Understanding Cellular-based Travel Data Experience from Phoenix Metropolitan Region Wang Zhang, Maricopa Association of Governments Arun Kuppam (Presenter),

Slides:



Advertisements
Similar presentations
THURSTON REGION MULTIMODAL TRAVEL DEMAND FORECASTING MODEL IMPLEMENTATION IN EMME/2 - Presentation at the 15th International EMME/2 Users Group Conference.
Advertisements

ARC’s Strategic Thoroughfare Plan Bridging the Gap from Travel Demand Model to Micro-Simulation GPA Conference Fall 2012 Presented By: David Pickworth,
Comparing Aggregate Trip- Based and Disaggregate Tour-Based Travel Demand Models: Columbus Highway Results.
SCAG Region Heavy Duty Truck Model Southern California Region Heavy Duty Truck Model.
Development of a New Commercial Vehicle Travel Model for Triangle Region 14 th TRB Planning Applications Conference, Columbus, Ohio May 7, 2013 Bing Mei.
MAG New Generation Freight Model SHRP2 C20 IAP Project Vladimir Livshits, Ph.D AMPO Annual Conference, Atlanta, GA October 23, 2014 Freight Session.
Lec 28: Ch3.(T&LD): Traffic Analysis – Traffic assignment Learn how to assign generated and distributed trips to the street system approaching the site.
Norman W. Garrick Travel Flow Data Some Basic Concepts Good travel flow data for all modes of travel is important for transportation planning and design.
Planning Applications: A City- wide Microsimulation Model for Virginia Beach Craig Jordan, Old Dominion University Mecit Cetin, Old Dominion University.
Interfacing Regional Model with Statewide Model to Improve Regional Commercial Vehicle Travel Forecasting Bing Mei, P.E. Joe Huegy, AICP Institute for.
Modeling University Student Trips Separately from the General Population In a Regional Travel Demand Model Presented to 15 th TRB National Transportation.
Regional Travel Modeling Unit 6: Aggregate Modeling.
Use of Truck GPS Data for Travel Model Improvements Talking Freight Seminar April 21, 2010.
Comparison of Cell, GPS, and Bluetooth Derived External Data Results from the 2014 Tyler, Texas Study 15 th TRB National Transportation Planning Conference.
Presented to presented by Cambridge Systematics, Inc. Transportation leadership you can trust. Development of a Tour-Based Truck Travel Demand Model using.
An Experimental Procedure for Mid Block-Based Traffic Assignment on Sub-area with Detailed Road Network Tao Ye M.A.Sc Candidate University of Toronto MCRI.
Collection of Travel Data on University Populations: A Tale of 3 Colleges May 6, 2013 Prepared for: TRB Planning Applications Conference RSG, Inc. Elizabeth.
Model Validation & Application for Significant Growth Areas in Florida Presented by: Myung-Hak Sung Thursday, May 12, 2011 TRB Planning Applications Conference.
Implementing a Blended Model System to Forecast Transportation and Land Use Changes at Bob Hope Airport 15 th TRB National Transportation Planning Applications.
Can Multi-Resolution Dynamic Traffic Assignment live up to the Expectation of Reliable Analysis of Incident Management Strategies Lili (Leo) Luo, P.E.,
Transportation leadership you can trust. presented to presented by Cambridge Systematics, Inc. Development of a Hybrid Freight Model from Truck Travel.
Presented by Krishnan Viswanathan Cambridge Systematics, Inc. Co-authors Vidya Mysore, Florida Department of Transportation Nanda Srinivasan, Cambridge.
Developing Travel Models in Rural Areas Based on Actual, Current, Local Data Cy Smith, CEO Sashi Gandavarapu, Data Services Manager AirSage.
Comparison of Cell, GPS, and Bluetooth Derived Travel Data Results from the 2014 Tyler, Texas Study Texas A&M Big Data Workshop February 13, 2015 Ed Hard.
Population Movements from Anonymous Mobile Signaling Data An Alternative or Complement to Large- Scale Episodic Travel Surveys?
Enhancing TDF Model Results Using Intersection Control Specific Delays and Turning Movement Level Matrix Estimation for a Downtown Circulation Study Presented.
January Utah Statewide Household Travel Study Study overview and results.
National Household Travel Survey Statewide Applications Heather Contrino Travel Surveys Team Lead Federal Highway Administration Office of Highway Policy.
May 20, 2015 Estimation of Destination Choice Models using Small Sample Sizes and Cellular Phone Data Roberto O. Miquel Chaitanya Paleti Tae-Gyu Kim, Ph.D.
Excess Commuting and Job-Housing Imbalance in Warren County, Kentucky Abstract: Excess commuting (EC) is a concept first developed by Hamilton (1982) to.
Presented to: Presented by: Transportation leadership you can trust. Authored by: Development of a Regional Special Events Model and Forecasting Special.
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.
Rhett Fussell, PE Craig Gresham, PE No Horsing Around, A Hole in One with Mobile Phone Data Using Mobile Phone Location Data to Support Corridor Analysis.
Interpreting Demand and Capacity for Street and Highway Design Lecture 6 CE 5720 Norman Garrick Norman W. Garrick.
Major Transportation Corridor Studies Using an EMME/2 Travel Demand Forecasting Model: The Trans-Lake Washington Study Carlos Espindola, Youssef Dehghani.
Dynamic Origin-Destination Trip Table Estimation for Transportation Planning Ramachandran Balakrishna Caliper Corporation 11 th TRB National Transportation.
S. Erdogan 1, K. Patnam 2, X. Zhou 3, F.D. Ducca 4, S. Mahapatra 5, Z. Deng 6, J. Liu 7 1, 4, 6 University of Maryland, National Center for Smart Growth.
Transportation leadership you can trust. presented to 12 th Annual TRB Transportation Planning Application Conference presented by Dan Goldfarb, P.E. Cambridge.
Integrated Travel Demand Model Challenges and Successes Tim Padgett, P.E., Kimley-Horn Scott Thomson, P.E., KYTC Saleem Salameh, Ph.D., P.E., KYOVA IPC.
EFFECTS OF HOUSEHOLD LIFE CYCLE CHANGES ON TRAVEL BEHAVIOR EVIDENCE FROM MICHIGAN STATEWIDE HOUSEHOLD TRAVEL SURVEYS 13th TRB National Transportation Planning.
May, 07, The Corradino Group, Inc., 14th TRB Planning Applications Conference 14 th TRB Planning Applications Conference Columbus, Ohio 1 Developing.
1 Transit Fare Elasticity – A WMATA Experience Shi (Shelley) Xie* WMATA 11th TRB National Transportation Planning Application Conference Daytona Beach,
Enhancement and Validation of a Managed-Lane Subarea Network Tolling Forecast Model May 19, 2005 Stephen Tuttle (RSG), Jeff Frkonja (Portland Metro), Jack.
1 Fine Tuning Mathematical Models for Toll Applications Dr. A. Mekky, P.Eng., A. Tai, M. Khan Ministry of Transportation, Ontario, Canada.
1 Using Automatic Vehicle Location Data to Determine Detector Placement Robert L. Bertini, Christopher Monsere, Michael Wolfe and Mathew Berkow Portland.
Phase 2: Data Collection Findings and Future Steps.
Establishment of Freeway Link Volume Validation Targets based on Traffic Count Distributions in the Dallas-Fort Worth Region Behruz Paschai, Arash Mirzaei,
Preliminary Evaluation of Cellular Origin- Destination Data as a Basis for Forecasting Non-Resident Travel 15 th TRB National Transportation Planning Applications.
Presented to Time of Day Panel presented by Krishnan Viswanathan, Cambridge Systematics, Inc. Jason Lemp, Cambridge Systematics, Inc. Thomas Rossi, Cambridge.
1 Methods to Assess Land Use and Transportation Balance By Carlos A. Alba May 2007.
Presentation For Incorporation of Pricing in the Time-of-Day Model “Express Travel Choices Study” for the Southern California Association of Governments.
11 th National Planning Applications Conference Topic: Statewide Modeling Validation Measures and Issues Authors: Dave Powers, Anne Reyner, Tom Williams,
Model Validation of Transit Ridership at the Corridor and Transit Route Level by Mark Charnews October 19, 2006.
Incorporating Time of Day Modeling into FSUTMS – Phase II Time of Day (Peak Spreading) Model Presentation to FDOT SPO 23 March 2011 Heinrich McBean.
CE Urban Transportation Planning and Management Iowa State University Calibration and Adjustment Techniques, Part 1 Source: Calibration and Adjustment.
The Slope of a Line. Important things about slope… Slope is the change in y over change in x. Slope is represented by the letter m Vertical line has NO.
Reconciliation of regional travel model and passive device tracking data 14 th TRB Planning Applications Conference Leta F. Huntsinger Rick Donnelly.
Presented to Toll Modeling Panel presented by Krishnan Viswanathan, Cambridge Systematics, Inc.. September 16, 2010 Time of Day in FSUTMS.
Transportation Modeling – Opening the Black Box. Agenda 6:00 - 6:05Welcome by Brant Liebmann 6:05 - 6:10 Introductory Context by Mayor Will Toor and Tracy.
Alternate Methodologies for Origin-Destination Data Collection
Development and Validation of Firm Demography Model Case Study Analysis in Phoenix and Tucson Megaregion 16th TRB National Transportation Planning Applications.
Mesoscopic Modeling Approach for Performance Based Planning
Validating Trip Distribution using GPS Data
Leta F. Huntsinger, PhD, PE Senior Technical Principal, WSP
WIFI Data Collection and the Effectiveness of Various Survey Expansion Techniques- A Case Study on I-95 Corridor in Palm Beach County, FL Presented to.
School Travel Patterns in Utah
Travel Demand Forecasting: Mode Choice
Using Google’s Aggregated and Anonymized Trip Data to Estimate Dynamic Origin-Destination Matrices for San Francisco TRB Applications Conference 2017 Bhargava.
Ventura County Traffic Model (VCTM) VCTC Update
Presentation transcript:

Understanding Cellular-based Travel Data Experience from Phoenix Metropolitan Region Wang Zhang, Maricopa Association of Governments Arun Kuppam (Presenter), Cambridge Systematics, Inc. Vladimir Livshits, Maricopa Association of Governments Bill King, AirSage 1 15 th TRB National Transportation Planning Applications Conference May 17-21, 2015 Atlantic City, New Jersey

AirSage Data 2 AirSage O-D Trip Matrix 30 x 30 zones configuration Weekday (Tue, Wed and Thu) for the month of October 2013 Data divided by Resident and Visitor Data grouped by AM, MD, PM and Daily Origin_Zone: origin zone ID Destination_Zone: destination zone ID Start_Date: first day date stamp End_Date: last day date stamp Aggregation: average weekday (WD) Tuesday to Thursday Subscriber_Class: Resident/Visitor Time_of_Day: Represents the time of day (H06:H09 – 6 to 9am, H09:H14 – 9 am to 2 pm, H14:H18 – 2 to 6 pm) Count: Average weekday (Tuesday to Thursday) person trips by time of day.

Data Evaluation 3 Comparison: Total trips by TOD Trip O-D Trip length distribution Screenline Comparing AirSage (2013) to MAG travel demand model (2011) (developed from 2008 NHTS)

AirSage vs. Model (total trips) – AM 4 Blue (>= 2,000), red (<=500), white ( )

AirSage vs. Model % (trip/tot dest) – AM 5 Blue (>= 25%), red (<=1%), white (1%-25%)

Normalized Percentage (AM) [(AirSage trip – MAG TDM trip)/MAG TDM trip]*MAG TDM % Most of normalized difference within -2% to 2% range. 6

MAG Model vs. CTPP 5-year Estimates 7

 Left Chart – Origin District  Right Chart – Destination District  MAG TDM matches CTPP data in percentage of trips (district 4 and 5 and overall) 8 MAG Model vs. CTPP 5-year Estimates

AM Trips going to Phoenix downtown (101 and 102) AirSage (Green) vs. TDM (Red) 9 PM Trips leaving downtown (101 and 102) AirSage (Green) vs. TDM (Red)

AM Trips going to North Phoenix (128) AirSage (Green) vs. TDM (Red) 10 PM Trips leaving North Phoenix (128) AirSage (Green) vs. TDM (Red)

AM Trips going to Tempe (ASU) (108) AirSage (Green) vs. TDM (Red) 11 PM Trips leaving Tempe (ASU) (108) AirSage (Green) vs. TDM (Red)

Trip Length Distribution 12 AirSage Model

Screenline Comparisons 13 W to E E to W W to E E to W Screenline 1 (Salt river) Screenline 2 (43 rd Ave) ScreenLine Analysis Model vs. Count ScreenLine Name Screenline 1 Screenline 2 E to W4%5% W to E0%8%

Conclusions (1) The daily total trips matched well between AirSage and the validated travel demand model; while the number of trips by peak period varied in different parts of the region; (2) The number of trips by zones were close enough in AirSage and the model; MAG model validates well against CTPP, traffic count, and speed data per previous study. (3) The intrazonal differences are pretty significant; The AirSage data seem to capture a very low number of short-distance trips compared to the model. (4) Screenline comparison showed a good match between two, while the AirSage data was consistently higher in each peak periods. 14

Questions and Comments? Wang Zhang (MAG): Arun Kuppam(Cambridge Systematics): 15