Advancing active mobility in greater Prince William, Virginia

Tag: Design Public Hearing

Our Comments on the Old Bridge Rd/Occoquan Rd Intersection Project

On February 3, 2022, the Prince William County Department of Transportation held a Design Public Hearing for its $11.85 million project to straighten the curve on Old Bridge Road near its intersection with Occoquan Road.   Below are Active Prince William’s written comments on the proposed design of that project.  View the public hearing brochure and the public hearing presentation to see the proposed design.


Active Prince William submits the following comments for the Design Public Hearing for the above-referenced project.  Our all-volunteer organization seeks improved active mobility and public transportation throughout greater Prince William, to create more livable, equitable, and sustainable communities.

Our concerns with the proposed design for this intersection-reconstruction project can be summarized as follows: 1) lengthened crosswalks, 2) inadequate replacement sidewalks, 3) lack of bicycling accommodations, and 4) excessive design speeds.

Although framed as a “safety improvement”, this project does little to make walking, bicycling, or transit access safer.  At the same time, this project would promote speeding and add unnecessary vehicle capacity.

According to the traffic crash reports compiled by the Virginia Department of Motor Vehicles, Prince William County experienced a total of 804 traffic crashes involving pedestrians or bicyclists during the past decade (2012-2021), resulting in 232 severe injuries and 53 deaths among people walking or bicycling.  Undoubtedly, the excessive design speeds on Prince William County’s multilane arterial roadways are largely responsible for this carnage affecting people walking and bicycling, while also causing many additional deaths and severe injuries to the drivers and occupants of motor vehicles.

According to VDOT’s 2019 traffic count data, Old Bridge Road (VA 641) had an AADT of 53,000 west of Occoquan Road and an AADT of 45,000 east of Occoquan Road, whereas Occoquan Road (VA 906) had an AADT of 13,000 south of Old Bridge Road and an AADT of 2800 north of Occoquan Road.  However, those traffic volumes will likely decrease once the southbound bottleneck on I-95 south of Mile-Marker 160 is fixed.

Lengthened Crosswalks

The proposed design would lengthen all three marked crosswalks at this intersection.  With the added right-turn lane on eastbound Old Bridge Road, the Old Bridge Road crosswalk would become eight lanes wide.  The crosswalk across the southern leg of Occoquan Road would remain six lanes wide, and the crosswalk across the northern leg of Occoquan Road would now cross four lanes of traffic, including the separated right-turn pocket from westbound Old Bridge Road.

To help mitigate the adverse impacts of those longer crosswalks, the design should create protected median pedestrian refuges in each crosswalk.  In addition, whenever pedestrian crossing signals are activated, leading pedestrian intervals should be triggered to give the crossing pedestrians a head start over both right-turning and left-turning vehicles.

Moreover, serious consideration should be given to not adding right-turn lanes on eastbound Old Bridge Road and/or southbound Occoquan Road and to eliminating one or two of the existing turn lanes on northbound Occoquan Road.

On eastbound Old Bridge Road, the existing curb lane approaching Occoquan Road should be redesignated for right turns only, rather than adding a new right-turn-only lane.  The VDOT traffic data show that the Old Bridge Road leg east of Occoquan Road carries 8,000 fewer vehicles/day than the Old Bridge Road leg west of Occoquan Road, indicating that two eastbound straight-through lanes are sufficient at that location.

On southbound Occoquan Road, which carries only 2800 vehicles/day, a short right-turn pocket with a pork chop island pedestrian refuge could be created as an alternative to the proposed new right-turn-only lane.

On northbound Occoquan Road, one of the two existing left-turn-only lanes could be eliminated and/or the right-turn lane replaced with a short right-turn pocket with a pork chop island pedestrian refuge.

The overall objective should be to shorten, not lengthen, the three existing crosswalks.  

 Inadequate Replacement Sidewalks

The proposed replacement sidewalks, along both sides of both roads, are only five feet wide and separated from the roadway by only a four-foot-wide grass buffer.  While this does represent a modest improvement over the existing deficient sidewalks, the replacement sidewalks should be both wider and separated farther from the roadway.

Walking just four feet away from a busy multilane roadway is noisy and unpleasant, and five-foot-wide sidewalks do not comfortably accommodate two-way pedestrian traffic or walking two abreast.

Furthermore, in winter, snow and ice plowed onto such narrowly buffered sidewalks from the adjacent roadway can render such sidewalks impassable for many days and weeks.  In the summer heat, the absence of street trees growing within a viable tree-planting strip makes walking without shade miserable.

In addition, the proposed sidewalks are devoid of much-needed pedestrian amenities such as benches, pedestrian-scale streetlights, and bus shelters.

The realignment of Old Bridge Road will abandon much of the existing roadway along the south side of that road.  That abandoned roadway provides ample right of way to build a wider and better-separated replacement sidewalk at that location.

For future projects, the County should revise its road-design standards to provide better pedestrian accommodations.

Lack of Bicycling Accommodations

Old Bridge Road and Occoquan Road both lack bicycling accommodations, so they are not Complete Streets.  Without even a sidepath (a wide sidewalk intended for both bicycling and walking), these roadways should be restriped or rebuilt with at least conventional (striped) on-road bicycle lanes.

Besides improving bicycling conditions, conventional on-road bicycle lanes enhance the pedestrian environment by increasing the separation between the sidewalk and vehicle traffic and by shortening pedestrian crossings of the vehicle lanes at intersections.

Old Bridge Road has overly wide 12-foot travel lanes, the width used on Interstate highways with 70+ MPH design speeds.  Thus, bike lanes could easily be retrofitted on Old Bridge Road at any time, simply by restriping its six 12-foot-wide travel lanes as six 11-foot-wide travel lanes and reallocating the freed-up space for bike lanes.  When added to the existing two-foot-wide concrete gutter pans, the freed-up space would produce five-foot-wide bicycle lanes, meeting the AASHTO minimum width.  Some additional space for bike lanes (or wider medians) could be created by narrowing all left- and right-turn lanes to 11 feet as well.

Since Occoquan Road has only 11-foot lanes, narrowing those lanes to create bike lanes—while still somewhat feasible—might not be approved by VDOT.  However, it is readily feasible to modify the current project to redesign the rebuilt north leg of Occoquan Road to incorporate five-foot bike lanes in both directions.

The south leg of Occoquan Road has at least four travel lanes between Old Bridge Road and US-1 yet had an AADT of only 13,000 in 2019.  This roadway is thus a prime candidate for a four-lane to three-lane road diet, producing a roadway with only one travel lane per direction, a two-way left-turn lane in the center, and two one-way bicycle lanes.

Such roadway reconfigurations, if managed by VDOT during scheduled roadway resurfacing, are highly cost effective and are accomplished at no cost of the County.  Prince William County should coordinate with VDOT to retrofit bike lanes on the entirety of Old Bridge Road and of Occoquan Road whenever those roadways are next scheduled for periodic resurfacing.  If either roadway is reconfigured before the current project is completed, the current project should ensure that those bike lanes are incorporated into the final roadway striping plan for the rebuilt segment.

Excessive Roadway Design Speeds

At the public hearing, project staff reported that the proposed design would preserve the present 35 MPH posted speed limit on Old Bridge Road and aims for a 40 MPH design speed.  Those speeds are too high for an arterial roadway through a commercial corridor with nearby residential neighborhoods and a large park-and-ride facility.

Project staff also noted the traditional highway engineering practice of posting speed limits based on the observed speeds of the motorists that use the roadway (i.e., the 85th percentile speed).  Such an antiquated and dangerous practice is the opposite of a safe systems approach; namely, engineers should select roadway design speeds and standards that allow pedestrians and bicyclists to survive most collisions with motor vehicles.

Narrowing the lanes on Old Bridge Road to 11 feet (or less) would be one simple step to reduce the excessive design speed on this roadway.  In addition, the curb-return radii at all corners of this intersection should be reduced to conform to the 30 MPH design speed that is appropriate for this roadway.

Thank you for considering our comments as you finalize the design of this project.

Sincerely,

Allen Muchnick and Mark Scheufler, co-chairs Active Prince William

###

Our Final Comments on the Proposed Route 234-Brentsville Road Interchange Design

PWC’s Proposed Route 234-Brentsville Road Interchange (a grade-separated interchange with continuous green-T intersections).  To see the details, view the design display boards from the December 8 public hearing.

March 18, 2022 Update:  The County has posted this followup video presentation on the proposed project design, and a virtual followup public meeting is scheduled for March 22 at 6 pm.

Several of our concerns with this project are currently being addressed (although the trail bridge over Rte 234 just east of the interchange is merely being “studied” at present).

However, all trail connections to and from Rte 234 Business and the long-planned future trail along Route 234 North would still require a two-step at-grade crossing of 12 signalized traffic lanes at the rebuilt intersection of Bradley Cemetery Way and Rte 234 Business, and two of the original six at-grade trail crossings of free-flowing highway ramps would remain.  Those remaining design flaws would still create considerable delays and hazards for trail users.


Active Prince William submitted the following public comments to the Prince William County Department of Transportation in response to its December 8, 2021 Design Public Hearing on its proposed Interchange at Route 234 and Brentsville Road.  The public comment period closed on December 18, 2021.


The advertised design of the above-referenced project does not safely and effectively accommodate people bicycling, walking, or using other active transportation modes through the project area.  The design of the advertised non-motorized connections should be revised substantially to provide reasonable access and safety for people who are not traveling inside motor vehicles.

1) The Proposed Design Includes Too Many Dangerous At-Grade Trail Crossings of Free-Flowing, High-Speed Highway Ramps

This interchange is the connection point for Prince William County’s two major east-west cross-county shared-use paths; namely, the asphalt sidepaths along Route 294 (Prince William Parkway) and Route 234 South (Dumfries Road).  While the proposed design does include a circuitous shared-use path, meandering through the center of the interchange, that links both major paths, this advertised path connection would require people walking or bicycling to cross five separate at-grade crossings of high-speed highway ramps without any protection from traffic signals.  This tortuous path connection is not merely long, indirect, slow, and tedious; it is extremely hazardous and will both significantly deter trail use and lead to multiple pedestrian and bicycling injury crashes and eventually to traffic deaths.

Four of the six at-grade trail crossings of free-flowing, high-speed highway ramps that are included in the advertised design

Since this proposed interchange would create near-Interstate-highway-quality, free-flow connections for motor vehicles from all five approaches, it is unconscionable to have any at-grade trail-roadway crossings in this project. 

Rather than connect the two existing major trails via five at-grade highway ramp crossings within the center of the interchange, bicyclists and pedestrians should instead be routed near the eastern and northern perimeters of this interchange via pedestrian/bicycle overpasses of three legs of this intersection; namely, Route 234 South, Route 294, and Route 234 Business.   While all three pedestrian/bicycle overpasses proposed below are clearly warranted for safe and equitable access, they are listed above in priority order.

With that said, the trail approaches to many of the proposed at-grade roadway crossings in the present design are often very short and nearly parallel to the crossed roadway, especially at most of the four at-grade roadway crossings near the intersection of Bradley Cemetery Way and Route 294.  With such closely spaced crosswalks and sharply bent trail approaches, a bicycle rider would need to fully stop well before reaching the crosswalk, dismount, and manually reposition her bicycle to clearly view the approaching cross-traffic, and she will thus require much larger gaps in traffic to safely cross each roadway ramp.  The clustering of some of these crosswalks and the resulting short path segments between them would also likely create conflicts and collisions with any trail users approaching from the opposite direction.  If the final design retains any at-grade roadway crossings, the trail approaches should be as perpendicular to each crossed roadway (or in direct line with each crosswalk) as possible and substantially longer than the crosswalk itself.

The advertised design includes four closely spaced at-grade path crossings of free-flowing highway ramps near Route 294

The proposed shared-use path junction for the sidepath along Brentsville Road, near the southern end of the intersection, is also poorly designed.  The approach of the Brentsville Road sidepath to the Ramp C crossing is far too close and nearly parallel, not perpendicular, to Ramp C.  In addition, the Brentsville Road sidepath joins the longer path leading to Route 234 South at a sharp 90-degree angle, rather than making gentle Y-shaped connections much farther east of Ramp C.  The latter design flaw is replicated at the path junction near Bradley Cemetery Way and Route 234 Business.  Published AASHTO and VDOT guidance describe how to design appropriate path connections for people riding bicycles at 15 to 20 MPH.

The sidepath along Brentsville Road is poorly designed at its northern end near the Ramp C crossing.

 

2) Separating Shared-Use Paths from High-Speed, Free-Flowing Vehicle Traffic is a Long-Standing Practice in Northern Virginia

The practice of designing and building high-quality shared-use paths along and/or across limited-access highways without any at-grade road crossings has at least a 40-year history in Northern Virginia.  When the Virginia Department of Transportation designed and built I-66 in Arlington circa 1980, it established a continuous 10-foot asphalt path immediately adjacent to that highway with zero at-grade roadway crossings for the more than four miles between N Scott St in Rosslyn and the City of Falls Church at N Van Buren St and Route 29.

The 45-mile Washington & Old Dominion (W&OD) Trail, which runs from Shirlington to Purcellville, is Northern Virginia’s preeminent active transportation and recreation facility, largely because it has zero at-grade crossings of fast or busy roadways that are not protected with traffic signals.

In Arlington, the W&OD Trail benefits from both local roadway overpasses of the adjacent I-66 to cross under N. Ohio St and N. Patrick Henry Dr and stream underpasses for the adjacent Four Mile Run to cross under N. Sycamore St, N. Wilson Blvd, N. Carlin Springs Rd, and Arlington Blvd.  As a result, the W&OD Trail has zero at-grade roadway crossings for the nearly four miles between Columbia Pike and the Falls Church line at N Van Buren St.

For at least the past 30 years, NOVA Parks (formerly NVRPA) has required all builders of new or widened roads across its W&OD Trail to include a grade-separated crossing for the trail.  As a result, the W&OD Trail west of Four Mile Run now includes more than two dozen separate trail overpasses or underpasses at Route 29 in East Falls Church, Route 7 in Falls Church, I-495, American Dream Way, Reston Parkway, Town Center Parkway, Fairfax County Parkway, Herndon Parkway East, Center St in Herndon, Herndon Parkway West, Church Road, Atlantic Blvd, Route 28/Sully Road, Pacific Blvd, Loudoun County Parkway, Ashburn Village Blvd, Claiborne Parkway, Belmont Ridge Road, Battlefield Parkway SE, Route 15, Plaza St SE, Route 7/Harry Bryd Hwy, the Route 9/Route 7 Interchange, and the Route 287/Route 7 Interchange.  Many of those grade-separated roadways have lower traffic speeds and/or volumes than Routes 234 and 294.

Currently, the I-66 Outside the Beltway Express Lanes Project is in the process of building 11 miles of shared-use paths adjacent to I-66 in Fairfax County, as well as safe bicycle and pedestrian facilities on nearly all of the roads that cross I-66.  These new bicycle and pedestrian connections have been carefully and creatively designed to avoid at-grade roadway crossings, especially crossings with free-flowing, high-speed traffic.

Operated by the National Park Service’s George Washington Memorial Parkway unit, the 18-mile Mount Vernon Trail between Rosslyn and the Mount Vernon Estate is another premier shared-use path in Northern Virgina.  Because it follows the Potomac River, the Mount Vernon Trail has always had few at-grade road crossings.  Nevertheless, many millions of dollars have been invested over the years to remove busy at-grade highway ramp crossings near Reagan National Airport, and—with no highway ramp interruptions—to connect the Mount Vernon Trail to Rosslyn, the Pentagon, and Crystal City and to cross the Potomac River on the Woodrow Wilson Bridge.

In recent years, the Virginia Department of Transportation has been building a network of pedestrian and bicycle overpasses of I-495 and the Dulles Toll Road in the Tysons area, including along Route 7 across the Dulles Toll Road, Trap Road over the Dulles Toll Road in Vienna,  the Jones Branch Connector over I-495 south of the Dulles Toll Road in McLean, and the Tysons One/Old Meadow Road overpass of I-495 near Pimmit Hills.

Bicycling and walking are viable transportation and very popular recreation modes in communities with high-qualify shared use paths, and the absence of at-grade highway ramp crossings is a key contributor to the safety, use, and enjoyment of those paths.  Prince William County will never create the types of high-quality paved trails enjoyed in most other Northern Virginia localities if it continues to build shared-use paths with hazardous at-grade crossings of highway ramps.

 

3) Install a Pedestrian/Bicycle Bridge over Route 234 on the East/South Side of the Interchange to Create a Safe and Direct Connection between the Route 234 and Route 294 Paths

The Route 234 and Route 294 sidepaths–the two major existing bike/ped facilities within the project area—could be linked very safely and directly by building a pedestrian/bicycle bridge between these two trails on the east/south side of the interchange in the vicinity of the Meadows Farms Garden Center.  Because the elevation on the south side of Route 234 is considerably higher than the roadway, no long bridge approach should be needed on that side of the overpass.

Our proposed direct connection of the existing Route 294 and Route 234 shared-use paths via a pedestrian/bicycle overpass of Route 234 on the east side of the interchange near the Meadows Farms Garden Center

 

4) Incorporate Safe and Direct Connections to and from Route 234 Business (Dumfries Road) and the Planned Trail along Route 234 North

Even if the direct pedestrian/bicycle bridge requested above is built, safe and efficient bicycling and walking connections would still be needed to and from all five legs of this interchange; namely Route 294 (Prince William Parkway), Route 234 South (Dumfries Road), Route 234 North (Prince William Parkway), Brentsville Road (Route 649), and Route 234 Business (Dumfries Road).

Although the current Prince William County Comprehensive Plan calls for building a major shared-use path along Route 234 North, the current project design does not depict this future trail or its connections to the four other legs of this interchange.  The current design should be modified to identify the right-of-way and connections for the future Route 234 North shared-use path within the project limits.

Presently, Route 234 Business (Dumfries Road) provides bicycle and pedestrian access to the project area from most of the City of Manassas, the Bradley Square development, and the Godwin Drive corridor.  Bicyclists and pedestrians now readily use Route 234 Business to access Brentsville Rd, the Route 234 South sidepath, and the Route 294 sidepath via the roadways and crosswalks at the two nearby existing Route 234 intersections (and alternatively via Bradley Cemetery Way if desired).

The proposed design, however, would severely degrade this walking and bicycling access to and from Route 234 Business by expanding the limited-access control perimeter and by creating a large new signalized intersection at Route 234 Business and Bradley Cemetery Way.  To access any other leg of the interchange, bicyclists and pedestrians from Route 234 Business (and also the future shared-use path along Route 234 North) would apparently need to 1) cross two separate legs of a large, signalized Route 234 Business/Bradley Cemetery Way intersection—spanning a total of 12 vehicle lanes—2) cross a free-flowing lane of right-turning traffic from northbound Brentsville Road, and 3) finally cross either one or four-additional high-speed highway ramps within the center of the interchange, depending upon one’s destination.  This proposed pedestrian and bicycle access is neither safe nor effective and is a significant degradation of the existing conditions.

The advertised design would require at least a four-stage maneuver for pedestrians and bicyclists using Route 234 Business (or the future shared-use path along Route 234 North) to access any other leg of this interchange: 1) cross five lanes of stopped traffic at Route 234 Business, 2) cross seven lanes of stopped traffic at Bradley Cemetery Way, 3) cross one-lane of free-flowing right-turning traffic from northbound Brentsville Road, and 4) cross either one or four additional highway ramps—located elsewhere inside the interchange–with free-flowing, high-speed traffic, depending upon one’s final destination.

The current design should be modified to add an elevated trail on a berm along the north side of Bradley Cemetery Way, with pedestrian/bicycle bridges over both Route 234 Business and Route 294.  Such an elevated trail would connect the existing Route 294 path with the west side of Route 234 Business and the long-planned future trail along Route 234 North.  Placing this trail connection on a berm along the north side of Bradley Cemetery Way should lower construction costs and improve walking and bicycling conditions by minimizing grade changes along this trail connector between the pedestrian bridges over Route 294 and Route 234 Business.  Integrating these safe and direct grade-separated trail connections as part of the current project should provide them at far lower cost than if constructed later as one or more standalone projects.

Rough alignment of our proposed grade-separated trail connections along the northern perimeter of the interchange, with two relatively short pedestrian/bicycle overpasses of Route 234 Business on the west (connected to future shared-use paths along Route 234 Business and Route 234 North) and Route 294 on the east (connected to the existing Route 294 shared-use path).  Between Route 234 Business and Route 294, the connecting path could be built on a berm along the north side of Bradley Cemetery Way.

 

5) Reduce Interchange Construction Costs by Eliminating Unnecessary Trail and Roadway Features

To offset the cost of adding up to three pedestrian/bicycle bridges, the current design could be modified to eliminate unnecessary features.

If all three pedestrian/bicycle bridges recommended above are built over the eastern and northern edges of this interchange, all currently designed pedestrian/bicycle infrastructure within the center of this interchange would be unnecessary and could be eliminated, including the currently proposed 14-foot-wide shared-use path on the western interchange bridge.

The cost of the western interchange bridge should be further reduced by eliminating the advertised continuous green-T intersection at the exit ramp from southbound Route 234 and by eliminating one of the two northbound travel lanes from Brentsville Road on the western interchange bridge.  Traffic volumes on Brentsville Road, which had an AADT of only 2800 in 2019, will never warrant two northbound lanes through this interchange.  Eliminating one unnecessary travel lane (and potentially also the shared-use path) would reduce the cost of this roadway bridge considerably.  A traffic signal, stop sign, or a roundabout could replace the proposed continuous green-T intersection.

 

To reduce project costs, one northbound lane from Brentsville Road could be eliminated on the western overpass.  This second northbound lane is not warranted by current or future Brentsville Road traffic volumes and was only designed to accommodate an unnecessary continuous green-T intersection for traffic exiting southbound Route 234.  If the advertised design is modified to add all three pedestrian/bicycle overpasses recommended above, the 14-foot wide shared-use path could also be eliminated from this overpass.  The width of the advertised western overpass could thus be reduced 39%, from 67 feet to 41 feet.

Reducing northbound Brentsville Road to a single lane though the interchange would also reduce the widths of the roadway north of the western overpass and the width of the signalized intersection of Brentsville Rd/Route 234 Business at Bradley Cemetery Way.

The Route 234 Business/Dumfries Road roadway is already needlessly wide south of Godwin Drive.  According to VDOT’s 2019 traffic count data, this roadway segment has an AADT of only 8600.  Presently, the Route 234 Business roadway south of Godwin Drive is five lanes wide, whereas only three lanes of roadway (one travel lane per direction plus space for a left-turn lane in the center) would adequately accommodate a future doubling of this Route 234 Business Traffic (i.e., to an AADT of 17,200).

Rebuilding Route 234 Business between Godwin Drive and Bradley Cemetery Way as a three-lane roadway, instead of as a five-lane roadway, would allow the addition of both a shared-use path and a sidewalk within the existing right-of-way along this key road segment.  Moreover, the shared-use path (and not the sidewalk) should be located along the west side of Route 234 Business to align with the west-side path just built within the City of Manassas between Hastings Drive and Donner Drive.

Thank you for considering these comments.  We look forward to seeing a substantially modified final design for the shared-use path connections that will eliminate all at-grade roadway crossings and accommodate safe and reasonably direct pedestrian and bicycle access to and from all five legs of this key interchange.


On December 27, 2021, we submitted the following additional comment:

Building 12-foot-wide travel and turn lanes on Brentsville Road, Route 234 Business, and Bradley Cemetery Way is clearly excessive, since 11-foot-wide lanes are more than adequate for those local, lower-speed roadways.  Designing 11-foot travel lanes on the Brentsville Road bridge over Route 234 would further lower the cost of building that overpass.  With 8-foot-wide paved shoulders included on that overpass, 12-foot-wide travel lanes are most definitely wider than needed.

A narrower Route 234 Business on the north side of Bradley Cemetery Way would also reduce the cost of a pedestrian and bicycle overpass at that location and would shorten pedestrian crossing times if at-grade crosswalks are still included at Route 234 Business and/or Bradley Cemetery Way in the final design.

###

Design Public Hearing for PWC’s Route 234-Brentsville Road Interchange Project, December 8, 2021 at 6:00 PM

Prince William County’s proposed Route 234-Brentsville Road Interchange includes four treacherous at-grade shared-use path crossings of free-flowing high-speed roadways to link the Prince William Parkway and Route 234 sidepaths.   As an alternative to this dangerous and circuitous trail routing, Active Prince William advocates a simple trail overpass on the east/south side of this interchange to safely and directly link Prince William County’s two major trails.

 

From the Office of Coles District Supervisor Vesli Vega:

A public hearing on the proposed Brentsville Interchange Project will be held on Wednesday, December 8th at 6pm at the Lake Jackson Volunteer Fire Department, 11310 Coles Drive in Manassas.

The meeting can also be viewed live online at https://www.pwcva.gov/department/transportation/current-road-projects.  The Project team will make a short presentation beginning at 6:30 p.m. and answer questions for the duration of the meeting.

The purpose of the public hearing is to receive public comments on the design of the Route 234 Brentsville Road Interchange Project and associated Limited Access Control Changes in the Coles Magisterial District.  This Project will involve a change and break in Limited Access Control.

Preview the Project information and Design Public Hearing plans including the environmental documentation on the Prince William County Department of Transportation website at https://www.pwcva.gov/department/transportation/current-road-projects.  [Note: The five linked documents related to the current design are listed at the bottom, with links depicted in green.  The blue links are for the obsolete March 2020 design].

The deadline to submit comments is December 18, 2021.  The public may provide written or verbal comments at the Design Public Hearings, mail them to Ms. Mary Ankers, P.E., Project Manager, at the Prince William County Department of Transportation, 5 County Complex, Suite 290, Prince William, VA 22192, or email them to [email protected].   Please reference “Route 234 Brentsville Road Interchange Project PH Comments” in the subject heading.

Please find the Project Schedule Below:

Transform I-66 Outside the Beltway Design Public Hearings, November 13, 14 & 16

Design Public Hearings
for Transform I-66 Outside the Beltway
November 13, 14 and 16, 2017

The Virginia Department of Transportation (VDOT), in partnership with I-66 Express Mobility Partners (EMP), will host Design Public Hearings on the Transform 66 Outside the Beltway Project regarding plans for the 22.5 mile corridor from I-495 to University Boulevard in Gainesville.

This will be our final opportunity to review and comment on the proposed design of the I-66 Trail, between Gallows Rd. in Dunn Loring and University Blvd. & Rte 29 in Gainesville.

Public Hearing Dates and Locations

All hearing times are from 6:00 p.m. until 8:30 p.m.
A formal presentation will begin at 7 p.m., followed by a public comment period.

Monday, November 13, 2017
for project segment 3 from Route 50 to I-495
Oakton High School Cafeteria 2900 Sutton Road, Vienna, VA 22181

Tuesday, November 14, 2017
for project segment 2 from Route 29 in Centreville to Route 50
Stone Middle School Cafeteria 5500 Sully Park Drive, Centreville, VA 20120

Thursday, November 16, 2017
for project segment 1 from Gainesville to Route 29 in Centreville
Piney Branch Elementary School Cafeteria/Gym 8301 Linton Hall Road, Bristow, VA 20136

Details:

  • View design plans and learn more about the proposed improvements
  • Discuss your questions with staff during the open house
  • Attend the formal presentation, followed by a public comment period
  • Provide oral and/or written comments
  • Comment period through November 29, 2017