSHO P3312 From Home2.1%4.9%21.8%6.9%8.5% To Home0.5%1.7%22.9%13.4%17.4% HBSOC REC1262 From Home1.8%4.0%19.7%11.4%13.1% To Home1.5%0.6%11.1% 25.8% HBO2446 From Home2.8%15.6%21.4%6.8%5.4% To Home1.3%3.7%16.0%13.7%13.2% NHB %10.8%49.5%22.5%14.3%

Time of Day Factors – Medium Income 13 Purpose Number of TripsDirection Midnight to 7 AM7 AM to 9 AM9 AM to 3 PM3 PM to 6 PM 6 PM to Midnight HBW2291 From Home16.8%22.0%10.9%3.0%1.3% To Home1.9%0.4%7.8%24.7%11.2% HBSHOP6119 From Home1.2%5.5%25.2%8.6%5.2% To Home0.2%2.0%26.4%14.6%11.2% HBSOCREC2249 From Home1.6%6.2%22.4%9.4%9.5% To Home1.5%1.3%15.6%11.7%20.7% HBO3732 From Home4.2%14.2%22.6%8.0%3.9% To Home0.5%3.5%18.8%14.8%9.4% NHB %8.7%57.1%21.1%10.8%

Time of Day Factors – High Income 14 Purpose Number of TripsDirection Midnight to 7 AM7 AM to 9 AM9 AM to 3 PM 3 PM to 6 PM 6 PM to Midnight HBW5107 From Home16.0%23.5%11.6%2.4%1.1% To Home0.8%0.2%7.4%24.2%12.8% HBSHOP10902 From Home1.5%3.8%22.6%8.5%8.1% To Home0.2%1.3%23.2%15.1%15.6% HBSOCREC4386 From Home2.5%5.8%20.9%10.1%10.6% To Home2.3%1.0%13.9%11.7%21.2% HBO7460 From Home4.1%15.6%20.4%8.2%5.2% To Home0.7%5.2%15.8%14.2%10.6% NHB %9.3%52.5%22.4%13.4%

CONFAC Table 15 Income Segmentation Less than $25,000 $25,000 to $75,000 More than $75,000 Midnight to 7 AM AM to 9 AM AM to 3 PM PM to 6 PM PM to Midnight

Time of Day into Transit Modeling Transit mode choice and assignment Depends on transit paths between origins and destinations Data sets are dominated by auto travel Both household survey and count data Examine differences in peaking for auto and transit demand Transit might have different peak percent compared to autos for same trip purpose and direction 16

Time of Day into Transit Modeling Simplest way to address discrepancy Time of day after mode choice While simple not necessarily correct Different transit paths for mode choice and transit assignment Transit factors by time of day based on household data leading to limited data on transit trips Transit rider survey data as a solution? 17

Time of Day into Transit Modeling Potential biases using transit ridership survey data Not necessarily a random sample w.r.t. time of day −Clustered by route and time of day Where transit is critical, two important considerations should be used to guide the definition of the time periods How does transit level of service vary during the day How does demand vary during the day 18

Time of Day into Transit Modeling Transit level service variation during the day Schedule information Fare information Define peak time periods to coincide closely to those used by transit providers Include separate overnight period when no service is provided Use ridership data to determine whether peak transit demand occurs at times similar to peak auto demand and peak transit supply 19

Time of Day into Transit Modeling A particular transit network must be associated with each period Look at LOS and if they are sufficiently similar different periods can have the same transit network However, this assumes symmetric transit operating plan with similar LOS at both peaks If auto access is included in the model there is substantial asymmetry Using same network and skims for AM and PM periods can produce inaccuracy in model results 20

Validating Time of Day Models Two important considerations Validating the time of day modeling component itself Validation of other model components 21

Validating Time of Day Modeling Component Reasonable checks Model parameters Application results Compare factors by trip purpose to other areas Compare to a wide range of areas Consider unique characteristics of modeled area Ideal to have independent data sources Not always available Checks may have to wait until other model components are complete 22

Validating Time of Day Modeling Component Time of day choice models have different reasonableness checks Few time of day models applied in the context of 4-step models Compare model derived percentage of trips for each time period to survey data Time of day choice models include sensitivity checks Model components applied subsequent to TOD should be run for each time period Implies consideration of TOD by each model component 23

Validating Highway Assignment VMT, Volume, and Speed checks With TOD consider link volumes and speed/travel times for each time period Modeled daily volumes are critical to provide context to travel demand First validate daily volumes then by time period RMSE and Percent differences may track higher than daily differences Always validate AM and PM peaks 24

Validating other Model Components Validate transit assignment and mode choice models at daily and time period levels Crucial for transit assessment Perform transit assignment checks at daily level first and then validate ridership for peak periods Validate trip distribution outputs by time of day Not all data sources (especially secondary data sources) might allow for checks only at the daily level 25

Time of Day Choice Models Purpose of Investigation Estimate time-of-day (TOD) models to make recommendations for incorporating TOD in FSUTMS. Key Elements: Examine data to understand resolution of TOD modeling that can be achieved Develop a modeling framework Estimate TOD models to understand key determinants of TOD choice 26

Data Three datasets: National Household Travel Survey (NHTS) NE & SE Florida Household Surveys NHTS Data used here: Provides many more observations (115,000 trip records vs. 22,000 and 20,000 records of other two datasets) Relevant for the entire state of Florida (rather than particular regions of the state) 27

NHTS TOD Distributions 28 Reported Trip Start Times Midpoint of Trip Start & End Times

Modeling Framework Multinomial Logit (MNL) Structure TOD units Five broad TODs (AM, midday, PM, evening, & night) 30-minute interval alternatives (except for evening & night periods) Explanatory variables A variety of household-, person-, & trip-specific variables introduced. −Specific to broad TOD periods −Interactions with shift variables 29

Findings from Model Estimation Three trip purposes examined: Home-based work (HBW) Home-based other (HBO) Non-home-based (NHB) Model refinement not pursued here, since focus was on understanding determinants of TOD Because model parameter estimates difficult to interpret on their own, predictive distributions generated for population segments to illustrate results 30

HBW Findings: Home-to-Work 31 Shift variables interacted with job type. Variables with limited practical significance: HH Size Vehicles Presence of Children in HH Income Gender Region’s Population

HBW Findings: Work-to-Home 32 Shift variables interacted with job type. Variables with limited practical significance: Income Gender Region’s Population

HBO Findings: Home-to-Other 33 Shift variables interacted with: HH Size Presence of Children in HH HOV mode Variables with limited practical significance: Income Gender Region’s Population

NHB Findings 34 Shift variables interacted with: HH Size Presence of Children in HH HOV mode Variables with limited practical significance: Vehicles Income Gender Region’s Population

Summary Overall, models offer reasonable behavior for each trip type. Job type variables very important for HBW trips Household composition (e.g., household size, vehicles, presence of children) less important for HBW, but quite important for HBO & NHB trips Several variables found to have little or no effect across models Gender & region population have almost no practical significance Household income & vehicles have only small implications on TOD choice for only some trip purposes 35

Next Steps and Schedule Finish task 3 Finalize documentation Goal is to finish by end of September 36