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presented to presented by Cambridge Systematics, Inc. Transportation leadership you can trust. Special Events Travel Surveys and Model Development 2012 Innovations in Travel Modeling Conference May 2, 2012 Arun Kuppam, Rachel Copperman, Jason Lemp, Tom Rossi, Lavanya Vallabhaneni, Vladimir Livshits, Ted Brown, Kyunghwi Jeon
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Page 1: MAG Special Event Model Development - …onlinepubs.trb.org/onlinepubs/conferences/2012/4thITM/...Heavy utilization of LRT by special events patrons Background 2 LRT intercept survey

presented to

presented by Cambridge Systematics, Inc.

Transportation leadership you can trust.

Special Events Travel Surveys and Model Development

2012 Innovations in Travel Modeling Conference

May 2, 2012

Arun Kuppam, Rachel Copperman, Jason Lemp, Tom Rossi, Lavanya Vallabhaneni, Vladimir Livshits, Ted Brown, Kyunghwi Jeon

Page 2: MAG Special Event Model Development - …onlinepubs.trb.org/onlinepubs/conferences/2012/4thITM/...Heavy utilization of LRT by special events patrons Background 2 LRT intercept survey

Heavy utilization of LRT by special events patrons

Background

2

LRT intercept survey indicated non-commute trips during off-peak hours and weekends

MAG travel model does not account for weekend and special events travel

LRT Ridership numbers exceeded forecasts

New LRT opened in early 2009 in Phoenix

Project supported by FTA 5339 funds

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Project Objectives

3

Integrate SEM with FTA’s Summit Develop Stand

alone Special Events Model (SEM)

Conduct Special Event Surveys

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Special Event Classification

4

Concerts, Ballgames Predicted Attendance

Pro / College Sports Event Frequency

Weekly vs. Occasional Regular vs. Periodic

Stadium, Theatre, Street Venue Type

Set start/end vs. Continuous Event Start & End Time

State Fairs Single vs. Multiple Days

Weekdays, Saturdays, Sundays Day-of-Week

Residents vs. Visitors Event Market Area

Proximity to Events Local vs. Regional Attendance

9 Distinguishing Characteristics of Special Events

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Surveyed Events

• Continuous, Open arena Arizona Fall Frenzy

• Predicted attendance, Stadium

Diamondbacks game

• Continuous, Multiple days

Arizona State Fair

• Periodic event, Regional AFL Rising Stars Game

• Regular, Visitors ASU Football Game

• Occasional, Closed arena KISS Concert

• Predicted attendance, Visitors Cardinals Game

• Street event Mill Avenue Block Party

• Street, Unknown attendance

PF Chang’s Marathon

• Periodic, Multiple days FBR - WM Golf Open

• Regular, Visitors ASU Basketball Game

• Predicted attendance, Closed arena

NBA Phoenix Suns Game

• Periodic, Stadium Spring Training Game

• Occasional Wrestlemania

• Local, Street Pride Parade

• Local, Closed arena Crossroads of the West Gun Show

• Theatre, Predicted attendance

Conan O’Brien Show

• Street, Local First Friday

• Predicted attendance, Stadium

Diamondbacks game

• Predicted attendance, Closed arena

NBA Phoenix Suns Game

5

20 Special Events chosen from more than 300 Special Events

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Surveyed Events

6

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Survey Data Collection

Partnered with West Group Research

who conducted the survey

Targeted 100-600 surveys per event, or 6,100 total target

Collected 7,264 surveys, out of

which 5,943 were useable/completed

surveys

Collected counts by Gate and Time Period (for data

expansion)

7

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Target and Completed Surveys

8

Event Venue Capacity

Previous Attendance

Actual Attendance

Target Surveys

Confidence Level

Margin of Error

Completed Surveys

1 Fall Frenzy Music Festival (Pretest)

40,000 4,000-15,000 15,000 100 95.0% 9.80% 123

2 MLB Diamondbacks 49,033 20,000-49,033 30,018 300 95.0% 5.66% 295

3a Arizona State Fair – Thursday

N/A 1,303,690 (two-week

period in 2006)

16,911 167 95.0% 4.38% 227

3b Arizona State Fair – Saturday 32,800 333 95.0% 4.38% 374

4 AFL Rising Stars 10,500 4,000-6,000 4,550 100 95.0% 9.80% 86

5 ASU Football Game 73,379 20,000-60,000 55,989 500 95.0% 4.38% 392

6 KISS Concert 17,799 8,000-17,799 10,876 300 95.0% 5.66% 329

7 NFL Cardinals 63,400 40,000-63,400 64,121 500 95.0% 4.40% 448

8 Mill Avenue Block Party N/A 100,000+ 100,000 500 95.0% 4.38% 571

9 PF Chang’s Marathon N/A 28,000+

Participants 102,556 500 95.0% 4.38% 481

10 FBR – WM Golf Open N/A 538,356 (2008) 122,000 500 95.0% 4.38% 584

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Target and Completed Surveys

9

Event Venue Capacity

Previous Attendance

Actual Attendance

Target Surveys

Confidence Level

Margin of Error

Completed Surveys

11 ASU Basketball Game

14,198 13,000 9,040 100 95.0% 9.80% 123

12 NBA Phoenix Suns 18,422 8,000-

16,210 18,422 300 95.0% 5.66% 295

13 MLB Spring Training 9,600 9,600 8,854 100 95.0% 9.80% 227

14 Wrestlemania 72,200 72,047 (2008) 72,219 500 95.0% 4.38% 374

15 Pride Parade N/A 12,500 12,000 100 95.0% 9.80% 86

16 Crossroads of the West Gun Show

N/A 9,000- 12,000 5,000 100 95.0% 9.80% 392

17 Conan O’Brien Prohibited Tour 5,500 100-

2,587 5,500 200 95.0% 9.80% 329

18 First Fridays N/A Unknown 10,000 300 95.0% 5.66% 448

19 MLB Diamondbacks 67,455 20,000-

49,033 23,148 300 95.0% 5.66% 571

20 NBA Phoenix Suns 18,422 8,000-

16,210 18,422 300 95.0% 5.66% 481

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Q Survey Questions

10

Location (gate) and time of interview

Origin location before event • Home, work, hotel, other • Address or intersection

Departure time from origin location

Mode of travel to/from event

Access mode to/from transit

Length of stay at the event

Parking cost and location (blocks/minutes from event) for auto modes

Party size to and from event

Destination location after event • Home, work, hotel, other • Address or intersection

Socioeconomic data (household size, vehicles, income, gender, employment)

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Data Expansion Survey

Expansion and Weights

Collected counts

by Gate, Time period

Weighted data by Gate, Time

period, and Party size

Expanded to total

attendance at event

11

Party Size Number

of Surveys

Weighted Survey

Numbers

Percentage of Weighted

Survey

Expansion Factor

for Each Party Size

Expansion Factor for

Each Survey 1 2 2 0.07 10.53 5.26

(1x2) (2/28.5) (0.07x150) (10.53/2)

2 2 4 0.14 21.05 10.53 3 3 9 0.32 47.37 15.79 4.5 3 13.5 0.47 71.05 23.68

28.5 150

Example: 10 surveys, 150 attendees

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Special Event Modeling Framework

12

Trip Generation Size of Event

Model Step Factor

Mode Choice

Trip Assignment

Modes (DA, SR2, SR3+, LRT, Bus, NM)

Day of Week (Weekday/ Weekend)

Time of Day (Peak/Off-Peak)

Trip Distribution

Origin Location Type (Home, Hotel, Work/Other)

Attendance or Venue Capacity

Inputs

Skims, Sociodemo-

graphics

Highway and Transit Networks

Logsums, Employment

User Defined

Model

Origin Choice Model (MNL)

by Origin Location Type

Mode Choice Model (NL) by Origin

Location Type

Multiclass Assignments (Stand-Alone or Integrated)

Outputs

Same as Inputs

Origin-to-Special Event Person Trip Tables by Origin Location Type

Origin-to-Special Event Person Trip

Tables by Mode for Every

Origin Location Type

Auto Volumes by Mode; LRT Ridership

by Station and Time of Day

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Special Event Model Objectives

13

Predict for Each Special Event – By Location Type (Home-, Hotel, Work/Other-Based)

Number of trips

Time-of-Day of trips

Origins of trips

Mode choice of

trips

VMT generated

from special

event trips

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Trip Generation

14

Model Overview

Base Year

Forecast Year

Predicts the number of person trips traveling to and from special events

Person trips = attendance at the event

Person trips = minimum { Base Year Attendance * Growth Rate, Venue Capacity }

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Time-of-Day

15

Set Start and End Time Events

Continuous Start and End Time Events

Time-of-Day Aggregated to Four Time Periods

• Arrival time distributed between 0-3 hours before event start time, and up to 0.5 hours after start time

• Departure time distributed between 0-1 hour before event end time, and up to 0.5 hours after end time

• Arrival time is distributed uniformly between the event start time and 3 hours before the event end time

• Departure time is determined based on arrival time and event duration with all event attendees leaving at or before the event end time

AM Peak, Mid-Day, PM Peak, Night

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Trip Distribution Origin Choice Model

16

Trip Distribution Model

Destination (or Origin) Choice Models

Model Structure

Size Measures

Utility Measures

Predicts origin choice of trips to special event by location type

Three models were estimated – • Home • Hotel • Work and other

Multinomial logit

• Home: number of HBNW trips produced in a zone (from regular travel model)

• Hotel: hotel employment • Work and other: HBW attractions

(from regular travel model)

• Distance from TAZ to event • Land use at origin • Mode choice logsum

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17

V a r i a b l e Home-Based Hotel-Based Work/Other-Based

S i z e V a r i a b l e s Ln (HBNW Productions) – Low Income 1.00 Ln (HBNW Productions) – Middle Income 1.00 Ln (HBNW Productions) – High Income 1.00 Ln (Hotel Employment) 1.00 Ln (HBW Attractions) – Work 1.00 Ln (Total Attractions) – Other 1.00

D i s t a n c e V a r i a b l e s Distance (miles) -0.126 -0.0806 -0.183 Distance^2 0.00393 Distance^3 -0.00005 Max (Distance – 8, 0) 0.193

L a n d U s e V a r i a b l e s Retail Employment at Origin 0.000152 CBD Origin 0.476 Suburban Origin -0.78 CBD Origin – Work 0.301 CBD Origin – Middle/High Income -0.173 Urban/Suburban Origin – Other 0.308 Urban Origin – Low Income 0.374

M o d e C h o i c e L o g s u m s Mode Choice Logsum – 0-Vehicles 0.093 Mode Choice Logsum – Low Income, 1+ Vehicle 0.102 Mode Choice Logsum – Middle Income, 1+ Vehicle 0.129 Mode Choice Logsum – High Income, 1+ Vehicle 0.186 Mode Choice Logsum 0.732 Mode Choice Logsum – Work/Other 0.834

Origin Choice Model Coefficients

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Trip Distribution Distance

-4.5

-4

-3.5

-3

-2.5

-2

-1.5

-1

-0.5

0

0 5 10 15 20 25 30 35 40 45 50 Origin to Event TAZ Distance (miles)

Home Origin Hotel Origin Work/Other Origin

Origin Choice Utility

18

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Mode Choice Nesting Structure

19

Root

Auto

Drive Alone

Shared Ride-2

Shared Ride-3+

Transit

Walk Access

Light Rail Bus

Drive Access

Light Rail Bus

Walk/ Bike

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Mode Choice Coefficients

20

• Constrained to 0.6 for second-level nest • Constrained to 0.4 for third-level nest

Nesting Coefficients

• Constrained to VOT of $5.00 and OVTT = 2 x IVTT • Cost ($): -0.018 • IVTT (minutes): -0.015 • OVTT (minutes): -0.03

• Nonmotorized: Unconstrained distance coefficient • Distance: -0.249 (-13.515)

Level-of-Service Coefficients

• Income • Vehicle Availability

Socioeconomic Variables

• CBD origin • Work-based

Land Use and Origin Choice

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21

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00

10.00

Mod

e C

hoic

e U

tility

Impact of “Event Type” on LRT Share

LRT-D LRT-W

Mode Choice Event Type Variables

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Trip Assignment

22

Output from SEM are person trip tables for

each mode and time-of-day

Converted to vehicle trips and added to trip assignment in

regional model

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Model Calibration/Validation

23

Calibration/Validation Data • Special Events Survey data • Transit Boarding counts (Special

event day counts – Non-special event day counts)

Mostly focused on trip lengths and mode shares

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Calibration of Origin Choice Models

24

Home – Origin

0.00 0.05 0.10 0.15 0.20 0.25

0-5 5-10 10-15 15-20 20-25 25-30 30-35 35-40 40-45 45-50 50+ Distance (mi)

Observed Original Model Calibrated Model

Coincidence Ratio – Original Model = 0.925 Coincidence Ratio – Calibrated Model = 0.937

Frequency (in Percent)

0.00 0.05 0.10 0.15 0.20 0.25

0-5 5-10 10-15 15-20 20-25 25-30 30-35 35-40 40-45 45-50 50+ Distance (mi)

Observed Original Model Calibrated Model

Coincidence Ratio – Original Model = 0.782 Coincidence Ratio – Calibrated Model = 0.772

Frequency (in Percent) Work – Origin

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Other – Origin

Hotel – Origin

Calibration of Origin Choice Models (continued)

25

0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35

0-5 5-10 10-15 15-20 20-25 25-30 30-35 35-40 40-45 45-50 50+ Distance (mi)

Observed Original Model Calibrated Model

Coincidence Ratio – Original Model = 0.760 Coincidence Ratio – Calibrated Model = 0.762

Frequency (in Percent)

0.00 0.05 0.10 0.15 0.20 0.25

0-5 5-10 10-15 15-20 20-25 25-30 30-35 35-40 40-45 45-50 50+ Distance (mi)

Observed Original Model Calibrated Model

Coincidence Ratio – Original Model = 0.810 Coincidence Ratio – Calibrated Model = 0.828

Frequency (in Percent)

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Calibration of Mode Choice

26

Mode Observed –

Transit Count Adjusted Calibrated Model Drive Alone 6.8% 7.1% Shared Ride 2 27.4% 28.0% Shared Ride 3+ 58.6% 57.6% Bus – Drive 0.2% 0.3% Bus – Walk 0.8% 0.9% LRT – Drive 1.9% 1.9% LRT – Walk 1.1% 1.0% Nonmotorized 3.2% 3.2%

• Weekend versus weekday events • Sports events (Pro versus nonpro sports) versus nonsports events • Events with attendance <= 10,000 versus > 10,000 • Tempe versus non-Tempe special events • Set time versus continuous events

Calibration Done by Special Event “Types”

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Calibration of Mode Choice – Auto Modes

27

0%

10%

20%

30%

40%

50%

60%

Attendance <10k Pro Sports All Sports; > 10K

DA SR2 SR3+

Highest Mode Shares

0% 5%

10% 15% 20% 25% 30% 35% 40%

Pro Sports; Set Times Tempe < 10k

DA SR2 SR3+

Lowest Mode Shares

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Calibration of Mode Choice – Transit & Non-motorized Modes

28

0.00% 1.00% 2.00% 3.00% 4.00% 5.00% 6.00%

Tempe Tempe Weekday; Tempe

Weekday; Tempe

Tempe

Bus-d Bus-w LRT-d LRT-w NM

Highest Mode Shares

0.00%

0.50%

1.00%

1.50%

2.00%

Pro Sports Pro Sports Not Tempe Not Tempe Pro Sports; Not Tempe

Bus-d Bus-w LRT-d LRT-w NM

Lowest Mode Shares

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Integration with SUMMIT

29

•Base Scenario: Without LRT •Alternative Scenario: With LRT

Created two scenarios to compute change in transit shares and evaluate transit

user-benefits

Trips

MLB Diamondbacks Event NBA Suns Event

Base Alternate % Increase Base Alternate % Increase Total Trips 41,234 41,234 0.0% 32,566 32,566 0.0%

Transit Trips 941 2,285 142.8% 653 1,458 123.3%

Transit-Dependent Transit Trips

110 199 80.9% 11 33 200.0%

User Benefits (in Hours) MLB Diamondbacks Event NBA Suns Event Total 1,170 699 Auto -13 -11 Transit 1,183 710

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Conclusions

Special events trips constitute a large share of LRT ridership

Gate counts by time period very critical in developing expansion factors

SEM, designed as a stand-alone model, easily integrated with regional model

SEM predicts special event trips for any future event or groups of events

SEM, integrated with SUMMIT, can be used to evaluate transit benefits

30


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