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I-95 Statewide Corridor Model in North Carolina: Unique Features and Challenges. Presented to TRB Applications Conference May 9, 2013 Presented by Taruna Tayal, Vanasse Hangen Brustlin, Inc. Bill Thomas, Michael Baker Engineering. Purpose of the Model and Unique Features. - PowerPoint PPT Presentation
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I-95 Statewide Corridor Model in North Carolina: Unique Features and Challenges
Presented to
TRB Applications Conference
May 9, 2013
Presented by
Taruna Tayal, Vanasse Hangen Brustlin, Inc.
Bill Thomas, Michael Baker Engineering
I-95 Statewide Corridor Model in NC: Unique Features and Challenges
Purpose of the Model and Unique Features Toll feasibility for I-95 Corridor in the state of North
Carolina Understand travel patterns on I-95 in NC Length of the corridor modeled – 182 miles First study of this magnitude in US Based on trip distance, studied 3 trip patterns for 2-trip
purposes:
Separate diversion calculation application for long-distance and in-corridor trips
• External-External • Passenger Car
• External-Internal • Heavy Vehicle
• Internal-Internal
I-95 Statewide Corridor Model in NC: Unique Features and Challenges
Data Collection
7
8
#
9
10
6
5
4
3
2
1
ALPR data collected at 10 locations• Eight on I-95• One each on:
o I-40 , ando US-64
ALPR data collected and matched for two vehicle class
• Passenger Cars
• Trucks 48-hour tube class counts
collected at each location Travel Time data for I-95 and
US-301 corridor
I-95 Statewide Corridor Model in NC: Unique Features and Challenges
Toll Model
OD Matrices, Networks
Skim Long Distance Network
(toll/no-toll)
Long Distance Diversion
Split OD matrix (Long Distance)
Assign Long Distance matrices
(UE)
Skim Corridor Network
(toll/no-toll)
CorridorDiversion
Split OD matrix (Corridor)
Assign corridor matrices (UE)
Skim congestednetworks
Check for convergence
Summary Statistics
Not converged
TollDiversion
Highway Assignment
Convergence Check& Feedback
Data Prep and Initial Skimming
I-95 Statewide Corridor Model in NC: Unique Features and Challenges
VoT and Model Formulation Truck driver VOT does not
change as a function of distance.
Non-CV VOT increases as distance increases.
Intercity travel VOT is higher than local travel VOT for passenger travelers
Different VOT for :• E-E : PC and Trucks• E –I intercity: PC and Trucks• E –I local: PC• I –I intercity: PC and Trucks• I –I local: PC
Purpose PC ($/hr) Trucks ($/hr)
EE $18.11 $30.13
E-I - Intercity $15.72 $30.13
E-I Local $11.23
I-I - Intercity $12.16 $30.13
I-I Local $8.68
Toll Share = (1 / (1 + eU ))U= a*(Timetoll – Timefree) + b*Cost + CToll + CETC + CCalib
I-95 Statewide Corridor Model in NC: Unique Features and Challenges
$0.00 $10.00 $20.00 $30.00 $40.00 $50.00 $60.00 $70.00 $80.00 $90.00 $100.000.0%
20.0%
40.0%
60.0%
80.0%
100.0%
120.0%Long Distance Diversion Sensitivity
Estimated Data Network Model Less Than 5 Min Saving
Toll Cost over Time Saving ($/hr)
Prob
abili
ty o
f Cho
sing
Tol
l Roa
d
Conclusions/Findings
$0.00 $10.00 $20.00 $30.00 $40.00 $50.00 $60.00 $70.00 $80.00 $90.00 $100.000.0%
20.0%
40.0%
60.0%
80.0%
100.0%
120.0%In-Corridor Diversion Sensitivity
Estimated Data Network Model Less than 5 Min Time Savings
Toll Cost over Time Savings ($/hr)
Prob
abili
ty o
f Cho
osin
g To
ll Ro
ad
I-95 Statewide Corridor Model in NC: Unique Features and Challenges
Conclusions/Findings
SC Border 7N13N
17N
Lumberto
n25N
33N40N
44N49N
55N58N
65N71N
73NDunn
I-40
Smithfield
95N98N
102N106N
116N121N
132N
Rocky M
ount145N
154N168N
173N
VA Border
-10%
0%
10%
20%
30%
40%
50%
60%
70%
80%I-95 Volume Diversion For Varying Toll Values
5 cents/mile toll
12 cents/mile Toll
20 cents/mile toll
25 cents/mile toll
50 cents/mile toll
Toll values in 2009 dollars
I-95 Statewide Corridor Model in NC: Unique Features and Challenges
CONTACT
[email protected] 919-829-0328
[email protected] 410-689-3450