Developing Travel Models in Rural Areas Based on Actual, Current, Local Data Cy Smith, CEO Sashi Gandavarapu, Data Services Manager AirSage.

Slides:



Advertisements
Similar presentations
Determining the Free-Flow Speeds in a Regional Travel Demand Model based on the Highway Capacity Manual Chao Wang Joseph Huegy Institute for Transportation.
Advertisements

GREATER NEW YORK A GREENER Travel Demand Modeling for analysis of Congestion Mitigation policies October 24, 2007.
Presented to Transportation Planning Application Conference presented by Feng Liu, John (Jay) Evans, Tom Rossi Cambridge Systematics, Inc. May 8, 2011.
Norman Washington Garrick CE 2710 Spring 2014 Lecture 07
Simpson County Travel Demand Model July 22, 2003.
What is the Model??? A Primer on Transportation Demand Forecasting Models Shawn Turner Theo Petritsch Keith Lovan Lisa Aultman-Hall.
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.
Subarea Model Development – Integration of Travel Demand across Geographical, Temporal and Modeling Frameworks Naveen Juvva AECOM.
Chapter 4 1 Chapter 4. Modeling Transportation Demand and Supply 1.List the four steps of transportation demand analysis 2.List the four steps of travel.
Session 11: Model Calibration, Validation, and Reasonableness Checks
Sequential Demand Forecasting Models CTC-340. Travel Behavior 1. Decision to travel for a given purpose –People don’t travel without reason 2. The choice.
CE 2710 Transportation Engineering
Agenda Overview Why TransCAD Challenges/tips Initiatives Applications.
GEOG 111/211A Transportation Planning UTPS (Review from last time) Urban Transportation Planning System –Also known as the Four - Step Process –A methodology.
Opportunities & Challenges Using Passively Collected Data In Travel Demand Modeling 15 th TRB Transportation Planning Applications Conference Atlantic.
Interfacing Regional Model with Statewide Model to Improve Regional Commercial Vehicle Travel Forecasting Bing Mei, P.E. Joe Huegy, AICP Institute for.
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.
Miao(Mia) Gao, Travel Demand Modeler, HDR Engineering Santanu Roy, Transportation Planning Manager, HDR Engineering Ridership Forecasting for Central Corridor.
Milton-Madison Bi-State Travel Demand Model Rob Bostrom Planning Application Conference Houston, Texas May 19, 2009.
Development of the Idaho STDM Trip Matrices Using Cell Phone OD Data
Validate - A Nationwide Dynamic Travel Demand Model for Germany Peter Vortisch, Volker Waßmuth, PTV AG, Germany.
COMMUTE Atlanta A Comparison of Geocoding Methodologies for Transportation Planning Applications Jennifer Indech Nelson Dr. Randall Guensler Dr. Hainan.
Overview of Project Main objective of study is to assess the impact of delay at border crossings and resulting changes in user benefits and broad macroeconomic.
Population Movements from Anonymous Mobile Signaling Data An Alternative or Complement to Large- Scale Episodic Travel Surveys?
June 15, 2010 For the Missoula Metropolitan Planning Organization Travel Modeling
A Simple Framework to Access Potential Impact of Regional Toll System on Environmental Justice Population Chi Ping Lam, Houston-Galveston Area Council.
January Utah Statewide Household Travel Study Study overview and results.
Simpson County Travel Demand Model Mobility Analysis November 7, 2003.
MPO/RPC Directors Meeting Asadur Rahman Lead Worker-Traffic Forecasting Section, BPED, July 28, 2015.
Business Logistics 420 Public Transportation Lecture 18: Demand Forecasting.
Transportation Planning, Transportation Demand Analysis Land Use-Transportation Interaction Transportation Planning Framework Transportation Demand Analysis.
David B. Roden, Senior Consulting Manager Analysis of Transportation Projects in Northern Virginia TRB Transportation Planning Applications Conference.
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.
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.
Calibrating Model Speeds, Capacities, and Volume Delay Functions Using Local Data SE Florida FSUTMS Users Group Meeting February 6, 2009 Dean Lawrence.
Modeling and Forecasting Household and Person Level Control Input Data for Advance Travel Demand Modeling Presentation at 14 th TRB Planning Applications.
How Does Your Model Measure Up Presented at TRB National Transportation Planning Applications Conference by Phil Shapiro Frank Spielberg VHB May, 2007.
Summary of Tract-to-Tract Commuter Flows by Type of Geographic Area. A useful way of comparing the general pattern of tract-to-tract commuter flows across.
CE 341 Transportation Planning
FTA Workshop on Travel Forecasting for New Starts1March 2009FTA Workshop on Travel Forecasting for New Starts1March 2009 Charlotte South Corridor LRT Bill.
1 Fine Tuning Mathematical Models for Toll Applications Dr. A. Mekky, P.Eng., A. Tai, M. Khan Ministry of Transportation, Ontario, Canada.
Comparison of an ABTM and a 4-Step Model as a Tool for Transportation Planning TRB Transportation Planning Application Conference May 8, 2007.
Comparative Analysis of Traffic and Revenue Risks Associated with Priced Facilities 14 th TRB National Transportation Planning Applications Conference.
Source: NHI course on Travel Demand Forecasting (152054A) Session 11: Model Calibration, Validation, and Reasonableness Checks.
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.
Understanding Cellular-based Travel Data Experience from Phoenix Metropolitan Region Wang Zhang, Maricopa Association of Governments Arun Kuppam (Presenter),
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,
Putting the LBRS and other GIS data to Work for Traffic Flow Modeling in Erie County Sam Granato, Ohio DOT Carrie Whitaker, Erie County 2015 Ohio GIS Conference.
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.
Responses to Gas Prices in Knoxville, TN Vince Bernardin, Jr., Ph.D. Vince Bernardin, Jr., Ph.D. Bernardin, Lochmueller & Associates Mike Conger, P.E.
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.
Napa County Travel Behavior Study March 10, 2015 Napa County Joint Board of Supervisors and Planning Committee Meeting Presentation 1.
Applications in Mobile Technology for Travel Data Collection 2012 Border to Border Transportation Conference South Padre Island, Texas November, 13, 2012.
Induced Travel: Definition, Forecasting Process, and A Case Study in the Metropolitan Washington Region A Briefing Paper for the National Capital Region.
AMPO Annual Conference October 22, 2014
Transportation Planning Applications Conference Sheldon Harrison
Leta F. Huntsinger, PhD, PE Senior Technical Principal, WSP
Chapter 4. Modeling Transportation Demand and Supply
Johnson City MPO Travel Demand Model
Identifying Worker Characteristics Using LEHD and GIS
Using Google’s Aggregated and Anonymized Trip Data to Estimate Dynamic Origin-Destination Matrices for San Francisco TRB Applications Conference 2017 Bhargava.
Source: NHI course on Travel Demand Forecasting, Ch. 8 (152054A)
Norman Washington Garrick CE 2710 Spring 2016 Lecture 07
Presentation transcript:

Developing Travel Models in Rural Areas Based on Actual, Current, Local Data Cy Smith, CEO Sashi Gandavarapu, Data Services Manager AirSage

Agenda Examine how cellular data allows less-populated areas to develop travel models based on actual, current, local data versus relying on synthetic models. Rural traffic planning challenges How new, passive data are collected and applied Solutions: review actual case studies and results: South Alabama Regional Planning Commission (SARPC) Ohio-Kentucky-Indiana Regional Council of Governments (OKI) Moore County, North Carolina

Rural Area Traffic Planning Challenges Household travel surveys – expensive, time consuming Traditional survey methods – often miscount and don’t differentiate between residents and visitors Difficult to justify time and expense to conduct travel surveys Data for entire regions or state-to-state to include urban and rural – financially and logistically impossible Sometimes must resort to using data from nearby or similar areas

How New, Passive Data is Collected and Applied Passively collected from the network signaling data between towers and phones Anonymous mobile signals: all personal information is removed Data is then geographically located via tower triangulation to yield a time- stamped location (lat/long) The data is also tagged with estimated accuracy and validity of each location Output then aggregated between census tracts or TAZs Population is then synthesized

Synthesized Population Accuracy: Niceville, FL The estimation of traffic flows using the AirSage data compares within 3% of the average daily machine counts for the same period. This is within range of counter error and provides very good correlation with the origin and destination data. - Tom Hiles, HDR The estimation of traffic flows using the AirSage data compares within 3% of the average daily machine counts for the same period. This is within range of counter error and provides very good correlation with the origin and destination data. - Tom Hiles, HDR “ ”

Case Study: SARPC South Alabama Regional Planning Commission

SARPC: Background The SARPC built a multi-county travel demand model to guide regional transportation construction planning for the next 25 years Used traditional methods to capture traffic data using pneumatic road tubes, network of traffic counts, and limited HHTS Before committing the resources for implementation, SARPC used mobile data to capture and analyze one month of data

SARPC: Data Inputs Assembled mobile data from carriers for the entire month of June 2012 Identified transactions being carried out by likely trip makers in study area Aggregated estimated linked trip OD zonal pairs for each identified trip Trip purpose identified: Home-Based Work (HBW) Home-Based Other (HBO) Non-Home-Based (NHB)

SARPC: Outcome 84% of the total trips were made by resident devices Of those resident trips, 56% were resident commuter (47% of all trips) 44% were resident non-commuter (37% of all trips) Planners had hoped to confirm statistics on carpooling, but discovered that 16% of identified trips were made by visitors to the region Validating its model using data from every road – no matter how rural – in the three-county region showed: cellular signaling data has the potential to change the way people calibrate their models with unprecedented levels of confidence and significant cost savings over traditional traffic-planning methods Percentages rounded

SARPC: Employment Trip Ends CountyMobileBaldwinGeorgeJacksonTotal Mobile116,6195, ,923125,662 Baldwin8,41944, ,580 George2, , ,236 Jackson3, ,03436,176 Total131,03650,8496,68436,085224,654 Cell phone based county-to-county and intra-county trip interchanges compared to the US Census Longitudinal OD Employment Statistics (LODES) data for the Mobile metropolitan area. CountyMobileBaldwinGeorgeJacksonTotal Mobile120,6848, ,892 Baldwin17,52438, ,108 George1, ,7552,0285,898 Jackson ,53030,371 Total141,16347,5432,91130,652222,269 AirSage HBW Census LODES

SARPC: Calibration Trip distribution parameters were tested in the model to determine reasonableness against observed travel behavior. Trip length frequency distribution (TLFD) curves – analyzed available mobile data to estimate a gamma distribution function describing the shape of the TLFD curve for each trip purpose. Trip Length Frequency Distribution Curves (gamma distribution function) HBWHBONHB Trip Length a b c

SARPC: Validation After applying the calibrated trip distribution model, results entered into the new 2010 base year traffic assignment model and compared to Alabama DOT 2010 traffic counts by functional class Final base year 2010 traffic assignment results: Overall match against counts is within -0.6% at 99.4% of total counted volume and the overall match against VMT is within 0.1% at 100.1% of total counted volume. RMSE% overall is at 33%; the RMSE by category is within acceptable ranges for each classification

SARPC: Outcome The mobile data also provided the home locations of travelers over the study period Example: Travelers Across Mobile Bay, Alabama

Case Study: OKI Ohio-Kentucky-Indiana Regional Council of Governments

OKI: Background Create updated travel model for the tri-state area that would accurately document current travel patterns and forecast transportation needs for the next 30 years Last similar survey was done in 1995 and relied upon a combination of data sources, including household studies, GPS tracking and freeway surveys. The last Household Travel Survey (HHTS) took more than two years to complete and cost $1.2 million New study primary goals: 1.Measure where people are coming from and going to 2.Differentiate travelers who are part of the region from travelers simply going through the region

OKI: Challenge No longer had access to a key data source: freeway surveys 98% of all traffic in the area travelled on the freeway - Andrew Rhone, Transportation Modeling Manager and Project Leader for OKI “If we mess up and the model says it should take 2 lanes and it really needed 4, the cost of getting it wrong could be years of people sitting in traffic.”

OKI: Data Inputs Mobile device data replaced the traditional freeway survey (to comply with legal restrictions) and created the Trip Matrix study Population movement analytics and trip matrix study for the areas within the eight-county OKI region. Covered an area serving: 2+ million people 1,300+ miles of freeway The study using mobile data was able to capture (in pure trip count) almost 500 times the number of trips than the HHTS.

OKI: Outcome Captured data from more than 2 million people on 1,300 miles of freeway Delivered almost 500 times the number of trips from previous HHTS Previous HHTS took 2+ years to complete at a cost of $1.2 million The mobile data study was completed in 2 months at 93% cost savings

Case Study: Moore County Moore County, North Carolina Rhett Fussel, Parsons Brinckerhoff

Moore County: Background Moore County’s transportation planning did not have access to reliable information about traffic volumes and travelers on U.S. 1, from Aberdeen through Southern Pine Household travel survey was expensive and inaccurate Previous small sample sizes often represented as few as 1/100 households Study gathered 11.6 million trips representing 1/6 Moore County residents

Moore County: Data Inputs OD data collected from cellular devices was compared to the Triangle Regional Model (TRM) Included more than 600,000 mobile devices in the TRM over a 60-day period TRM household survey / travel demand model included: 2,579 Traffic Analysis Zones (TAZ) Covering Wake, Durham, Orange Counties and portions of Chatham, Franklin, Granville, Harnett, Johnston, Nash, and Person Counties

County-to-County Flows (Through Trips)

Moore County: Calibration Advanced trip-based model estimated and calibrated using travel survey data collected in 2006 Key data elements supporting this research include: Socioeconomic data by TAZ Internal and external trip tables by time of day Attributed highway network

Moore County: Analyzing To compare AirSage and TRM data, two separate AM peak hour assignments were performed using this analytical process

Moore County: Analyzing The area where the two methodologies differed greatly was the highway assignment comparisons to traffic counts by functional classification. In rural areas, classifications 23-26, mobile data matched traffic counts more accurately than the TRM. Highway Assignment Comparisons by Functional Class

Moore County: Analyzing When comparing highway assignments to traffic counts by volume group, results between the two methodologies are slightly closer, with the mobile data having a lower margin of error. Assignment Comparisons by Volume Group

Moore County: Socioeconomic Factors We were able to connect the mobile data with census data This example compares employment data by type shows higher industrial employment for zones covered by rural facilities lower totals for office and service employment as compared to zones covered by urban facilities Compared county by county in addition to comparing employment type This data can also be used to compare median income and persons per household

Test the Data – Nationwide Commute Report (Free) AirSage offers free Nationwide Commute data that can answer questions like: How many people commute to my county and from which counties do they commute? Which top 20 counties do people commute from when commuting to my county? Which nationwide counties do people commute to that live in my county? How can I see indications of the labor market shifting across the nation? Use the data to help: –Analyze regional & state-wide commute patterns –capital project / infrastructure prioritization –understand consumer commute patterns –transportation model validation –transit planning and more…

Q & A Cy Smith, CEO

Appendix

Appendix: SARPC

SARPC: Total Trips by Purpose Trip Matrix: Purpose (Internal Trips) MATS 2007AirSage 2012NCHRP 2009 Ranges TripsPercentTripsPercentLowHigh HBW279, %124, %14.0%15.0% HBO563, %582, %54.0%56.0% NHB225, %427, %30.0%31.0% Total1,068, %1,134, %-- Comparison of trips obtained to the previous Mobile MPO TDM and the proportion of trips by purpose compared to NCHRP reported typical ranges

SARPC: Employment Trip Ends CountyMobileBaldwinGeorgeJacksonTotal Mobile116,6195, ,923125,662 Baldwin8,41944, ,580 George2, , ,236 Jackson3, ,03436,176 Total131,03650,8496,68436,085224,654 Cell phone based county-to-county and intra-county trip interchanges compared to the US Census Longitudinal OD Employment Statistics (LODES) data for the Mobile metropolitan area. CountyMobileBaldwinGeorgeJacksonTotal Mobile120,6848, ,892 Baldwin17,52438, ,108 George1, ,7552,0285,898 Jackson ,53030,371 Total141,16347,5432,91130,652222,269 AirSage HBW Census LODES

SARPC: Employment Trip Ends CountyMobileBaldwinGeorgeJacksonTotal Mobile , ,836-4,230 Baldwin-9,1056, ,528 George92683,576-1,1713,338 Jackson2, ,5045,805 Total-10,1273,3063,7735,4332,385 Difference: variance in the total is ~1% of the total trips, the deficit related to trips destined for Mobile County is significant because Mobile County is the core of the study area.