sr 60 “twin pairs” - City of Vero Beach

Pedestrian and Bicycle Facilities
A primary objective of the lane reduction project is to create a safer environment for pedestrians and
bicyclists in Downtown. Creating a pedestrian friendly environment is of utmost importance for Downtown
redevelopment efforts. With seven one-way lanes and a 40 mph posted speed, SR 60 presents a barrier
for pedestrians. The only signalized crossing within Downtown is provided at 14 th Avenue. The provision
of on-street parking is expected to increase pedestrian activities along SR 60. The study
recommendations for improving pedestrian safety and encouraging walking within Downtown are listed
below.
Reduce crossing distance (across SR 60) at 14 th Avenue by adding curb extensions
Reduce exposure time for pedestrians crossing at mid-block locations through lane reduction
Increase lateral separation between the sidewalk and travel lanes by converting travel lanes into
on-street parking and landscaping spaces
Reduce speed limit from 40 mph to 35 mph within the project limits
Reconstruct sub-standard ADA facilities within the project limits
Currently four-foot bicycle lanes (plus curb and gutter width) are provided along SR 60. As part of this
project, the existing bicycle lanes are proposed to be widened from four feet to five feet. On eastbound
SR 60, bicycle lanes will remain on the south side, and on-street parking will be introduced on the north
side. On westbound SR 60, bicycle lanes will remain on the north side, and on-street parking will be
introduced on both sides. The proposed width of the parking lane on westbound SR 60 is 11.5 feet
(measured from curb), which is greater than the eight-foot minimum width specified in the FDOT Plans
Preparations Manual (PPM). The increased width of the parking lane should help to minimize conflicts
between bicycle and parking maneuvers. Overall, the provision of five-foot bicycle lanes and the
proposed speed limit reduction are expected to improve safety for bicyclists and encourage the use of
bicycle facilities.
SR 60 “Twin Pairs” Traffic Calming Feasibility Study Page 22