Note this is an excerpt from a longer monograph written earlier this month.
Major Intersections along high-speed
roadways (40 mph and above)--Roundabouts Only
The...Keene [NH] roundabout now going
forward by the NHDOT [New Hampshire Department of Transportation] brings out the key reason why—and real world example--roundabouts
are the only choice for intersections along high speed roads (40 mph and
above)--something, as you know, comes from among others the counsel of Barry
Crown, perhaps the most experienced roundabout designer and software author on
the planet. He deserves major credit (though
with a lot of help and years of volunteer efforts as you well know) for the $60
million Keene Bypass project being stopped and converted to four
roundabouts---one already built handling 60,000 average daily traffic.
The other Keene roundabouts are: (1) the first, a single laner in front
of the Monadnock Region Medical Center and (2) a $4 million all-city-financed
two laner at Marlboro/Main/Winchester Streets which forms a gateway to Keene
State College and along with Central Square defines the downtown core.
High
speed intersections and the roundabout
That fifth Keene roundabout on a 55
mph speed zone will be between the Keene Bypass Roundabout and the Keene Turn
Roundabout 15 miles distant in Brattleboro, about three miles from downtown
Keene at NH 9/Base Hill Road cross intersection. That intersection along a straight section of
NH 9 at the bottom of a long ascending grade to the west has long been a high
accident section. After the latest NHDOT
2010 effort involving a median treatment on NH 9 outward from the intersection
and further tweaking of the signals still led to another fatal crash within two
years. The NHDOT in fact truly wants to address the safety there and
now--finally it must be said—decided to employ the only known treatment for
high speed cross intersections providing a modicum of safety: the roundabout.
To deal with the high speed approach NHDOT also intends to utilize a curving of
the eastbound approach roadway (the downgrade), a recognized treatment, to
constrain approach speeds from the west leg. While the roundabout does
not promise to be a cure all for crashes at high-speed intersections, it surely
will reduce the numbers of crashes, the severity of any resulting injuries and
avoidance of the T-bone crash. And at high-speed intersections benefit
cost for car travel is highest. As you
know, the Maryland State Highway Administration (MSHA) pioneered along with
Florida and Vermont the beginnings of roundabout development in the eastern
United States. And MSHA used roundabout
technology to respond to mostly rural high-speed (40-50 mph on one or more
approaches) intersections where no solutions had been found to crashes with
serious and fatal injuries—roundabouts slashed injury crashes by 88% (see FHWA
website:
http://safety.fhwa.dot.gov/intersection/resources/casestudies/fhwasa09018/
).
The Base Hill Road/NH 9 project for
the NHDOT does stand above in priority in comparison to other choices, such as
the three intersections (perhaps four when you consider the nearby entrance to the
new NH 9 to a major shopping complex) along the Keene Bypass--all
those intersections except Main Street involve no bicycles or walkers. As
you know a fatality for benefit cost analysis is valued at a $6.1 million
cost and an injury $126,000 (FHWA, 1999 dollars). (Note the
excellent Cambridge Systematics paper prepared showing metro fatalities and
injuries more than twice the cost of congestion--the study sponsor, AAA
supports a “zero fatality rate” policy, one it calls for declaration through a
White House safety conference.)
The foregoing, as did my original
message, places the high-speed intersections first and foremost the standard
treatment for high speed intersections. Of course, this entire discussion
does apply at all across the lake in New York State (or Florida, Virginia and
two Canadian provinces, Alberta and British Columbia) where the roundabouts
unless unfeasible remain by policy the preferred treatment. The New York State Department of
Transportation (NYSDOT) backs up their “roundabouts only” policy with a central
office roundabout design unit responsible for review of any NYSDOT investment
in intersections where something other than a roundabout is proposed. The
fatalities along the US 7 corridor in Addison and Chittenden County alone--even
in the absence of bicycle and walker usage--suggest the roundabout treatment
even with acquisition of right of way when needed. Note the Brattleboro
Keene Turn Roundabout at $4 million arguably has already paid for itself in reduced
injuries per year since 1999 when it was built--about 120 injuries based on the
previous five-year rate and not including the one fatality in the last five years
of the signal configuration. And, as you
know, tens of thousands of gallons of gasoline are saved each year at this
intersection through conversion to a roundabout (note the VAOT study of delay).
So, what continues today along US 7
major high speed intersections with sigs or signals amounts to a form of
"Russian highway roulette" whether at Ferry Road in Charlotte,
Ferrisbugh State Highway, VT 103 in Clarendon and the intersections north of
that point to U.S. 4 in Rutland (all fatality crash sites), and yes, Little
Chicago Road in Ferrisburgh. Unfortunately conscious decisions to build
higher injury rate signals rather than roundabouts at US 7/VT 103, Taft Corners
and US 2/Industrial Drive in Williston (now nearing construction and speed
limits along those roadway approaches are 30-35 mph) provide us with a test of
safety performance of intersections where roundabouts were predicted to perform
at a higher level but were rejected for traffic signals. Over the next
few years the wisdom of those choices can be easily observed. Is it not fair today to conclude what will
happen because of the rejection of the roundabout choice will not be
pretty? Finally, the discussion to this point
addresses primarily the car mode only, not walking and bicycling aspect (although a bicyclist fatality did take place
at the US 7/Ferry Road intersection).
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