SLIDE 1 Bill Austin, AICP
MMMPO Executive Director
Jing Zhang, AICP, PTP
MMMPO Transportation Planner
Kaken Dey, Ph.D.
West Virginia University
Beechurst Avenue Corridor Study
SLIDE 2
Project Introduction Existing Conditions and Proposed Alternatives VISSIM Model
SLIDE 3
Project Site. Transportation Network
SLIDE 4
WV DOH Beechurst Ave Study (2003)
SLIDE 5
Falling Run and Beechurst Ave Connection Study
SLIDE 6
Project Site
SLIDE 7
Project Site. Land Use
SLIDE 8 Project Site. Traffic Volume (AADT) 22,788 7,265 20,361 23,150 22,810 19,281
20 40 60 80 100 EB WB 100 200 300 400 SB NB
SLIDE 9
Project Site. Crash
SLIDE 10
Project Site. Pedestrian & Transit
SLIDE 11
Project Site. Land Use
SLIDE 12
Project Site. Past Planning Effort
SLIDE 13
Project Site. Past Planning Effort
SLIDE 14 8th Street Campus Dr Campus Dr Hough St Hough St Fayette St Fayette St Walnut St Walnut St Pleasant St Pleasant St Foundry St Foundry St Hurley St
Existing Lane Configuration Transition
SLIDE 15 Project Site. Existing Operation
1 1 2 2 3 3 4 4
SLIDE 16
Project Site. Existing Lane Configuration
SLIDE 17 Key Issue Corridor Capacity
- Northbound through movement
- Intersection configuration
Multi-model Transport
- Trail connection
- Transit and pedestrian facility
- PRT Station Transfer
Land Use
- Infill/Redevelopment
- Neighborhood Development
- University Development
SLIDE 18 Alternative Development
- Segment Alternatives
- Intersection Alternatives
- Scenarios
SLIDE 19
Alternative Development, Segment
SLIDE 20
Alternative Development, Segment
SLIDE 21
Alternative Development, Intersection
SLIDE 22
Alternative Development, Intersection
SLIDE 23
Alternative Development, Intersection
SLIDE 24
Alternative Development, Intersection
SLIDE 25
Alternative Development, Intersection
SLIDE 26 Scenario I, Minimum Impact
Alternative Development, Scenarios
Scenario II, Minimum Impact + Intersection Improvements Scenario III, ROW Impact + Intersection Improvements Scenario IV, ROW Impact + Significant Intersection Improvements Scenario V, 4 lanes-3 lanes Mix + Intersection Improvements
SLIDE 27 Scenario I, Minimum Impact
No left-turn when
- pposing traffic is
- n green
1 1 1
Pleasant St Fayette St Campus Dr 8th St 6th St 3rd St Foundry St
SLIDE 28 Scenario II, Minimum Impact + Intersection Improvements
1 1 1
Pleasant St Fayette St Campus Dr 8th St 6th St 3rd St Foundry St
th St
SLIDE 29 Scenario III, ROW Impact + Intersection Improvements
1 1 1 2 2
Pleasant St Fayette St Campus Dr 8th St 6th St 3rd St Foundry St
SLIDE 30 Scenario IV, ROW Impact + Significant Intersection Improvements
1 1 1 2 2
Pleasant St Fayette St Campus Dr 8th St 6th St 3rd St Foundry St
SLIDE 31 Scenario V, 4 lanes-3 lanes mix + Intersection Improvements
1 2 3 3 2 1 1
Pleasant St Fayette St Campus Dr 8th St 6th St 3rd St Foundry St
SLIDE 32
What is VISSIM?
VISSIM is a microscopic, time step, and behavior based traffic simulation computer program VISSIM models urban traffic and public transit operations VISSIM can analyze traffic (cars, trucks, pedestrians) and transit (buses, trains, trams) operations under constraints such as lane configuration, traffic composition, traffic signals, transit stops, etc.
SLIDE 33 VIS ISSIM Mic icrosimula lation Appli lications
- Junction Geometry
- Signal control
- Traffic-actuated signal control
- Multimodality
- Multimodal Systems
- Motorway Traffic
- Active Traffic Management
- Public Transport
- Distribution-based dwell time
- Public transport priority
- Emissions Modelling
- Mesoscopic and Hybrid Simulation
- Virtual testing of autonomous
vehicles
SLIDE 34 Beechurst Ave Stu tudy- Existing & Future Scenarios
Existing Condition
- Morning Peak network development
- Geometric data- used Google Maps and field data
- Volume data- MMMPO provided
- Speed, travel time data, signal timing- MMMPO provided
- Evening Peak
Future Scenarios
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SLIDE 35 Sim imula lation Procedure
1) Model Development 2) Initial System Evaluation 3) Model Calibration
- System Calibration
- Operational Calibration
4) Model Evaluation 5) Model Validation
SLIDE 36
Morning Peak Sim imulation Run
SLIDE 37 Comparison between Exis isting scenario & & Proposed Improvement scenarios
Performance Measurers
- Corridor Travel time
- Corridor Delay
- Queue length at intersection approaches
SLIDE 38
Questions?
Thank You!