Memo/Ordinance for automatic Changing SignsMEMORANDUM
DATE: February 17, 1989
TO Zoning & Planning Commission
FROM: Nancy S. Anderson
SUBJECT: Ordinance for Automatic Changing Signs
Enclosed is the ordinance that would allow automatic
changing signs in Hopkins. Please review and have any
comments ready at the meeting. If this ordinance is
acceptable, your action is to set a public hearing for the
March meeting.
Also enclosed are reports that deal with the safety issues
of automatic changing signs.
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1
570.01
Subdiv. It Sign Automatic Changing Sign. A sign such as an
electronically or electrically controlled public service
time, temperature and date sign, message center or
readerboard, where different copy changes are shown on the
same lamp bank. Automatic changing signs such as public
service time, temperature and date signs or electronically
controlled message centers are classed as changing signs,
not flashing signs.
Subdiv. 11 Sign Wall. A sign attached to or erected
against a wall of a building, with the face horizontally
parallel to the building wall.
Sign- Time /Temperature. An electronically controlled sign
that is limited to the time and temperature.
570.51 Changing Signs. Changing signs are allowed in the
B -3, and industrial zoning districts provided:
a) that all changing signs are wall signs
b) that all changing signs that face a residential
district are located at least 500 feet from
that district.
c) any changeable sign will be included in the
total allowable sign area.
d) electronic messages maybe changed at periodic
intervals by various entry and exit display
modes provided that the maximum message time is
20 seconds with a 10 display frame per
sequence. The message is limited to 3 per day
not including time and temperature
e) where changeable signs are proposed along a
major arterial street or within 150 feet of a
traffic signal light, the sign permit shall be
reviewed by the Zoning Administrator and
Director of Engineering to consider the
proposed location, design and hold time.
f) all changing signs shall be on premise.
��2 r m ko4ro� s 29.- aL rnC2S
570.52 2 Time /Temperature Sign. Time and temperature signs
are allowed in the B -2 districts provided:
a) that all time /temperature signs are wall signs.
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570.45 Height. The top of a sign, including its'
superstructure, if any, shall be no higher than six feet
above the roof of the building to which such sign may be
attached or 35 feet above ground level whichever height is
less; (except that the height of any name plate sign or
changeable sign which is attached to or an integral part of
a functional structure, °such as a water tower, smoke stack,
radio or TV transmitting tower, or similar structure shall
be no higher than such structure. Signs, including and
superstructure standing or erected free of any building or
other structure, shall not exceed an overall height of 35
feet from ground level and shall be located on land in an
area which is landscaped, or if such land is part of an
approved parking area, it shall be surfaced or paved as
required in the zoning code.
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DORN LAW FIRM, LTD.
300 EAST MAIN STREET
SUITE 200
ANOKA, MINNESOTA, 55303
TELEPHONE 1612; 427 -5903
al 6V r. DORN. JR.
r. T EDWARDS -
n v. SCHULTHEISS - CROSSTOWN SHOPPING CENTER
MARK w. F AL2AHN 17565 CENTRAL AVENUE NE
HAM LAKE, MINNESOTA 55304
TELEPHONE 1612!. - 5803
March 10, 1986
The Honorable Chairman and
Members of the Planning Commission
City of Elaine
9150 Central Avenue North
Elaine, Minnesota 55434
Dear Planning Commission Members:
HAM LAKE
Following the Public Hearing which was held on February 20,
1986, concerning a new sign ordinance, I had the opportunity to
review with my client and with American Sign and Indicator
Corporation some additional data which we would ask be considered
in your continuing review of the sign ordinance.
Of particular concern is Section 34.07(A)(3) in which the new
language would prohibit the changing of a message or any portion
thereof on an electronic reader board sign with any more
frequency than every fifteen minutes. (We had also been
concerned that the reader board sign would be a nonconforming
sign under Section 34.03 but we understand that this was due to
a typographical omission and that reader board signs would not be
nonconforming signs under the new ordinance.)
The requirement that messages not be changed any more often than
every fifteen minutes would essentially make reader board signs
useless, and there would be no point in having them. The purpose
of the reader board sign is to provide information to the public
which can be changed at will, providing a variety of information
ranging from public service announcements and time and temperature
to advertising messages.
Several planning commission members directed specific questions
concerning the ordinance as it relates to reader board signs,
upon which we wish to comment further. Many of the questions had
been addressed in a rather comprehensive study done by Alan M.
Voorhees and Associates, Inc., nationally recognized
transportation urban planning consultants, in twc separate
studies done for the State of New Jersey and for the town cf
Framingham, Massachusetts, in conjunction with studies done for
the American Sign and Indicator Corporation. These studies,
performed in March of 197E and March of 1977,,tcok a scientific
The Honorable Chairman and
members of the Planning Commission
City of Blaine
Page Two
March 10, 1986
approach to studying the safety features of reader board signs in
these locations. It is believed, after review of these studies,
that these apply with equal effect to the proposed and existing
signs in Elaine, Minnesota, operated by Blaine Dodge, Inc. and by
the Crosstown Bank. The studies, combined with their exhibits
and tables, comprise over 100 pages of text and are too bulky to
be reproduced in their - entirety. However, if any of the
commission members wish to view a copy of the studies, we can
make the studies available for your inspection. For the purposes
of this correspondence, I will simply be referring to the Voorhees
studies, and page numbers will be referenced to the studies
performed for the State of New Jersey, since this was the most
recent report.
1. Are there any statistics backing up claims that message
center signs contribute to traffic accidents?
It does not appear that message center signs have any more
impact upon traffic accidents than any other type of sign or
object. Quoting from the Summary of Findings of the Voorhees
studies "in the opinion of the author, review of the proposed
message indicators in relation to safety and traffic
engineering implications revealed no significant impacts or
safety hazards would be encountered ". (Voorhees study,
Summary of Findings) . This finding was made based upon
several existing signs located in the Boston area, and is
amply supported by technical detail in the Voorhees study.
In addition, American Sign and Indicator has from time to
time been in contact with other local police departments and
law enforcement officials concerning reader board signs, and
has received no indication of any traffic hazards connected
with any such signs. I enclose a sampling of a few of these
comments, taken during an inventory approximately ten years
ago.
We have been furnished with no statistical information from
the City of Elaine Police Department or from the City staff
indicating that the Northtown sign location, or the Crosstown
sign location which presently exist, have been causal factors
in any decrease in traffic safety in these areas. City staff
have indicated that they have received numerous "complaints"
by ;slice officers as to the Northtown sign but have not
pro `::ed any specifics of these "complaints ". I believe that
any such complaints are probably isolated in nature, and no
more significant than the number of accidents which are
cased by people lighting cigarettes.
The Honorable Chairman and
Members of the Planning Commission
City of Blaine
Page Three
March 10, 1986
2. Are there any statistics or standards in the industry
indicating what reasonable time restrictions to place on
messages?
Before addressing this question, it is important to define
just what a "messages is On a reader board sign, a message
would consist of a totality of thoughts, appearing in
sequence on the reader board. For example, as I pointed out
at the Public Hearing, the Elaine City Hall Community
Billboard on Highway 65 carried the following message, spread
out over four lines:
BL -SLP YOUTH
BASEBALL
REG HERE FEB 26
6:30 - 8:30 P.M.
On the reader board signs for the clients I represent, the
entire message above could not be placed at one time on the
reader board. It would likely appear in four separate
thoughts just as the Community billboard is divided into four
lines. Each thought would be displayed on the reader board
screen for a period of time, to be followed by the next
remaining thoughts, comprising the message. Obviously, to
have each of these separate thoughts appearing for fifteen
minutes would accomplish nothing at all. The question then
becomes one of how best to communicate the above message,
which is considered a typical public service message, in a
manner in which a passing motorist could receive the message
without jeopardizing traffic safety. The Voorhees study
specifically addresses this question and makes specific
recommendations as to timing.
A. Readability. The Voorhees study (page 35) indicates that
letters of the sign contemplated by our signs first
become legible at a distance of 1,200 feet, and, when
grouped into words, become legible and readable at a
distance of 1,000 feet.
E. Time to Recognize a Thought. The Voorhees study (page
39) further indicates that it takes approximately one
second for a person of average acuity and intelligence to
"read" a thought consisting of four words spread across a
reader board sign. In other words, when observing four
words in sequence, the human mind does not consciously
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The Honorable Chairman and
Members of the Planning Commission
City of Blaine
Page Four
March 10, 1986
C. Eyes Off Road. The Voorhees study points out a very
important factor known as the cone of vision. For the
vast majority of the time durinc which one is approaching
a roadside sign, the sign and the entire amount of
activity on the road ahead are all within the average
person's "cone of vision ", and the eyes are really never
off the road To quote the Voorhees study at page 55:
"Again, it should be remembered that when driver
attention is cn the indicator, a vision cone still
includes the roadway immediately in front of the
Vehicle due to the cone requirements and the selective
attention process of the eye. Any unusual stimulus,
such a breaklight, vehicle intrusion, etc., would
be noticed and reacted to accordingly."
D Reasonable Time for Messages. The Voorhees study, from
the above analysis, recommends that each individual
thought be displayed for a maximum of three seconds, with
a maximum of four thoughts per message. (Voorhees study,
page 55). The reasoning behind this logic is actually
quite simple. A motor vehicle traveling at a speed of 55
m.p.h. traverses approximately 81 feet per second. A
message indicator would first be legible from a distance
of 1,000 feet. Therefore, under the most extreme of
conditions, to -wit, a driver traveling 55 m.p.h. for the
entire duration cf the time in which the message is
legible, a total of twelve seconds would elapse from the
time the message first becomes visible until the message
is no longer in the driver's vision range. This would
accommodate four separate thoughts displayed for three
seconds each, or a four - thought message, involving the
driver's attention being "off the road" for a total of
our seconds, or _ considered to be reasonable by the
Voorhees study (Voorhees study, pace 55). It should also
be pointed out t:.a _ the average speed on Trunk Highway 65
is less than 55 m.p.h., due to _r.terv_en_ng stoplights
traffic conditions, and the like.
decipher and analyze every letter, but recognizes the
thought almost instantaneously. For example, the four -
word phrase, "Reg Here Feb. 26 ", which would comprise one
of the lines on the Blaine Billboard, is a thought which
is almost instantaneously recognized by the average
reader, and, according to the Voorhees study, a timeframe
of one second to observe and record this thought is
considered reasonable.
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The Honorable Chairman and
Members of the Planning Commission
City of Blaine
Page Five
March 10, 1986
Summary. The above technical studies clearly demonstrate that
the usage of reader board signs are not unsafe, and do provide
some standards which can be followed. However, these standards
are probably more beneficial for consideration by the owner of
the signs than for insertion in an ordinance. We would suggest
that the section of the ordinance dealing with the frequency of
change of display be totally eliminated, and that the frequency
of change of messages be left to the sound discretion of the
owner of the sign. Obviously, it would make little sense for the
owner of a sign to be displaying messages too rapidly for people
to read them or too slowly for them to be of any use.
On the other hand, if the City of Blaine does wish to encumber
its ordinance with detailed specifics, it is suggested that the
Voorhees study, which is the only scientific study that I know of
in existence, be followed in terms of the parameters it sets,
to -wit,, a display of four "thoughts" per message, displayed at
intervals of three seconds each, and up to four thoughts per
message. Obviously, this would require expanding the ordinance
to define just what a message and what a thought is, and 1 truly
believe that the industry would do a far better job of policing
itself than any ordinance could every do. My recommendation
would be that proposed Section 34.07(3)(bb) simply be deleted in
its entirety.
Please let us -know if we can be of any further assistance.
Resppctful ly,yours ,
Wilbur F. Dorn, Jr.
dm
encl.
APPENDIX
. Copies of correspondence from police departments of West St.
Paul and Shakopee, Engineering Department of the City of
Minneapolis.
2. Cover sheets and selected pages from Voorhees Study.
JACK MOHRLAND, upon being duly sworn, on oath says and a
1. He is a Lieutenant with the West St. Paul Police and his
current position is Uniformed Division Commander.
2. He has been with the West St. Paul Police for the past
sixteen (16) years.
3. His duties include the daily review of accident reports.
4. He is familiar with the Menard Lumber Company sign located
along Robert Street south of Emerson Avenue.
5. Robert Street is one of the busiest streets in the State.
6. The sign utilizes a message center which carries different
messages at various times, including commercial advertising,
time, temperature and similar items.
7. The sign was installed in the early part of December, 1974.
8. When the permit for installation of the sign was sought,
there was concern by city officials that it would cause car
accidents. However, the sign was permitted on condition that it
not contribute to car accidents.
9. Since the sign was installed, there have been no reports of
car accidents caused by the sign. On the contrary, there have
been favorable comments on the sign when public interest informa-
sic:. is shown,
such as the Viking football scores.
S::b s c_ _bed and sworn to before me
-7/PT av of January, 19J 5. -8-
/; Jack Mohrland
I) 4' 7 j tt
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53379
. G. G.,) n
CMIEF
Mr. Mark Ohnstad
W -17.61
1st National Bank Building
St. Paul, Minnesota 55101
Dear Mr. Ohnstad:
With reference to our telephone conversation of February 27th
in checking the accident reports for the past two years we
find that of the accidents that - occurred on Holmes Street in
the area of the 1st National Bank of Shakopee, the time, temp-
erature and message sign located on the building has not been
a contributing factor to any accident:
RUT .::lc f
r vL1 torrit1i lYL s.1V'1 ,
129 IEVEE DRIVE
SHAKOPEE, MINNESOTA 55379
TEL NS4M
February 28, 1975
r
Yours very truly
R. G. Thielen
Chief of Police
DEPARTMENT OF PUBLIC WORKS
CLAYTON A. SORENSON. P.E.
rrTy ENGINEER - DIRECTOR
EAPOLIS. MINNESOTA SUES
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L A.. BABCOCK
W. F. EWS
M. L ENQJIST
J. r. NAYEK
D. R. KOSKI
L E LiLONDE
W. G. RIDGE
T. 6. SADLER
P. D. SM:TN
DIRECTOR, GEN. SERVICES
- MANAGER. FINANCE
-DIRECTOR, STREETS & SAN.
- DIRECTOR. WATER WORKS
-DIRECTOR. TRAFFIC ENGRG.
-DIRECTOR, ADMINISTRATION
--DIRECTOR. OPERATIONS
- SUPERINTENDENT. EQUIPMENT
- DIRECTOR, ENGRG. DESIGN
March 19, 1975
Mr. Mark Ohnstad
First National Bank
West 1781
St. Paul, Minnesota 55101
Re: Accidents at Humboldt
and W. Lake St.
Dear Mr. Ohnstad:
I am
info
cifi
dent
sign
and
Sincerely,
Thomas F. Becker
Traffic Engineer II
Av. S.
mfflpalui
day off 0�
writing in regard to your telephone request for
rination near the 5th National Bank, 1455 W. Lake
cally, you were interested in information about
s that may have been caused by the bank's variab
adjacent to the auto drive -in facility at Humbo
W. Lake St.
I have checked our accident report file and find that since
August of 1974 when this sign structure was originally installed,
our records show no accidents directly caused by the variable
message sign. This does not constitute an opinion evaluating
the sign as being good or bad; just a statement of fact.
I hope this is sufficient for your needs.
accident
St. Spe-
any acci-
le message
ldt Av. S.
A SAFETY EVALUATION
OF THE
TURF INN VARIABLE MESSAGE SIGN
Colonie, New York
September, 1981
(MDS( " MURRAY D. SEGAL El TRANSPORTATION CONSULTANT
, L OtNOUIH ROAD
7 rrurray d sego) • tronspor cation Consultant
55 atronauln road
Cnestrut hill. massacnusetts 02167
gg
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7 -423- ay.
Mr. John M. Cholakis
Tabner, Carlson, Farrell and Cholakis
90 State Street
Albany, New York 12207
Dear Mr. Cholakis:
The attached report summarizes my work on the Turf Inn variable
message advertising sign. The study, undertaken at your request,
presents the results of my August 1981 observations of the sign in
operation, to study of accident records for Wolf Road and my previous
experience with this type of sign.
I look forward to presenting this material to the Colonie Zoning
Board on September 8th.
Respectfully submitted,
Murray D. legal
Transportation Consultant
September 2, 1981
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SUMMARY OF FINDINGS AND CONCLUSIONS
. In general, there is no data or studies known to the consultant which
show that advertising signs are hazardous or a significant cause of
motor vehicle collisions.
A "before and after" accident study of that portion of Wolf Road within
viewing distance of the Turf Inn variable message advertising sign
indicates no increase in accidents in the first eight months of sign
operation.
3. Prior studies of variable message signs by this consultant arid others
have shown accident reductions on adjacent streets and roads.
4. A survey of ten major automobile insurance companies has revealed that
none of the companies had ever received a claim as a result of any
advertising sign.
5 The Turf Inn variable message sign is neither physically, structurally
nor functionally similar to a rotating beacon, waving pennant or whirling
device as prohibited in Section 8 -C -4 of the Colonie Zoning Law.
6. The Turf Inn variable message sign does not obstruct or interfere with
the visibility of any official traffic control device.
7. Although traffic volumes on Wolf Road are moderate to heavy, the physical
environment is not complex and the driving task at this location is not
unduly taxing to the motorist. In addition, the great majority of the
motorists are commuters who use the street frequently and are thus
familiar with the street, the traffic patterns and the roadside activity.
8. The placement of the Turf Inn sign 3.3 feet closer to the property line
than specified in the zoning law (15 feet) has no effect on the operation
of the sign from a traffic safety viewpoint. In its present location
the sign support is thirty nine (39) feet from the curb and this set back
exceeds the nationally promoted "clear zone" standards recommended for
high speed rural roads (30 feet).
9. It is the consultant's opinion that the Turf Inn sign
a) Is not prohibited by section 8 -C -4 of the zoning law.
b) Does not constitute a hazard of any kind to the motorists
on Wolf Road or the Turf Inn access driveway.
INTRODUCTION
Study Purpose
This study, undertaken at the request of attorney John Cholakis, is a
safety evaluation of the large, variable message, on- premises, advertising.
sign located at the Turf Inn on Wolf Road in Colonie, New York. The primary
objective of this work has been to determine if this sign represents a hazard
to the motoring public on Wolf Road. The evaluation of this sign with
respect to the requirements of the Colonie zoning law was•a secondary
objective.
Study Methodology
The work described in this report was conducted in August and September
of 1981 and can be outlined as follows:
1) Inventory and observations at the Turf Inn site
2) Assembly of traffic data
3) Assembly of accident records date
4) data analysis
5) report preparation
The consultant spent two days in Colonie during August of 1981. During
this period the consultant made daytime and nighttime observations of the
Turf Inn sign in operation, collected plans of the sign and the adjacent
roadways, inventoried the nearby traffic control devices and searched the
accident records of the town's police department. Subsequent to the
collection of this field information, the consultant summarized and analyzed
this data as a means of evaluating what, if any impact the sign has had or
will have upon the safety of the motorists using Wolf Road. A review of
other studies done by this consultant and others was performed and the
results of all of the work were organized into this final project report.
The Turf Inn Sign
The sign which is the focus of this study was put into operation on the
premises of the Turf Inn late in November of 1980. The Turf Inn is located
on Wolf Road in Colonie New York. Wolf Road is a major at- grade - arterial
street which carries approximately 30,000 vehicles per day in its 4 travel
lanes (plus 1 left turn lane). The sign is situated in the center of a sixty
four foot wide fenced and landscaped strip which divides the inbound and
outbound driveways to the Turf Inn. The Inn itself is set far back from Wolf
Road and is not easily visible except from a relatively short distance in the
iW mediate vicinity of the access drive - Wolf Road intersection. The Inn is
accessible from Interstate Route 1 -87 via ramps to Wolf and Albany - Shaker
Roads 1000 -1600 feet to the North> Neither the Inn itself or the variable
message sign is visible from the Interstate. Likewise, the sign is not
visible from any of the public ways which intersect Wolf Road.
The Turf Inn is a modern motel with indoor and outdoor swimming pools,
and a variety of eating and lounge facilities.
The Turf Inn sign has a display configuration of approximately 60 square
feet (3 x 20) and utilizes a small computer console to control the display of
messages. The display consists of a matrix of incandescent lamps which
results in 24 inch high letters or symbols. The central console is located
in the Turf Inn offices and provides the flexibility of storing a number of
messages and displaying the in stationary or "running" modes.
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As noted, the sign has been in operation since late in November of 1980
and during this period the motel manager has received no complaints from the
motel guests or residents of the area with regard to its operation. The sign
has been used to announce special on -site functions (Banquets, etc.), to
welcome convention groups, to advertise entertainment features and to inform
passing motorists when room vacancies exist. Public service announcements
are part of the planned use of the sign but time and temperature displays, a
common use of this sign type, have not been incorporated into its program.
The sign is in use 24 hours per day and the message programming has been
informal rather than rigidly scheduled.
The consultant has photographed (35 mm slides) the sign and its Wolf
Road approaches but these photographs are not included in this report.
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SAFETY EVALUATION
Accident Study
The most direct means for evaluating the effect of the Turf Inn sign
upon traffic safety is a study of the accident records for its area of
influence. This study was conducted by the consultant during August of 1981
and utilized the accident records file of the Colonie Police Department.
Because the records are not filed by location it was necessary to scan all of
the accident reports (legally reportable) and identify those which occurred
within the viewing range of the sign. A "before and after" study technique
was followed as a way of determining if the installation of the sign had
caused a change in the accident frequency. The "after" period ran from the
sign installation (December 1, 1980) through the end of the month prior to
the study (July 1981) and covered eight months. During this period over 7
million vehicles passed by the sign on Wolf Road. The record for this eight
month period was then compared with the accident experience for the same 8
month period the prior year (i.e. December 1979 through July 1980).
There were two reportable accidents in the "before" (i.e. before the
installation of the sign). One of these involved, a sideswipe collision at
the access drive intersection and the other involved a moving and a parked
car in the Turf Inn parking lot.
There was only one reportable accident in the "after" (i.e. after the
installation of he sign) and this involved two vehicles, one making a left
turn somewhere between Ulinski Drive and the Turf Inn Driveway.
This direct comparison shows that the installation of the variable
message sign at the Turf Inn has not caused any increase in the accident
experience - to date.
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The results at the sign location are very consistent with the accident
experience at the locations of other comparable sign installations. Some of
these are briefly discussed in the following paragraphs.
This consultant has recently completed an accident study in North
Conway, New Hampshire at the site of a bank owned, on premises, variable
message sign. This sign had been in operation for 9 months at a busy
intersection in this small resort (summer and winter) community.
Approximately 3.9 million vehicles passed through the intersection in the 9
months of operation. A before and after comparison showed a reduction in the
accident rate of 61 percent after the sign was installed. During the conduct
of this particular study, the consultant contacted the traffic engineers in
Waltham and Cambridge Massachusetts with inquiries concerning their
experience with large variable message signs installed at busy locations in
these two communities. Both reported that there had been no reported
instances where accidents had been related to the operation of the signs.
Neither engineer was aware of any overall change in the accident frequency
after the signs were installed.
In 1974, The Massachusetts Department of Public Works studied the
effects of a large variable message sign installed alongside the Southeast
Expressway in Boston. This sign was located close to the exit from the Dewey
Square Tunnel and close to expressway ramps. Speeds during off peak hours
tended to be high and about 62,000 vehicles per day passed the sign in the
south -bound direction. The sign was located directly at the .property line
adjacent to the roadway viaduct which carried 3 lanes of traffic with no
breakdown lane or shoulder. There were forty six (46) accidents in the year
prior to the sign installation and fourteen (14) accidents in the year after
the sign installation - a reduction of seventy percent (707). None of the
collisions studied were caused by the sign.
A 1977 study conducted for the town of Framingham Massachusetts by the
Alan Voorhees consulting firm included a before and after accident comparison
at the Sheraton Tara Hotel sign in that community. The sign is located on
Massachusetts Route 9, a heavily travelled arterial highway. There were no
accidents in the one year prior to the sign installation, and no accidents in
the two years after the sign was installed.
In the late 1960's and early 1970's this consultant assisted the Maine
State Highway Commission in designing, constructing and utilizing a
computerized accident records system. One of the many tasks completed by the
consultant was the scanning and coding of every accident report occuring on
the 4600 mile state highway system (urban and rural) over a three year
period. Not a single one of the more than 32,000 accidents involved an
advertising sign of any kind.
The American Sign and Indicator Corporation recently surveyed ten
leading automotive insurers in this country to ascertain their claims
experience with advertising signs. Nine of the ten companies responded to
the survey and all nine indicated that they had never received an accident
claim involving an advertising sign.
In summary, it seems clear that the evidence shows that advertising
signs of any design have not been a significant cause of accidents either in
a general sense or specifically with regard to the Turf Inn variable message
sign.
Traffic Control Devices
Traffic engineers have, i n the past, been sensitive to the need to ensure
that advertising signs do not physically interfere with the functioning of
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•
official traffic control devices. For this reason many state and local
jurisdictions regulate the use of flashing beacons as advertising devices.
These beacons can be confused with similar beacons on emergency vehicles and
represent sources of glare which can interfere with the ability of the
motorist to see and recognize traffic signs, traffic signals, and other
elements in the driving environment. The concern over these beacons arises
more from their physiological impact - their effect on the ability to see and
less from their potential psychological impact as a distraction from the
driving task. The roadside is alive with such potential distractions and
drivers tend to "filter" them out to the extent required by the demands of
the driving task. The variable message sign has no physical or functional
similarity to a flashing beacon. It presents a written and illuminated
message to the driver rather than a simple light source (as with the beacon)
and is free of glare. The small incandescent lamps in the sign matrix are on
more or less continually and do not vary in intensity except for the ability
to adjust the lighting level for daytime and nighttime viewing.
Finally, there are no major traffic signs or signals within the viewing
area of the Turf Inn sign and if there were, the 39 foot setback from the
curb would certainly eliminate the possibility of the advertising sign
physically interfering with their visibility.
Section 8 -C -4 of the Colonie Zoning law prohibits "rotating beacons,
waving pennants, or whirling devices." The variable message sign now located
at the Turf Inn does not contain any rotating, waving or whirling elements
and does not physically or functionally resemble any of the devices described
in the law.
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The Driving Task
There has been concern expressed in the past that advertising signs in
general and more specifically the large variable message signs are
distractions to the motorist and thus represent an inherently hazardous
device. Psychologically based analyses of the driving task tend to reduce
this concern since they show that the driver tends to establish a hierarchy
of elements in the driving task and "filter out" non - essential elements in
the background environment as his need to focus on the complexities of the
specific driving environment increases. Indeed, the traffic engineering
profession has learned through long years of experience that traffic signs
must be used judisciously (and sparingly) if the signs are to be effective.
Even though this concern of "distraction" does not appear to be reflected by
the accident experience or research in the field it may be helpful to examine
the relative complexity of the specific driving task adjacent to the Turf
Inn.
Wolf Road has straight and level geometry within the viewing area of the
Turf Inn sign and the alignment of the road itself does not appear to
represent any unusual cr difficult control problems, Speeds during off peak
hours appear to average around the 35 - 40 miles per hour range and thus are
not unduly high. Traffic signals are located north of the Turf Inn at the
1 -87 ramp and at the Albany - Shaker Road intersection and this tends to limit
speeds in the northbound direction. The only intersection (other than the
Turf Inn Driveway) located within eye view of the sign is the_Ulinski Road
intersection about 400 feet to the north. Traffic volumes entering and
leaving Ulinski Road were observed to be very light and do not complicate the
flow on Wolf Road to any significant degree. Traffic volume on Wolf Road is
approximately 30,000 vehicles per day with substantial peaking during the
afternoon commuting hours. Traffic flows smoothly in the Turf Inn vicinity
and the 4 travel lanes appear to accomodate the flow at a reasonably good
level of service. A central left turn lane is provided for left turns and
these vehicles do encounter delays during peak hours. Accomodating left
turns on a multi -lane street is typically a most difficult operational
problem for the urban traffic engineer. A variety of solutions do exist and
range from signalized and protected left turn lanes to "jug handle" left turn
designs.
The Turf Inn driveway is well designed and its wide separation of
inbound and outbound flow optimizes vehicular movements from Wolf, Road.
There are commercial land users on both sides of Wolf Road but access drives
are spaced sufficiently far apart to minimize entry exit conflicts with Wolf
Road through traffic.
The physical and operational driving environment in the vicinity of the
Turf Inn does not appear to present any unusual or unduly complicated
situations which would tax the capability of the average driver.
Sign Setback
The Colonie zoning law provides a 15 foot setback for on premises
advertising signs. From a technical and operational standpoint the
maintenance of a setback for signs and other structures along a street or
highway has two principal benefits. First, the setback can help establish a
"clear zone" alongside the street edge which is free of fixed objects and an
aid to errant drivers whose vehicles leave the travelled way. Secondly, the
setback moves non - essential signs back from the roadside and provides a
"cleaner" space for the installation of official traffic signs and signals.
The Turf Inn sign was erroneously located 11.7 feet from the property
•
line rather than the required 15 feet. This leaves the overhanging edge of
the sign 38.4 feet from the curb and the sign foundation 39 feet from the
curb.
The 39 setback from the curb leaves the sign well placed with
respect to any "clear zone" requirement. Even on high -speed rural roads 30
feet is considered good design. Few of our rural roads are so protected and
it is unlikely that any urban arterials have been designed to such a high
standard. Since there are numerous fixed objects (primarily trees and light
poles) which are now much closer to the edge of Wolf Road, the clear zone
concept appears academic as applied to the Turf Inn sign. The Turf Inn sign
does not interfere with any existing traffic sign and there is ample space to
add traffic signs without concern for, conflict with the existing advertising
sign.
In summary the 3.3 foot error in placement of the Turf Inn sign is a
trivial one in technical and safety terms and has not had nor will it have
any effect upon operational safety.
Sign Effectiveness
The consultant briefly evaluated the effectiveness of the current
operational tecniques during the initial site visit. The messages being run
on those days were excessively long and diminish the advertising value of the
sign. This has been discussed with the manager of the Turf Inn. Considering
the speed of the traffic stream and the visibility of the sign a message
length of 5 -10 seconds would be most efficient.
•
ALAN M. VOORHEES & ASSOCIATES. INC.
TRANSPORTATION• AND URBAN PLANNING CONSULTANTS
BOSTON. MASS.
SIGN EVALUATION AND STUDY
VARIABLE MESSAGE INDICATORS
MAPLE SHADE, NEW JERSEY
• WALL TOWNSHIP, NEW JERSEY
PREPARED FOR
STATE OF NEW JERSEY
AMERICAN SIGN AND INDICATOR CORP.
MC.LEAN. VA
MARCH 1978
A_P!anning Research Company
In the opinion of the author, review of the proposed message
indicators in relation to safety and traffic engineering implica-
tiors revealed no significant impacts or safety hazards would be
encountered. This opinion is based in part on technical analysis,
in part on the experience records of two previous installations,
and cn the reasons indicated below:
o
Safety Considerations
• SL.7n Elements
SUMMARY OF FINDINGS
1) Accidents -- Research has indicated that both
Rte. -73 in Maple Shade and Rte. -34 in wall Town-
ship, in the sign area, are free from any apparent
geometric or safety deficiencies. Research has
indicated none of the accidents could be attributed
to the indicators, and that the rate of accidents
is what normally would be expected, given the
volumes and geometrics.
2) Research of accidents at two functioning sign
locations revealed no direct causal effects with
respect . to the indicator.
3) Stopping Sight Distance criteria are all satisfied
with respect to accepted standards and guidelines.
Sign Sight Distance criteria are considered accep-
table speeds inventoried, recommended
message frequency and location of the installation.
Letter Size, Proportion /Spacing, Illumination,
Background, Readability and Placement Angle, have
all been judged by the author to be acceptable and
considered in keeping with good and standard
Drac 4 ce Cif the irdusl'rt' _
Driver Interaction
1) Discussions of Scan Rates, Recognition, Selective
Attention and Visual Information Processing, have
all been positive with respect to the proposed
installation.
It is suggested that a display frequency of three seconds
(t.Lmed from start of one message to start of second message)
cra d be appropriate for both conditions. Reading times are
estimated to approximate one message /second.
•
Three major items constitute the basic design criteria
of advertising signs and include legibility, information
processing and highway safety.
From the proper blending and implementation of the.above factors,
the results of perception, recognition, absorption, retention, and
appropriate action are desired from the motorist to create a situation
of positive operational control.
Private highway advertising signs, billboards, and
indicators, are not standardized and reflect many items
by their presence..
C. LEGIBILITY
Sign legibility is a function of the following items:
Letter Size
Federal Standards recommend a minimum of 12 inches for
numbers and 8 inches for words on Motorist Information
Signs at' highway speeds.
o The Maple Shade indicator exhibits 16 -inch characters
and the Wall Township indicator displays 24 -inch
characters, which more than satisfies the minimum
size requirements for visibility.
. , •
It has been. determined that an ind letter can be
recognized at the rate of 1 "/50 ft. of viewing distance.
o Sixteen -inch letters can, therefore, be recognized at
a distance of 800 feet.
c Twenty - four inch letters can be recognized at a dis-
tance of 1200 feet.
o Grouping the letters into words _educes the legible
distance for 16 -inch letters to a:ia_oxi-atc1v 675 feet
and for 24 -inch letters to 1000 feet, for an average
driver with normal visual acuity of 20/20.
Consequently, normal legibility would be .limited to 675
feet either side of the sign due to grouping for 16 -inch
letters and to 1000 feet for 24 -inch characters.
When the letters /Words are internally lighted, visibility
:increases at larger letter sizes, but remains approximately
the same for small /medium heights. Direct illumination,
where the characters are the principal source of light and
appear against a dark background, enhances the readability
of the message.
At 16 inches in height, exposed lamp letters can be
viewed at approximately 670 feet, or approximately
the same distance as non - illuminated groupings at the
medium sizes. Consequently, for the purpose of this
study, the available readable distance will be 670 feet
either side of the sign in Maple Shade.
At 24 inches, the distance is again 1000 feet, or exactly
the same as non - illuminated groupings, and will be used
for the purpose of this study in Wall Township.
Proportion /Spacing
Width and spacing of letters also contribute to readability
and recognition. Many studies have :.indicated that in a
restricted space, the words are most readable when they fill
up the space as much as possible. If no spatial restrictions
exist, a definable border was found more legible. In the
case of both message indicators, a definable border would
exist as the message is displayed and should consequently
aid in readability.
. INFORMATIONAL PROCESSING
Scan Rates /Reading Times
Numerous studies have indicated measured scan rates under
various conditions of stimulus; pre - exposure, past exposure,,
noise, interference, and learning curve processes. The
fastest rates recorded indicated the eye could scan one
letter every 10 cosec or 100 letters /sec. Briefly printed
displays were measured at one letter per 100 msec or 10 letters/
second. On the average,. scan rates can be said to occur at
one letter /50 cosec or 20 letters /sec.
Reading is far more complex than simple letter scanning and
is far beyond the scope of this report to explore. Variables,
such as age, visual acuity, sleep, glare, contrast illumin-
ation, and individual sensory capability, all enter the complex
equation. Due to the complexity of the problem very few
researchers are willing to set hard rates zur reading
times, but rather, estimate an ranges the times required.
A glance to read a target a five degree arc requires
from .G to 1.0 seconds to accomplish the task. In general,
researchers have indicated that a reasonable limit might
be four words per second.
Consequently, to be conservative in the safety analysis,
a reading time of 1 thought second will be assumed for
both indicators.
Recognition
From the point of view of perceptual tasks, recognition is
a fundamental ability. ...The phenomenon of recognition is
the activity that allows a driver to see an object, or
situation, and ira*n ediately' understand what it is. Famil ar
At a frequency of 0 /1, the time /distance between
messages is controlled by the ISI and ten messages
could be flashed.
At a two - second frequency, .six messages could be
read.
At a three- second frequency, four messages; at a
five-second frequency, three messages; and at an
eight - second frequency, two messages.
Based upon the time eyes would be "off- the - road ",
(this is a misnomer as sign is in 20 standard cone
of vision until the last few feet and eyes would in
essence not be off the road), it is reasonable to
function at a frequency. of three seconds, resulting
in a reading distance of 323.2 feet out of a possible
1000' available distance. At this frequency, a total
of 12. O seconds cycle time and four messages could be
displayed with a reasonable • "off - the - road" time of
33 percent.
The 323.2feet traveled would be divided into four
intervals, each 80.8 ft. in length (1 second) and
result in reasonable and normal off -the -road scan
times for the speeds inventoried.
Again, it should be remembered that when driver
attention is on the indicator, the vision cone still
includes the roadway immediately in front of the
vehicle due to the cone requirements and the selective
attention process of the eye. Any unusual stimulus,
such as a brake light, vehicle intrusion, etc., would
be noticed and reacted to accordingly.