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Dynamic Late Merge System

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Title: Dynamic Late Merge System


1
Dynamic LateMerge System
  • Minnesota Department of Transportation
  • DLMS Summary of Experience
  • Marthand Nookala
  • July 2005Mississippi Valley Conference

2
Existing Merging Problems
Mn/DOTs Dynamic Late Merge Study
  • Backups extend beyond the farthest advanced
    warning signs when motorists queue up in a single
    lane.
  • Traffic flow disruptions and uneven speeds lead
    to rear-end accidents.
  • Erratic merging along the entire length of the
    traffic queue during congested conditions.
  • Increased Road Rage

3
This scenario commonly occurs duringlane closures
Mn/DOTs Dynamic Late Merge Study
4
Preferred Traffic Flow UtilizingEqual Lane
Occupancy
Mn/DOTs Dynamic Late Merge Study
5
DLMS Basics
Mn/DOTs Dynamic Late Merge Study
  • Purpose of the system is to provide guidance to
    motorists on proper lane usage
  • When traffic is free-flowing, the standard lane
    closure signage has always been adequate
  • When traffic volume increases, motorists tend to
    merge early to the thru-lane and create a long
    queue in one lane, affecting safety and upstream
    intersection operation.

6
DLMS Basics Continued
Mn/DOTs Dynamic Late Merge Study
  • The DLMS sensors determine when the traffic is
    approaching congestion level
  • Upstream PCMSs are activated when traffic exceed
    threshold levels
  • Messages on the PCMSs warning motorists of the
    STOPPED TRAFFIC AHEAD and instruct them to USE
    BOTH LANES and MERGE AHEAD.
  • Near the lane closure taper, the PCMSs instruct
    the motorists to MERGE HERE

7
Typical DLMS Setup
Mn/DOTs Dynamic Late Merge Study
  • Used In Addition to the Standard Traffic
    Control
  • Easy Trailer Mounted PCMS Deployment and
    Fast Adjustments
  • PCMS only used during congested periods and
    remain Dark during free- flow conditions

8
1st Sign Approximately 3 miles upstream
Mn/DOTs Dynamic Late Merge Study
9
2nd Sign - 1.5 miles from Taper
Mn/DOTs Dynamic Late Merge Study
10
3rd Sign Located at Taper
Mn/DOTs Dynamic Late Merge Study
11
DLMS Basics Continued
Mn/DOTs Dynamic Late Merge Study
  • When congestion levels return to free-flow the
    PCMSs return to dark mode
  • Motorists resume normal merging practices and
    safely merge based upon speed and traffic volume

12
Four DLMS Study Locations
Mn/DOTs Dynamic Late Merge Study
  • Urban locations
  • Hwy 10 in Anoka (2003)
  • Hwy 494 in West Metro
  • Hwy 52 at Lafayette Bridge
  • Rural location
  • I -35 from north of Faribault to Lakeville

13
Project Coordination
Mn/DOTs Dynamic Late Merge Study
  • Mn/DOT Construction and Traffic Offices
    coordinated the study.
  • Input and cooperation from field.
  • Traffic Tech., Inc. provided the Dynamic Late
    Merge System.
  • URS Inc. collected data and provided the final
    research report.

14
DLMS Potential Benefits
Mn/DOTs Dynamic Late Merge Study
  • Reduced traffic conflicts and crashes
  • Reduce Aggressive Driving and Road Rage
  • Reduce the number of early merges during
    congested conditions
  • Shorten Queue lengths
  • Increase capacity and reduce travel time

15
Before and After Deployment
Mn/DOTs Dynamic Late Merge Study
16
Findings and Results
Mn/DOTs Dynamic Late Merge Study
  • Accidents seem to be reduced
  • Queue Lengths were reduced by 40
  • Lane occupancy increased everyday during
    congestion - reached near equal lane occupancy
    after short duration
  • Less confusion and reduced aggressive driving

17
Guidance on When to Use
Mn/DOTs Dynamic Late Merge Study
  • Lane closures from 2 lanes down to 1
  • Hourly Volume exceeds 1500 vehicles for at least
    2 hours per day
  • Lane Closure will be in place for at least three
    days
  • These guidelines are preliminary and will be
    adjusted with more experience

18
DLMS Acceptance
Mn/DOTs Dynamic Late Merge Study
  • Many positive comments from field project
    personnel, motorists and the media
  • State Patrol has been very supportive
  • Since the first deployments, many motorists have
    requested that the system be utilized on more
    projects

19
System Costs
Mn/DOTs Dynamic Late Merge Study
  • Detection approximately 300 per day3 PCMS cost
    600 per daytotal of 900 per day per direction
  • System costs generally total 1 3 of overall
    project costs

20
Future use of Dynamic Merge
Mn/DOTs Dynamic Late Merge Study
  • Expanding the use of these systems on a number of
    projects this construction season.
  • Including as a pay item in construction projects.
  • Also require the vendor to be on QPL.
  • As vendors increase, cost will drop

21
QuestionsDLMS Study Report Available
Onlinewww.dot.state.mn.us/trafficeng/workzone
Mn/DOTs Dynamic Late Merge Study
Minnesota Department of Transportation DLMS
Summary of Experience Marthand Nookala July
2005Mississippi Valley Conference
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