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MD 214 Transportation Facility Planning Study April 25, 2019 - - PowerPoint PPT Presentation
MD 214 Transportation Facility Planning Study April 25, 2019 - - PowerPoint PPT Presentation
MD 214 Transportation Facility Planning Study April 25, 2019 DPWandYOU.com | Making a difference, together AGENDA Existing Traffic Volumes & Level of Service Travel Forecasting Future Traffic Volumes & No-Build Level of
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AGENDA
- Existing Traffic Volumes & Level of Service
- Travel Forecasting
- Future Traffic Volumes & No-Build Level of Service
- Development & Analysis of Alternatives
- Costs
- Impacts
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Existing Traffic Volumes
- 13-hour weekday and 5-hour Saturday turning movement counts
(11/2/17-11/14/17)
- 1. MD 214 at MD 468
- 2. MD 214 at Loch Haven Road
- 3. MD 214 at Selby Boulevard / River Road
- 4. MD 214 at Turkey Point Road
- 5. MD 214 at Shoreham Beach Road
- 6. MD 214 at Mayo Avenue / Rogers Road
- 7. Shoreham Beach Road at Triton Beach Road
- 48-hour volume, speed, and vehicle classification counts at 9 locations
(11/14/17-11/16/17)
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Existing Traffic Volumes
A 48-Hour Traffic Count Location
AM (PM) [Weekend] Peak Hour Volume
A B C D
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Existing Traffic Volumes
E H F G I A 48-Hour Traffic Count Location
AM (PM) [Weekend] Peak Hour Volume
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Existing Traffic Volumes
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Existing Level of Service
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Travel Forecasting
- Developed year-2040 volumes
- Baltimore Metropolitan Council Regional Travel Demand Model
- Regional growth outside the peninsula
- Institute of Transportation Engineers Trip Generation Manual
- Potential residential & retail development
- Summit School expansion
- Mayo Peninsula Parks Traffic Impact Study
- Development/redevelopment at:
- Glebe Heights Park
- Mayo Water Reclamation Facility (WRF) Park
- South River Farm Park
- Beverly Triton Park
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Future Traffic Volumes
A 48-Hour Traffic Count Location
AM (PM) [Weekend] Peak Hour Volume
A B C D
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Future Traffic Volumes
E H F G I A 48-Hour Traffic Count Location
AM (PM) [Weekend] Peak Hour Volume
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Future Traffic Volumes
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Future No-Build Level of Service
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Development and Analysis of Alternatives
- Initial analysis of all intersection options assumed MD 214 would remain two-lane road
- Two-lane road could not accommodate 2040 traffic from MD 468 to River Road
- 3 corridor options evaluated from MD 468 to River Road
- 4-lanes section (2 in each direction)
- 3-lane reversible (2 lanes WB AM / 2 lanes EB PM)
- 3-lane section (1 lane WB, 2 lanes EB)
- Recommended corridor alternative:
- 4 lanes from MD 468 to Loch Haven Road
- 2 EB lanes and 1 WB lane from Loch Haven Road to River Road
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Development and Analysis of Alternatives
- Each roadway alternative includes:
- Bikes lane in each direction on MD 214 from MD 468 to Mayo Road
- Bikes lane in each direction on Shoreham Beach Road from MD 214 to
Triton Beach Road
- Shared-use path along north side of MD 214 from MD 468 to Shoreham
Beach Road
- Shared-use path along south side of Shoreham Beach Road from MD
214 to Triton Beach Road
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Development and Analysis of Alternatives
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Development and Analysis of Alternatives
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Development and Analysis of Alternatives
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Development and Analysis of Alternatives
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Development and Analysis of Alternatives
- MD 214 at MD 468
- 2 alternatives
- Option 1 – MDOT SHA proposed WB left-turn lane
- Option 2 – WB left-turn lane, 2nd EB thru lane, EB right-turn lane)
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Development and Analysis of Alternatives
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Development and Analysis of Alternatives
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Development and Analysis of Alternatives
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Development and Analysis of Alternatives
- MD 214 at Loch Haven Road
- Developed 10 alternatives
- 7 Options assumed MD 214 remained two lanes
- All 7 Options failed to accommodate 2040 traffic
- 3 Options retained and modified to add a second EB lane on MD 214
- Option 5 – Continuous-Green-T
- Option 8 – Two-Lane Roundabout
- Option 10 – Signalized Intersection w/SB Right-Turn Lane
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Development and Analysis of Alternatives
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Development and Analysis of Alternatives
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Development and Analysis of Alternatives
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Development and Analysis of Alternatives
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Development and Analysis of Alternatives
- MD 214 at Selby Boulevard / River Road
- Developed 2 alternatives
- Option 1 – Add EB & WB left-turn lanes
- Option 2 – Roundabout
- Future volumes do not warrant a traffic signal
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Development and Analysis of Alternatives
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Development and Analysis of Alternatives
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Development and Analysis of Alternatives
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Development and Analysis of Alternatives
- MD 214 at Shoreham Beach Road
- No capacity improvements recommended
- Realignment evaluated to improve safety
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Development and Analysis of Alternatives
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Development and Analysis of Alternatives
- Shoreham Beach Road at Triton Beach Road
- Developed 3 alternatives
- Option 1 – Roundabout
- Option 2 – Realign Shoreham Beach Road approach
- Option 3 – Realign Triton Beach Road approach
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Development and Analysis of Alternatives
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Development and Analysis of Alternatives
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Development and Analysis of Alternatives
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Development and Analysis of Alternatives
- MD 214 at River Club Drive
- Developed 2 alternatives
- Option 1 – Roundabout & realigned WRF access
- Option 2 – EB & WB left-turn lanes and realigned WRF access
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Development and Analysis of Alternatives
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Development and Analysis of Alternatives
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Development and Analysis of Alternatives
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Development and Analysis of Alternatives
- MD 214 at Carrs Wharf Road/Mayo Ridge Road
- Realignment with a roundabout evaluated to improve safety at the offset
Intersection
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Development and Analysis of Alternatives
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Costs
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Impacts
- Right-of-way for widening (~6.4 acres)
- Right-of-way for storm water management (~10.9 acres)
- Side ditches
- Ponds
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Bureau of Utility Operations
24-Hour Emergency Water Services: (410) 222-8400 Billing Inquiries: (410) 222-1144
Bureau of Waste Management Services
Bulk Trash Service/Curbside Collections: (410) 222-6100
Bureau of Highways
Northern District: (410) 222-6120 Central District: (410) 222-7940 Southern District: (410) 222-1933 Traffic Lights/Signs: (410) 222-1940
Bureau of Engineering
General Inquiries: (410) 222-7500
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