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Slugging in the I-395 Corridor

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Presentation on theme: "Slugging in the I-395 Corridor"— Presentation transcript:

1 Slugging in the I-395 Corridor
Jonathan Avner, and Li Li (WRA) Amanda Baxter, Virginia Department of Transportation 15th TRB National Transportation Planning Applications Conference Raleigh, NC May 15, 2017

2 Agenda Project Challenge Options Evaluated Approach Findings

3 Project Development of Traffic Forecasts to support the Environmental Assessment and Interchange Justification Report I-395 study area extends from north of Edsall Road to Eads Street interchange (near the Pentagon) Three / four general purpose lanes per direction Two barrier-separated reversible HOV-3 lanes Use of MWCOG Model to generate trip tables for Meso and Micro simulations

4 Project Convert the two existing reversible HOV-3 lanes on I-395 to three managed lanes for eight miles from north of Edsall Road to the vicinity of Eads Street near the Pentagon

5 Challenge Users of the HOV3 Lane concerned how project will impact them, specifically users of the informal ride sharing, or Slugging SOV drivers become HOV3 -> Use of the HOV3 system AND toll free users in the build scenario Definitions Sluggers: Scrapers: The construction of the HOV lanes on the I-395 corridor began the phenomena Mutual Benefits Become HOV3 traveler Save time over transit Implications to the roadway system

6 Challenge As part of the I-395 HOT Lane Conversion project
Analysis of traffic on the corridor including users of the HOV3 and HOT system Study of several design alternatives at the Pentagon and other interchanges along the corridor that increased access to the HOV3 /HOT facility is important

7 Options Evaluated Demand for slugging on the I-395 based on surveys conducted as part of the Pentagon Transportation Management Plan

8 Options Evaluated From Pentagon TMP 1240 vehicles leaving in the PM peak period MWCOG Model does not capture the conversion of trips from SOV to HOV3 or the transfer of trips from transit to passenger mode Significant volume (400 vehicles per hour) entering and leaving the facility Generate trip tables from MWCOG Model Mode choice / full model refinement Identification of SOV candidate trips / conversion to HOV3

9 Approach MWCOG Model was utilized to create the inputs for the Operational Analysis and Environmental Studies Creation of an assignment post processor Align demand with operating periods of the facility Improved demand estimation for operational analysis

10 Approach

11 Approach Identification of Scraper Trips
Identified slugging locations along corridor based on reported stops Used select link analysis in PM to identify candidate SOV trips passing by Pentagon and going to destinations Compared model trips to survey < Survey: adjusted upto survey > Survey: took proportion Converted SOV trip: SOV / HOV3 / SOV

12 Approach Assumptions Based on 2010 survey demand
Held constant for 2020 and 2040 scenarios No growth in employment at the Pentagon AM versus flow of the PM Location Vehicles Passengers Burke / Springfield 130 275 Horner Road / Potomac Mills 315 600 Montclair / Route 234 245 480 Rt. 17 Stafford 165 320 Rt. 3 Fredericksburg Gordan Road 45 90 Rt. 610 Mine Road 250 Rt. 610 Stafford Tackett’s Mill / Lorton / VRE 115

13 Findings Scenario analysis Report 2015 (w and w/o)
2040 no build (w and w/o) 2040 build (w and w/o) Report Managed lane traffic Volumes entering Pentagon

14 Findings Results of the scenario analysis
Marginal difference to the overall traffic in the corridor Shifting of traffic from general purpose to managed facility Impact at the localized location Pentagon Park and Ride Locations

15 Findings 2015 2040 NB

16 Findings 2015 2040 NB

17 Findings 2040 BD 2040 NB

18 Findings 2040 BD 2040 NB

19 Next Steps Need to consider the use of informal ride sharing into mode choice for models where a prevalent mode and become more common Working with VDOT on an update to the Fredericksburg MPO Model Including Slugging as mode

20 Jonathan Avner javner@wrallp.com
Questions Jonathan Avner Amanda Baxter Li Li


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