A Study of Alternative Operating Strategies for the Southeast Expressway HOV Lane
Adriel Edwards Office of Transportation Planning Executive Office of Transportation Boston, MA
Wednesday June 20, 2007
Outline
• • • • • • Background Description of the lane Occupancy requirements – past / present Monitoring requirements and results Modeling effort – methods / findings Next steps
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Background
• CA/T mitigation commitment • DEP regulations
– Stipulate 1 min/mile travel time savings over travel time in general purpose lane – Stipulate quarterly reports with a minimum number of sample travel runs on each facility
• When built
– 1994
• When opened
– 1995
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Lane Construction
Nov 1994 – Nov 1995
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Lane Opens November 1995
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Description of the Lane
• Configuration
– Contraflow – Barrier separated – One ingress / one egress
• Length - 5.2 miles • Hours of operation
– 6 AM – 10 AM northbound to Boston – 3 PM – 7 PM southbound from Boston
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Location of the lane from a regional perspective
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Pictometry image of lane start on a typical weekday morning (northbound to Boston)
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Barrier Transfer Vehicle
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Occupancy Requirement Past / Present
• 3+ and buses
– November 1995 – September 1996
• Sticker program – alternate days
– September 1996 – January 1999 – # of stickers issued was limited – Red and blue for use on alternative days
• Sticker program – all days
– February 1999 – June 1999
• 2+ - no sticker required
– June 1999 to present day
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Monitoring Requirement
• Quarterly reports
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Results of Monitoring
• One minute per mile time savings threshold NOT met for entire four hours of operation
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Typical Performance of the Southeast Expressway HOV Lane
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Required Activities
• Promote ridesharing
– MassRIDES – Park & Ride lots
• Modeling effort
– Examine alternative operating strategies
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Modeling Study
Method – Three Part Examination • Historical analysis • Regional model analysis • Traffic simulation
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Historical Analysis Results
• 3+ volumes in 1995 hovered around 300 – 400 vehicles/hr
– Lane perceived as empty – Resulted in legislative action requiring sticker program to allow a limited # of 2+ vehicles
• Recent occupancy counts indicate existing 3+ vehicle volumes are about 400 / hr
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Regional Model Results
VEHICLE VOLUMES • 2 + option: adjusted 3 hr volume:
3,750 vehicles 1,250/hr
• 3 + option: adjusted 3 hr volume:
1,200 vehicles 400/hr EMPTY LANE SYNDROME
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Regional Model Results
(continued) HOV Year 2007 AM Peak Period Northbound
Parameter
HOV travel time savings in minutes HOV travel time savings in min/mile HOV Lane vehicle hours HOV lane vehicle hours saved General lanes vehicle hours
Two-Plus
Three-Plus
9.82 1.81 443 614
12.90 2.38 124 258
5,646
6,847
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Regional Model Results
(continued)
Peak Period Summary Statistics: Air quality, vehicle miles of travel, vehicle hours of travel
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Simulation Results
Simulation Results
2+ 2003 2+ 2007
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Simulation Results
2+ 2003
3+ 2007
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General Conclusions
• 2+ still superior to 3+ by three methods of analysis • 2+ still superior to 3+ by many measures • Effects of HOV lanes’ operating requirements on AQ are inconclusive • Current regulations focus on 1 metric & do not take into account other measures of success • Discussions on changing/replacing regulations with balanced policy should occur • Growing exit queues indicate need to control volumes
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Next Steps
• Technology may be used to control volumes and may also simplify monitoring efforts • EOT exploring next steps • Discussions with DEP and other agencies to occur
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Thank You!
Comments and questions welcome! Adriel Edwards Data Collection Manager for the HOV Lanes Office of Transportation Planning Executive Office of Transportation Adriel.edwards@eot.state.ma.us (617) 973 - 8062
Wednesday June 20, 2007