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RED LIGHT CAMERAS
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If
you haven't already done so, please read Section
4.5 on the Action page Industry / Police PR - and Ours Including Crash Photos !
On this PR page - scroll down, or click on these
links: 1.
Astroturf Lobbying 1.
Astroturf Lobbying
In
the political arena, Astroturf
lobbying is when a PR firm creates an
artificial grass roots movement by
setting up a local "citizen sponsored"
website, or when the PR firm's
employees post comments to articles in
the local newspapers. Astroturf
lobbying by the camera Industry became
evident when petition drives to ban
cameras in several cities were
met by "cookie cutter" opposition.
When
the petition sponsors examined the
pro-camera websites, they were found
to be owned and operated by a Texas PR
firm employed by ATS. On Aug. 13
and 17, BanCams.com wrote about the
paid opposition. Links: http://bancams.com/does-ats-think-we-are-stupid/
Lest anyone get the impression that ATS is the sole
creator of "citizen supported" websites, here is one
attributed to RedFlex. ![]()
At ATS, Some of
the Astroturf was Manufactured in the
Executive Suite, by a Ph.D. In a May
17, 2011 article the Daily
Herald of Everett,
Washington (heraldnet.com)
exposed extensive
Astroturf commenting on
its red light camera
articles - 43 pro-camera
posts by a person using
the screen name W
Howard. (He also
appeared on the
bancams.com website - he
is in the example, above.) The Herald traced the W Howard posts back to the Arizona office of ATS Vice President for Business Development Bill Kroske Ph.D., whose middle initial is "H." The Herald article showed that Dr. Kroske had posed as a concerned resident of Monroe, Lynnwood, and Everett.
A later article in
the Spokane Spokesman-Review revealed that
Kroske had also posed as a resident of
that city, under the screen name Obie1. On May 18 the stock
of ATS competitor RedFlex jumped 4%. (ATS
is privately held; the stock is not
publicly traded, although Goldman-Sachs is
known to own 1/3 of the shares. See
FAQ # 34 for further details about ATS'
finances.)
Then, in a statement
given to the Herald on May 18, ATS
President and CEO James Tuton said:
So, now that VP
Kroske is suspended, will Tuton be rooting
out the other ATS employees or vendors who
may be responsible for the huge number of
comments by "giggley," "yogilives,"
and the like? Or do they expect us
to believe that Kroske was sufficiently
prolific to be the source of all of it?
Starting in Apr.
2011, Rosenker, using his credential as a
former chairman of the National
Transportation Safety Board,
published numerous pro-camera
"guest columns" in newspapers
around the country. In those columns
Rosenker mentioned his position as Senior
Advisor to the National
Coalition for Safer Roads but never
disclosed that the NCSR is operated
by ATS.
On March 31 someone (not me!) started an "Anti-National-Coalition-for-Safer-Roads" page on Facebook! What about the 1000+ videos ATS began to distribute on May 18? They were attributed to the NCSR, with no mention of ATS, despite Mr. Tuton's pledge, made on the same day, of "honest engagement."
Another ATS VP
Bites the Dust At the same time ATS
was suspending VP Bill Kroske, it was
firing another another top executive,
Senior VP Michael Lenza. The
company also filed suit against him, for
(allegedly) "diverting opportunities away
from ATS."
ATS:
"Honest Engagement? You
Misunderstood Us. We said, 'Oddest
Management'" In May 2011 ATS claimed (see CEO Tuton's statement, above) to have a "Core Value" of "Honest Engagement." But two months later yet another secret ATS lobbyist was exposed, this one in Texas. On July 12 KTRK (ABC) Houston wrote:
For a whole year,
starting in the Summer of 2010, ATS was pounded
in the press and on the 'Net for failing
to disclose its presence (and supporting
money) behind front people (like Rosenker,
Kroske and Clark) and front organizations
(like the NCSR and Keep Houston
Safe). You'd think that by the
following Summer ATS would have figured
out that bad press is bad for business -
but evidently they had not.
More Police
Lining Up to Lobby for ATS On Aug. 18, 2011 the Everett Daily Herald revealed that in Lynnwood, Washington, the deputy chief responsible for negotiating the City's red light camera contract with ATS was asking the company about employment at the same time she was negotiating the contract, and the sergeant who ran the camera program was offering to assist the company with lobbying and marketing. See their emails to ATS at http://www.heraldnet.com/article/20110818/NEWS01/708199929 .
More Bad
Press for the Boys On Oct. 11, 2011 the
Miami New Times ran an article
discussing the pasts of some of ATS'
employees in Florida.
Dr. Kroske Back
in 2012? Was He Ever Gone? A July 2012 Press
Enterprise article
revealed that in April 2012 - ten months
after CEO James Tuton stated he was
"suspended indefinitely," Dr. William
Kroske was still working for ATS, and he
was working hard. He was putting
together a lawsuit to force an anti-camera
initiative off the Nov. 2012 ballot in
Murrieta. His emails to the City,
obtained via a Public Records Act request,
showed him looking for a local
entity or person to "front" the lawsuit,
as the plaintiff. "He was allowed to keep his email address as he closed out his relationships with customers he had been directly involved with during his tenure." "He was not authorized nor was he instructed to make any outreach on behalf of the company on this particular issue." ATS' name did not
appear as plaintiff on the Murrieta
lawsuit, and ATS has refused to admit that
it is funding the suit. For more
information about the lawsuit, see the
Murrieta Documents page.
In April 2013 ATS
distributed a memo containing this
graph...
...and claimed that
two months after ticketing was suspended
in Murrieta, violations had increased
86.9%. The way ATS obtained
that high percentage - by cherry picking
the data - teaches us some important
lessons: For more about ATS
and how they produced this graph, see the
Murrieta
Docs page. 2.
Conventional Lobbying The Industry also
invests heavily in conventional
lobbying. An Apr. 2011 article in the Hartford (Connecticut) Courant revealed that the Industry, and two interested cities, had engaged seven lobby firms to push for pro-camera legislation by the Connecticut legislature. An Aug. 2011 article
in the Orlando (Florida) Sun Sentinel
revealed that ATS spent $1.5 million to
lobby in that state. Baloney from
RedFlex On Dec. 6, 2011 RedFlex held a press conference at
an intersection in Chandler, Arizona, to try to get
Phoenix-area cities to try its collision avoidance
system. During their interview,
the reporter from the local Fox affiliate asked
RedFlex spokesman Tom Herrmann, "Have you tried this
[collision avoidance] anywhere else?" Herrmann replied
(at 2:35), "We have done a test, in Northern
California, and it was very successful."
Six months later, it still was too early to tell: In May 2012 I filed a public records request, for "All writings, presentations or communications concerning the City's collision avoidance system." The Marysville city clerk replied: "There is not any information regarding the Collision Pre-emption System." 3. Their
"Sophisticated Technology" ![]() Yep, that's a camcorder. (Click image to enlarge.) 4.
Dueling Studies - and Candor by Officials The Industry sponsors a lot of studies but
fails to make the most important kind. For
example: In Sep. 2010 I saw a guest
editorial [City's red-light cameras are
mitigation tools, not 'cash-extracting' machines],
where the author, a traffic engineer employed by the
City of Bakersfield, said that the cameras' primary
purpose is to gather data so that "mitigation measures
may be devised." In other words, the pictures,
etc., of red light runners and accidents will tell the
City's engineers what to change in order to cut
accidents. His piece was 604 words long, but he
did not tell us whether mitigation measures had
actually been devised since 2003, the year the cameras
were installed in Bakersfield. Now it's 2012, and nine years should have been long
enough for Bakersfield engineers to study the data and
install simple/cheap mitigation measures, like
brighter street light bulbs at camera enforced
intersections, more and bigger warning signs, better
pavement markings, bigger diameter red lights and more
of them, and longer yellows. We hope the Bakersfield
paper will be so kind as to grant the City engineer a
new guest appearance in their columns, so he can tell
us about the studies they have made and the mitigation
measures they have installed, to stop the running. Most cities have failed to study or install
mitigation measures, despite having had cameras for
many years. Perhaps it is because they know that
such measures would show that the cameras never were
necessary. See FAQ # 6,
Alternatives to Cameras. Because
it would raise the sort of question
posed above (Why hasn't the city
installed mitigation measures?),
the Industry doesn't want the public
to focus on any particular city or
town. To distract us, the
Industry churns out state-wide or
nationwide studies, often by the
authoritative-sounding Insurance
Institute for Highway Safety (IIHS),
always touting the safety benefits of
red light cameras. These studies
are widely available in the popular
media, and many are listed on an Industry
site, so will not be listed
here. Camera
opponents point to several studies
of studies: 1. The 2004 Burkey/Obeng
study, which criticized and reworked
3. The peer-reviewed 2012 University
of South Florida study which criticized None
of us should blindly bet our life on
studies from either side, just because
the studies are numerous or appear to
be independent. Read this article
- It will open your eyes about all
kinds of studies.
5.
Crash Photos Examining
the Crash Photos the
Industry Publishes New 11-6-05,
more added 8-29-07,
8-3-09, 12-11-09, 8-7-12 Or, the Industry photos depict crashes where, after a little examination, it is clear that the running of a red light was not the primary cause of the accident. I did a Google photo search (images.google.com) for "red light camera" and "photo enforcement" and came up with the following. Photo # 1 ![]() Source: October 2002 issue of ITS International (itsinternational.com) The photo above has been widely circulated. It is from Ventura, California (Southbound Mills at Dean), and shows an imminent accident. Someone quickly reviewing the photo might assume it was caused entirely by the white car. However, if we look at the small white numbers in the black strip above the image, we can see that the Late Time, the amount of time that the white car's signal had been red, was 0.3 seconds ("TR 0.3"), and that the white car was in Lane 1. (For more info on how to read Late times, see the purple box in Defect # 7 on the Home page.) That short Late Time raises the question of how the green car got so far into the intersection so quickly after the onset of his green. Did he jump the green? Furthermore, the speed of the white car is indicated as being 51 MPH ("VS 051 MPH") - so in 0.3 second it would cover 22 feet. Thus, at the instant the signal turned red, it would have been 22 feet or less behind the position depicted, probably with its nose well past the limit line - not a violation. I suggest that responsibility for the accident is shared by: 1. The City, which presumably knew that the intersection was problematic (that's supposedly why they put the camera there), and should have had an "all red" interval of at least 0.5 second programmed in the signal, and 2. The driver of the green car, who apparently jumped his green light at high speed (note his skid marks). On a couple occasions in the past, I have asked the Ventura PD about this photo. So far, no additional information has been provided. Maybe, now that I am publishing it with my interpretation, they will respond with their own interpretation. Photo # 2 ![]() Source: Washington Post, Nov. 15, 2004, Page B2 (washingtonpost.com) The photo above, from Duke and Walker streets in Alexandria, Virginia, shows an imminent accident (unless everyone is very lucky). However, it should be noted that the Late Time was 8.1 seconds ("R081"), and that the limit lines have been worn away to the point where they could easily be overlooked, and that the signal lights are on the far side of the intersection. Photo # 3 ![]() Source: www.pedestrians.org/episodes/details31to60/episode31.htm The photo above is from Mesa, Arizona. It should be noted that the Late Time was 33.4 seconds ("R334"). The next photo, below, is from the same intersection. Photo # 4 ![]() Source: www.pedestrians.org/episodes/details31to60/episode31.htm This photo above is also from Mesa, the same intersection, one week later. Note that the Late Time was 45.2 seconds ("R452"). If drivers are totally failing to notice that the light is red, maybe the City needs to put up bigger lights, or more of them. These pictures were taken in 1997. It would be interesting to inquire as to what improvements the City has made to the intersection in the years since then. Photos # 5(a) - (c) ![]() ![]() ![]() Source: http://www.mesaaz.gov/POLICE/photo-enforcement/photos.aspx The three photos above are from a Aug. 17, 2006 crash in Mesa, Arizona and have been used extensively as a red light camera sales tool in other states. The MPD did not provide a caption or other information about the accident depicted. Someone quickly reviewing the photos could assume that the red SUV caused the accident, but it's not that simple. If we look at the small white numbers in the black strip above the first photo, we can see that the Late Time, the amount of time that the SUV's signal had been red, was 0.2 second ("RTIME 0.2"). (For more info on how to read Late Times, see the purple box in Defect # 7 on the Home page.) The SUV's speed is indicated as 30 MPH, so in 0.2 sec. it would cover 9 feet. Thus, at the instant the signal turned red, the SUV was 9 feet or less behind the position depicted in the first photo, which would mean that its front bumper (and probably much more) would be past the first line of the cross walk. In California and many other states, that would not be a violation. But in Arizona - it is a violation! Why? Arizona law says: ...vehicular traffic facing a steady red signal alone shall stop before entering the intersection..." and then goes on to define "intersection" as: "...the area embraced within the prolongation or connection of the lateral curb lines...." So, in Arizona you have to get the front of your car past the "prolongation" - the thinnest white line (I've added a yellow arrow in the second photo above) - before the light goes red, or it is a violation. And, since you are expected to actually make your stop before the crosswalk (so that you're not blocking pedestrians), the net effect is that you will have 12 - 15 feet less room (crosswalks are 10 -12 feet wide) to stop in Arizona than at a California intersection having the same length of yellow. That's equivalent to having a yellow that is 0.3 second shorter. So who is responsible for this accident? First we look at the sedan's actions. In the first photo, the light has been red for only 0.2 sec., but the front of the sedan is already well into the SUV's lane. To get there, the sedan traveled about 20 feet beyond its "safe" zone. If we guess that the sedan moved at an averge of 10 MPH ( = 15 ft./sec.) up to that point, it would have taken 1.3 sec. to move that distance. Thus, the sedan began its turn approx. 1.1 second before the light turned red. Next we look at the SUV's actions. The first picture shows what appears to be a clear violation - the SUV is not yet past the limit line, and is facing a light that had been red for 0.2 second. But the SUV was braking hard at the time the first photo was taken, in response to the sedan having begun its turn some 1.1 secs. or more before. (The skid marks are visible in the second photo.) It's arguable that if the SUV had not been forced to brake, it would have made it to the limit line 0.2 sec. or more sooner, before the light went red. I suggest that responsibility for this accident is shared by: 1. The City, which presumably knew that the unprotected (no arrow) left turning at the intersection was unsafe (they should have installed an arrow, but chose to put in a camera instead), and 2. The driver of the sedan, who carelessly began his left turn without checking to make sure that opposing traffic - which was not facing a red light at the time he began his turn - would clear the intersection. Arizona's unusual Limit Line location seems to be a trap for visitors from out-of-state - and maybe even some Arizona residents. (See a further example, in Photos # 6, below.) In Oct. 2007, I asked the Federal Highway Administration (FHWA) whether there was an effort being made to mandate a nationwide standard for the location of Limit Lines. They said "no" - that that the Federal government cannot dictate the states' traffic laws*. They referred me to the National Committee on Uniform Traffic Laws and Ordinances, which publishes a voluntary nationwide standard called the Uniform Vehicle Code. The UVC says: "Vehicular traffic facing a steady red signal alone shall stop at a clearly marked stop line, but if none, before entering the crosswalk on the near side of the intersection..." In Nov. 2009 an Arizona resident got the FHWA to rule that these unusual Limit Lines are "non-compliant," but then lost at court when she tried to use the non-compliance as a defense. In 2011 Arizona State Senator Frank Antenori sponsored a bill to alter the legal definition of an intersection, but on May 9, 2012 Gov. Jan Brewer vetoed it. Article. Photos # 6(a) - (b) ![]() Source: Peoria AZ Police Department video, Sept. 2008 The photo above is from another "That woulda been legal in California" accident from Arizona. (See also Photos # 5, above.) Well OK, it "woulda been legal" here in CA before the ban on hand-held cellphones. If you play the video a frame at a time, the you can see that the eastbound SUV was past the first white line before the light turned red. The actual Limit Line is not visible in the video - in Peoria, it is marked using red "Thermo" tape, and I was told that at this intersection the tape is just beyond the third white line. It may be the dark area in the video. Below is an aerial view of the intersection, with yellow lines added to indicate the two possible Limit Line locations - both of which are two car lengths beyond the Stop Line. I suggest that responsibility for this accident is shared by: 1. The City, which presumably knew that the unprotected (no arrow) left turning at the intersection was unsafe (they should have installed an arrow, but chose to put in a camera instead), and 2. The driver of the pickup, who carelessly began his left turn 1.5 secs. before the light turned red and without checking to make sure that opposing traffic - which was not facing a red light at the time he began his turn - would clear the intersection. Photos # 7(a) - (b)
![]() Source: www.devon-cornwall.police.uk/dcsc/enfotech/redlight.htm The photos (above) are from the UK. The caption for the photos said: "The first image was taken at 4.5 seconds [Late Time]after the lights turned to red, the second was taken at 5.5 seconds." Photos # 8(a) - (b)
![]() Source: www.devon-cornwall.police.uk/dcsc/enfotech/redlight.htm The photos (above) are also from the UK. The caption said: "The built up traffic suggests that the light has been red for some time and the pedestrian has already crossed half of the road." However, the caption did not reveal the actual Late Time, and it is hard to read it in the photos. But, since the cumulative Late Time in the second photo is 10+ seconds ("R10x"), the Late Time in the first photo must be 9+ seconds. Photos # 9(a) - (b) ![]() ![]() Source: http://mpdc.dc.gov/mpdc/cwp/view,a,1240,q,547893,mpdcNav_GID,1552,mpdcNav,|31885|.asp The photos above are from the website of the Washington, DC police department, which added the arrow pointing to the red light. The caption said: "These photos were taken recently [June 2000] by the photo enforcement camera at the corner of New York and New Jersey Avenues, NW. They show just how dangerous it is to run red lights for both the offending driver as well as other motorists and pedestrians." Note that the late time was 9.2 seconds, and that the location has three limit lines in quick succession as well as a lot of signage, which could confuse drivers. If this location is experiencing a lot of accidents, perhaps the design and marking of the intersection is a contributing factor. Photos # 10 & 11 ![]() Source: http://www.iihs.org/research/qanda/images/rlc_1.jpg and http://www.iihs.org/research/qanda/images/rlc_2.jpg The photos above are from the website of the Insurance Institute for Highway Safety. The IIHS did not provide a caption. Note that the late times were 6+ and 7+ seconds. Photos # 12 (a) - (g) In Aug. 2009 ATS (American Traffic Solutions) published a video "Montage" of seven crashes as part of the annual National Stop on Red Week promotion. (a)
Motorcycle
rider
missed
red
by
4
secs.
or
more.
Probably due to inattention or
impairment; not on purpose.
Cameras will not stop such accidents.
(b)
Signals
located
right
after
cars
emerge
from
dark
underpasses
are
known
hazards
and
a
popular
site
for
red
light
cameras.
The local traffic engineers need to
put in larger diameter signal lights
and improve/better maintain the
pavement markings. Cameras can't
stop the running.
(c)
Signal was red 3 secs. or more, so
running probably was due to
inattention or impairment.
Improve pavement markings and
visiblity of the signals. Arrest
impaired drivers. Cameras cannot
stop such accidents.
(d)
& (e) The drivers made a
left turn without checking for
oncoming traffic. Since the same
accident is happening repeatedly at
the same intersection, maybe it is
time for the traffic engineers to
install a left turn arrow for the
cross traffic. Cameras
cannot stop such accidents.
(f)
This crash was probably due to
confusion - traffic cones, rainy
day. Some accidents just
happen; cameras can't stop
them. And it can be argued that
the initial flash of the camera may
have added to the driver’s
confusion/distraction.
(g)
We
can't
see the light the white truck was
facing, so there is no evidence that
he had a red light, or for how
long. He probably is an older
driver or one with poor night vision,
or otherwise impaired, and even if his
signal had been green would have been
just as likely to hit the poorly
marked traffic island and (overly
sturdy) pole. As in (f) above,
the initial flash of the camera may
have been a contributing factor.
Proper marking of the "nose" of the
island, and pole, is needed.
"Look
at
all
the
accidents
our
cameras
didn't
prevent."
Intererestingly, none of the seven accidents was a right turn accident. You'd think that to justify the company's heavy emphasis on right turn enforcement, ATS would have provided footage of a few right turn accidents. Despite
the
fact
that
the
majority
of
tickets
issued
nationwide
are
for
a
Late
Time
of
less
than
1/2
sec.,
all
of
the
accidents
depicted
showed
cars
that
were
obviously
multiple
seconds
late.
Where's the videos justifying the
numerous 1/10th, 2/10th and 3/10th
Late Time tickets?
Photos
# 13 (a) - (c) These
photos are from the three videos
displayed on the City of Glendale,
California red light camera web site
in late 2009.
(a)
This is southbound Glendale Ave. at
Broadway, in Glendale. The
video's title ("A
Big Truck at 55 mph") suggests
that the truck was doing 55 MPH ( = 81
ft./sec.). The still image above
is the first frame where the light was
red.
(b)
This is eastbound Colorado Blvd. at
Pacific Avenue. The video's
title ("A
68 mph violation") suggests
that the car was doing 68 MPH ( = 100
ft./sec.). The still image above
is the frame where the light was
changing from green to yellow - the
yellow is strongly lit, and the green
is just a pinpoint of light. A
longer yellow, or a red light camera,
might have kept the car from violating
the red, but it would not necessarily
have prevented the (near-)
accident. An accident like this
could happen any time during the
signal cycle. All that is
required is for someone to carelessly
begin a left turn without checking
oncoming traffic.
As
with (b) above, a longer yellow might
have kept the sports car from
violating the red, but it would not
have prevented the (near-)
accident. An accident like this
could happen any time during the
signal cycle. All that is
required is for someone to carelessly
begin a left turn without checking
oncoming traffic. Near-accidents
(b)
and (c) show that the City needs to
protect left-turners by installing a
left-arrow. Late
Note: In
2012 Glendale closed their red light
camera program. Photo # 14 In
Dec. 2011 ATS (American Traffic
Solutions) published a number of video
compilations of crashes
supposedly caused by red light
running, including one compilation of
crashes in New Jersey cities. Did
ATS fail to notice that the Linden
segment was not an example of red
light running, or did they like the
violence in the video so much that
they decided to put it up anyway,
hoping the public would be fooled? The
Linden police weren't fooled,
though. A "change report" page
of their official Crash
Investigation Report assigned
fault to the premature left turner.
In
Aug.
2012
ATS
(American
Traffic
Solutions)
made
a
promotional
video
featuring
Tom
and
Lauren
Hanley,
an
Indianapolis
couple
whose
2010
wedding
was
ruined
when
the
driver
of a shuttle bus carrying the wedding
party ran a red light and collided
with another vehicle, killing the
groom's best friend and injuring
fourteen. The
video was distributed by ATS' front group, the
National Coalition for Safer Roads. The Hanley's advocacy for red
light cameras carries with it the suggestion that a
red light camera would have prevented this tragedy,
and will prevent recurrences. But the facts do
not support their conclusion. The shuttle bus driver
didn't run the light by just a fraction of a second.
He wasn't cutting it close, he just "blew" it.
His light had been red long enough for the large SUV
he hit to be more than half way across the
intersection. Either he didn't see that an
intersection was coming up, or didn't notice that the
light was red, until it was too late. It is
understandable how he could have overlooked the
intersection and the signal - they are poorly designed
and badly maintained.
1. The limit line and crosswalk
paint is worn out. From 200 feet away, you can't
tell there's an intersection there, at all.
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