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HR-25-05: Mooretown Road and Lightfoot Road - York County

HR2505 Overview Map

Mooretown Road (Route 603) and Lightfoot Road (Route 646) between East Rochambeau Drive and north of Richmond Road (Route 60)

Project Purpose

The study area includes Mooretown Road (Route 603) and Lightfoot Road (Route 646) between East Rochambeau Drive and north of Richmond Road (Route 60). The Lightfoot Road interchange has increased usage with housing, recreational and shopping developments. This study will look at ways to improve the traffic flow in this area, as the route from the interchange to Richmond Road (Route 60) and other shopping areas is not direct, creating several congested intersections. This study will focus on improving roadway and pedestrian safety, multimodal accessibility/connectivity (bicycle, pedestrian and transit), and transportation demand management (TDM) needs. It is intended to assess mid-term to long-term challenges/opportunities and will identify project recommendations that can be advanced for federal, state and local funding opportunities.

Survey

The Phase 2 survey regarding proposed alternatives for Mooretown Road (Route 603) and Lightfoot Road (Route 646) between East Rochambeau Drive and north of Richmond Road (Route 60) in York County was completed in November 2025. The study team will use the input obtained from the public as it refines the alternatives and performs planning-level cost estimation before selecting the preferred alternative(s) to address the identified needs.

Study Partners

  • York County
  • Hampton Roads Transportation Planning Organization (HRTPO)

Key Points of Contact

District Lead: Jerry Pauley 

Lead Consultant: Karzan Bahaaldin

Schedule

Start date: March 2025

End date: August 2026

Study Documents

Dates Number of Participants (unique individuals)
May 14-30, 2025
742

 

The following needs have been identified for this study. Do you agree with these needs?
Safety improvement 83%
Transportation demand management (TDM) 78%
Pedestrian safety improvement 45%
Transit access 40%
Pedestrian access 38%
Bicycle access 37%

 

Rank the following needs in order of importance to you along the study area.
Reducing traffic congestion 96%
Corridor safety / intersection safety 82%
Proper pavement marking and signage 75%
Pedestrian safety and accessibility 74%
Speeding / aggressive driving 70%
Public transit access and service 72%
Bicycle safety and accessibility 68%

 

Which of the following safety issues concern you?
Difficulty weaving / merging 47%
Sudden stopping / rear-end crashes 46%
Lack of sidewalks / missing sidewalks 46%
Speeding / aggressive driving 45%
Inadequate pavement marking and signage 37%
Insufficient / missing crosswalks and pedestrian signal timing 35%
Running red lights 33%
Inadequate lighting 25%
Side-impact crashes 23%
Inadequate bicycle facilities 21%
Inadequate transit / bus stops 14%
Closely spaced driveways 10%
Lack of ADA ramps and accessibility 9%
Other 7%

 

What mobility issues do you typically experience when using the study area?
Difficulty making left turns 55%
Poor signal coordination 52%
Lack of turn lanes 50%
Vehicles blocking entrances 45%
Difficulty accessing businesses 28%
Difficulty when riding a bicycle 13%
Difficulty when walking 11%
Other 5%

 

What mode(s) of travel do you use when traveling along the study area?
Personal vehicle 99%
Cycling 8%
Walking 5%
Truck or commercial vehicle 4%
Taxi / Uber / Lyft 2%
Metro bus, local bus, or commuter bus 1%
Carpool / Vanpool 0%
Other 0%

 

The Phase 2 survey regarding proposed alternatives for Mooretown Road (Route 603) and Lightfoot Road (Route 646) between East Rochambeau Drive and north of Richmond Road (Route 60) in York County was completed in November 2025.

Dates Number of Participants (unique individuals)
November 10-24, 2025 283

 

Intersection #1: Lightfoot Road at Mooretown Road

Four alternatives are proposed for this intersection, including a quadrant roadway (northeast), quadrant roadway (northwest), roundabout, and modified conventional intersection.  

Alternative #1: Quadrant Roadway (Northeast)

The maximum queue for the northbound left-turn extends past the available storage and spills into the through movement during the AM peak hour and PM peak hour. Rerouting left turns from the intersection allows for fewer traffic signal phases at the main intersection, which provides more time for through and right-turn vehicles. This alternative also reduces the number of conflict points and decreases weaving issues from Route 199 (Humelsine Parkway).

  • Left-turn movements are restricted at the main intersection.
  • Restricted movements use the connector road.

For more information on how this innovative intersection would function, see the following links:

  1. VDOT's Innovative Intersections: Quadrant Roadway
  2. Video: VDOT's Innovative Intersections: Quadrant Roadway

Please rate this proposed concept on a scale of 1 to 5. (255 respondents)

  1. Strongly oppose 2. Somewhat oppose 3. Neutral 4. Somewhat support 5. Strongly support
Alternative #1: Quadrant Roadway (Northeast) 32% 22% 19% 20% 7%

 

Alternative #2: Quadrant Roadway (Northwest) 

The maximum queue for the northbound left-turn extends past the available storage and spills into the through movement during the AM peak hour and PM peak hour. Rerouting left turns from the intersection allows for fewer traffic signal phases at the main intersection, which provides more time for through and right-turn vehicles. This alternative also reduces the number of conflict points and decreases weaving issues from Route 199.

  • Left-turn movements are restricted at the main intersection. 
  • Restricted movements use the connector road. 

For more information on how this innovative intersection would function, see the following links:

  1. VDOT's Innovative Intersections: Quadrant Roadway
  2. Video: VDOT's Innovative Intersections: Quadrant Roadway

Please rate this proposed concept on a scale of 1 to 5. (242 respondents)

  1. Strongly oppose 2. Somewhat oppose 3. Neutral 4. Somewhat support 5. Strongly support
Alternative #2: Quadrant Roadway (Northwest) 35% 24% 18% 17% 5%

 

Alternative #3: Roundabout (Single-Lane) 

The roundabout is designed to improve operations and safety. This alternative would reduce the number of conflict points and reduce possible weaving issues from Route 199.

  • Replace traffic signal with a single-lane roundabout. 
  • The northbound right-turn will have a free-flow slip lane. 
  • All traffic moves counterclockwise around the intersection. 

For more information on how this innovative intersection would function, see the following links:

  1. VDOT's Innovative Intersections: Roundabouts
  2. Video: VDOT's Innovative Intersections: Roundabouts 

Please rate this proposed concept on a scale of 1 to 5. (258 respondents)

  1. Strongly oppose 2. Somewhat oppose 3. Neutral 4. Somewhat support 5. Strongly support
Alternative #3: Roundabout (Single-Lane) 33% 5% 7% 18% 38%

 

Alternative #4: Modified Conventional Intersection 

The maximum queue for the northbound left-turn extends past the available storage and spills into the through movement during the AM peak hour and PM peak hour. This alternative prioritizes the utilization of the eastbound right-turn lane. This is the heaviest movement in the AM peak hour and PM peak hour, improving the intersection operations.

  • Modifying the eastbound approach from an exclusive left-turn lane and a shared through/right-turn lane to an exclusive right-turn lane and a shared left-turn/through lane. 
  • The rest of the intersection will remain unchanged.

Please rate this proposed concept on a scale of 1 to 5. (242 respondents)

  1. Strongly oppose 2. Somewhat oppose 3. Neutral 4. Somewhat support 5. Strongly support
Alternative #4: Modified Conventional Intersection 17% 15% 26% 27% 15%

 

Alternative #5: Do-Nothing

  • Under the Do-Nothing Alternative, the intersection would remain as it is today. VDOT would continue maintenance and repairs, as needed, with no substantial changes to capacity or management activities. 

Please rate this proposed concept on a scale of 1 to 5. (238 respondents)

  1. Strongly oppose 2. Somewhat oppose 3. Neutral 4. Somewhat support 5. Strongly support
Alternative #5: Do-Nothing 45% 16% 18% 11% 10%

 

Intersection #2: Mooretown Road at East Rochambeau Drive

Three alternatives are proposed for this intersection, including a continuous green-t, roundabout, and modified conventional intersection.

Alternative #1: Continuous Green-T 

The continuous green-t alternative is designed to improve the intersection’s safety by reducing vehicle conflict points. This alternative also reduces the number of signal phases.

  • Southbound through movement to operate freely.  
  • Reducing southbound through lane from two lanes to one lane.  
  • Westbound left-turn lane would use the receiving lane at the intersection.

For more information on how this innovative intersection would function, see the following links:

  1. VDOT's Innovative Intersections: Continuous Green-T
  2. Video: VDOT's Innovative Intersections: Continuous Green-T

Please rate this proposed concept on a scale of 1 to 5. (222 respondents)

  1. Strongly oppose 2. Somewhat oppose 3. Neutral 4. Somewhat support 5. Strongly support
Alternative #1: Continuous Green-T 18% 13% 19% 35% 14%

 

Alternative #2: Roundabout  

The roundabout is designed to improve intersection safety by acting as a traffic calming measure, reducing the number of conflict points and addressing possible weaving issues.

  • Hybrid roundabout with two lanes in the northbound and southbound directions and one lane in the westbound direction.  
  • Free-flowing slip lane for the northbound and westbound right-turns.

For more information on how this innovative intersection would function, see the following links:

  1. VDOT's Innovative Intersections: Roundabouts
  2. Video: VDOT's Innovative Intersections: Roundabouts

Please rate this proposed concept on a scale of 1 to 5. (237 respondents)

  1. Strongly oppose 2. Somewhat oppose 3. Neutral 4. Somewhat support 5. Strongly support
Alternative #2: Roundabout 43% 15% 5% 15% 22%

 

Alternative #3: Modified Conventional Intersection 

The modified conventional alternative addresses weaving issues between East Rochambeau Drive and Route 199.

  • Removing the channelized westbound right-turn lane. 
  • Adding two dedicated right-turn lanes and one dedicated left-turn lane for the westbound approach. The proposed single westbound left-turn operates acceptably in this alternative.  
  • The rest of the intersection will remain unchanged.

Please rate this proposed concept on a scale of 1 to 5. (225 respondents)

  1. Strongly oppose 2. Somewhat oppose 3. Neutral 4. Somewhat support 5. Strongly support
Alternative #3: Modified Conventional Intersection 16% 21% 20% 30% 13%

 

Alternative #4: Do-Nothing

  • Under the Do-Nothing Alternative, the intersection would remain as it is today. VDOT would continue maintenance and repairs, as needed, with no substantial changes to capacity or management activities. 

Please rate this proposed concept on a scale of 1 to 5. (220 respondents)

  1. Strongly oppose 2. Somewhat oppose 3. Neutral 4. Somewhat support 5. Strongly support
Alternative #4: Do-Nothing 43% 11% 20% 13% 13%

 

Corridor-Wide Improvements

The regional bikeway map, adopted by York County in 2023, recommends installing a bike lane along Lightfoot Road and a shared roadway on Mooretown Road. This bike lane will be incorporated with the preferred alternative selected for each intersection. 

Alternative

  • Bike lane on Lightfoot Road. 
  • On Mooretown Road, bicyclists will share the road with vehicles. A “bicycle warning sign" with "in-road sign” will be installed along Mooretown Road.

Please rate this proposed concept on a scale of 1 to 5. (212 respondents)

  1. Strongly oppose 2. Somewhat oppose 3. Neutral 4. Somewhat support 5. Strongly support
Bike lane on Lightfoot Road and signage 18% 10% 31% 23% 17%

 

Last updated: December 23, 2025

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