5 years ago

Draft Plan - Fauquier County

Draft Plan - Fauquier County

f. Lower the travel

f. Lower the travel speeds to 45 miles per hour through innovative design features and where appropriate in the commercial node to 35 miles per hour. g. Plan for improvements that can be accomplished in the short-term. PRIMARY ROAD RECOMMENDATIONS 1. Specific Intersection Improvements Intersection of Route 29 and Route 215 (Vint Hill Road) The Route 29/Vint Hill Road intersection is an at grade signalized three-way intersection, with two southbound and two northbound through lanes, and a single lane intersecting from the east. The northbound approach of the intersection has poor sight distance due to the grade and queues that form during the peak periods of traffic. A significant number of rear end collisions have occurred at this approach, necessitating the placement of rumble strips and cautionary signage. Significant back-ups occur in the southbound direction during the PM peak hour. The Route 29/Vint Hill Road intersection is located in the Buckland Races historic battlefield area. The current roadway grades remain unchanged over the years, making visualization of the battlefield movement realistic. Due to its location in an historic area, proposed efforts to improve the intersection should take into consideration the potential impact on the viewshed and minimize the footprint of the improved intersection. Rather than proposing a grade-separated intersection, which would have a significant adverse impact on the historic context, a more context sensitive solution, a Continuous Green T configuration is recommended for this intersection. 18 With this improvement, the level of service would be D in the AM peak period and C in the PM peak period in 2030. The capacity on Route 29 would be maximized since the southbound traffic would be a continuous flow. 18 The Continuous Green T Intersection allows the main line through traffic of a T intersection to pass through the signalized intersections without stopping (the top side of a T) while eliminating the conflict with vehicles turning left onto the main line. With a Continuous Green T Intersection design the main through movement on the main line approach to the intersection has a continuous steady green arrow traffic signal and left turning vehicles enter into an acceleration lane that merges with the main line of traffic. Adopted April 12, 2007, Revised October 8, 2009, Draft Revisions March 1, 2013 60

Adopted April 12, 2007, Revised October 8, 2009, Draft Revisions March 1, 2013 61

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