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Email Address FAQ # 6 Red Light Camera Studies: ![]() Engineers who have studied red light running - those who do not stand to gain financially from the use of red light cameras - suggest that cities try alternatives to cameras before installing cameras. Why is that, and what are the alternatives? Part (A) of Answer: One alternative is to lengthen
the
yellow light, which is known to dramatically reduce the number
of cars running the lights. One study - details below -
showed a 69% decrease in violations when a yellow was increased from
4.0 seconds, to 4.5 seconds. Other studies - details below - gave similar results,
and also rated engineering countermeasures such as longer yellows "most
effective" in reducing unintentional
running while enforcement, including cameras, was considered "less
effective." Follow-up Question # 1:
What about "rebound?" Won't drivers get used to the longer yellows, and
resume running the light?
Answer to Follow-up # 1: No, drivers do not adjust, and the violations stay down, do not rebound. Numerous sources confirm that. Here are some - a. One real world
example comes
from Fairfax County, Virginia. This graph shows the 69% decrease
noted above, and that the effect was long-term, with no rebound in the
number of violations.
http://scholar.lib.vt.edu/theses/available/etd-06242004-230619/unrestricted/Thesis_3.pdf, at page 67 b. Another real world
example comes from Mesa, Arizona. Mesa increased left-turn
yellows from three
seconds to four seconds at six photo enforced intersections, saw an
immediate 2/3 (or more) drop in the number
of violators at each intersection - which stayed down with no
rebound - in the 4+
years
after the change. See the before-and-after figures in the big
table at: City
of Mesa Documents.
c. Two more examples of no rebound after an increase in the length of the yellow, are in the City of Commerce, and Redlands. d. Internal documents from the City of San Diego show numerous intersections rejected as camera sites, with the notation, "long yellow - vio(lation) volume not there" - an Industry acknowledgment that at intersections with longer yellows, there will not be enough violations to make the system pay. e. See also the discussion of this question, by traffic engineers, in the Electronic National Dialog on Transportation Operations, at: http://www.ntoctalks.com/opdialog/index.cgi?read=381 . The following is a portion of that discussion. "It has
frequently been claimed that if the yellow is 'too long,' more drivers
will use part
of the yellow as green. More drivers - it was argued - would cross
after yellow onset with long than with short yellow." "Research has consistently shown that drivers do not, in fact, adapt to the length of the yellow." [Determining Vehicle Change Intervals - A Proposed Recommended Practice", ITE, 1985] "Olson and Rothery reported in 1972 that their research showed that drivers were 'virtually' certain to stop if their required deceleration rate was less than 8 feet per second squared [ 0.25 G ] and virtually certain to continue if the deceleration rate required was in excess of 12 feet per second squared [ 0.38 G ]." [Determining Vehicle Change Intervals - A Proposed Recommended Practice", ITE, 1985] Follow-up Question # 2:
OK, running goes down (and stays down, no rebound) when you lengthen
the yellow,
but do accidents also go down?
Answer to Follow-up # 2: Lengthening the yellow also reduces severe accidents. One source is a 2004 study by the Texas Transportation Institute which found (at page 2-20, see graph below), "…an increase in the yellow duration of 1.0 second is associated with an MF [crash frequency] of about 0.6, which corresponds to a 40 percent reduction in crashes." ![]() Another source is more from
the Electronic National Dialog: "The
average implied deceleration rate of the group with the highest crash
rate was slightly over 13 feet
per second squared [ 0.41 G ], and the deceleration rate
for the group with the
lowest crash rate was 8.5 feet per second squared
[ 0.27 G ]." ["Effect of Clearance Interval Timing on
Traffic Flow and Crashes at Signalized
Intersections," Zador/Stein/Shapiro/Tarnoff, ITE Journal, November 1985]
A couple more engineering countermeasures are larger signal
lamps (12" dia. instead of 8") and, where there is no signal light on
the "near side" of the intersection, adding one. Conclusion Most people who intentionally
run signals do so by just a small fraction of a second. On the
other hand, a search through the accident photos
(captured by ticket cameras) that the Industry has posted on the 'net
yields,
almost exclusively, photos of accidents which occurred many seconds
after the light turned red - accidents that most likely were caused by
unintentional running. (Who would deliberately run a signal by
the ten or twenty seconds shown on many of the Industry's
photos?) The preponderance of photos with long red
times among the Industry's crash photos argues that unintentional
running is
more dangerous than intentional running. Engineering
countermeasures such as longer yellows and better markings are more
effective against unintentional running than is enforcement. (1) A reduction of red
light running by ALL drivers, including visitors to town and
unintentional runners - not just the
"locals" who know that there are cameras around.
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