Module 4 Workbook
Module 4 Workbook
Participant Workbook
May 2018
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16. Abstract
This document serves as a participant workbook for Web-Based Training for FHWA Roadway Lighting Workshop,
Module 4: Other Roadway Lighting Topics. Module 4 covers locations for lighting equipment, lighting for special
locations, and the spectral effects of light. Other modules include Module 1: Roadway Lighting Design Overview,
Module 2: Lighting Hardware and Light Source Considerations for Roadway Lighting, and Module 3: Street and
Roadway Lighting Design.
19. Security Classif. (of this report) 20. Security Classif. (of this page) 21. No. of Pages 22. Price
Unclassified Unclassified 71
This section of the module discusses issues related to the location and placement of
lighting equipment, such as poles and luminaires.
Lighting in Clear Zones
Module 4, Slide 6
The AASHTO Roadway Design Guide (RDG) defines a clear zone as the unobstructed,
traversable area provided beyond the edge of the through traveled way for the recovery
of errant vehicles. The clear zone includes shoulders, bike lanes, and auxiliary lanes,
except those auxiliary lanes that function like through lanes.
The Clear Zone is what is available for recovery. By providing a clear recovery area,
roadway agencies reduce the probability of a crash or mitigate the severity of a crash.
Four factors that are considered in determining an appropriate clear zone for any
particular road are speed, traffic volume, roadside slope and horizontal curvature. The
clear zone should be as wide as practical, but should meet the minimums of RDG Table
3.1.
Cle
ear Zones
Modu
ule 4, Slide
e7
Utility poles with attached street lighting fixtures placed with a lateral offset from the
road curb.
For lighting on the side of the roadway, the AASHTO Roadside Design Guide (RDG)
recommends locating the poles as far from the shoulder or clear zone edge as practical,
including the use of breakaway poles with appropriate clearance. In urban areas with
curbs and gutters, place poles at the back of the sidewalks (when possible, given
locations of buildings and proper sidewalk width) to reduce the potential for being struck
by motor vehicles.
When poles cannot be placed behind the sidewalk, the RDG recommends that poles
should be placed a minimum 1.5 feet back from the curb. This is a lateral offset and
should not be confused with a clear zone. Unprotected roadway lighting poles located
inside the clear zone or at the lateral offset, should be breakaway, unless conditions
dictate otherwise.
Lighting in Clear Zones (continued)
Module 4, Slide 9
The AASHTO Roadway Design Guide recommends that breakaway poles be placed on
the roadside of interstate highways at least 15 feet from the road edge. For highways
other than interstates, also place breakaway poles on the roadside of travel lanes 15
feet from the road edge, where practical. If sufficient right-of-way does not exist for this
clearance, the poles may be placed just inside the right-of-way line but not closer than
2.5 feet from the road edge.
Whenever possible, lighting poles should not be placed in medians less than 30 feet
wide. If they are placed in medians less than 30 feet wide, proper protections must be
installed to prevent vehicles from crashing into lighting poles. The illustration above
shows typical roadside side lighting of a controlled access roadway with a median less
than 30 feet wide. If the median width were 30 feet or greater, then median lighting
could be used for the light poles.
Lighting for Curves
Module 4, Slide 10
Where lighting is required on roadways with small radius horizontal curvature, poles
should be positioned on the inside of the curve to reduce the potential for impacts by
errant vehicles that overrun the entry to the curve.
According to the 2012 FHWA Lighting Handbook, if poles cannot be positioned on the
inside of the curve, they should be located outside of the entry overrun areas as shown
in the illustration above.
Underpass Lighting
Module 4, Slide 11
Visibility on the sidewalk and streets can be reduced if trees block the light and create
shadows that reduce uniformity and visibility. A study titled Trees, Lighting and Safety in
Context Sensitive Design gave some examples of how a lighting system should be
designed to allow for the presence of trees at all stages of maturity:
The best design approach is to locate luminaires outside of the full growth lines
of the species of tree along the roadway.
This section discusses lighting for special situations such as intersections, interchanges,
crosswalks, roundabouts and tunnels.
Lighting Intersections
Module 4, Slide 18
Unlike lighting standards for straight sections of roadways, which are written in terms of
luminance (candelas per square meter); lighting for intersections is specified in terms of
illuminance (lux). Lux tells us the amount of light (in lumens) that is falling on the
roadway surface per a unit area, in this case, per square meter.
For example, if you measure 30 lux on the roadway surface of an intersection, you have
30 lumens per square meter on that surface.
Lighting Intersections (continued)
Module 4, Slide 19
There are three primary types of lighting system that can be installed along an
intersection:
Full lighting: The intersection conflict areas (where the roads overlap) and approaching
legs of the intersecting roads are illuminated.
Partial lighting: Only the primary intersection conflict areas are illuminated.
Beacon or delineation lighting: Only one or two luminaires are provided to demarcate
the intersection location.
Full Intersection Lighting
Module 4, Slide 21
Examples of full intersection lighting layouts. Lighting fixtures are shown in black.
Full intersection lighting covers an intersection and related areas in a uniform manner
over the traveled portion of the roadway. It is installed whenever the intersecting roads
are continuously illuminated, and when the intersection is signalized. As examples,
typical layouts for intersections with and without a right-turn bypass lane are shown
above.
Partial Intersection Lighting
Module 4, Slide 22
Top: Partial intersection lighting layout for an intersection with a right-turn bypass lane.
Bottom: Typical partial intersection lighting layout. Lighting fixtures are shown in black.
Partial intersection lighting illuminates key decision areas and conflict points at the
intersection. As examples, typical layouts for intersections with and without a right-turn
bypass lane are shown.
Beacon Lighting for Intersections
Module 4, Slide 23
Interchanges, where freeways intersect, can be lighted if conditions warrant it. Module 1
describes the warranting procedure for determining the type of interchange lighting
needed:
Complete interchange lighting involves illuminating all roadways in the intersection
(ramps, approaching legs) with continuous lighting.
Partial interchange lighting illuminates only the key decision-making locations for road
users along the interchange (ramp exits/entrances, and service road intersections).
Interchange Lighting Layouts
Module 4, Slide 28
Examples of partial lighting layouts for interchanges. Lighting fixtures are shown in
black.
Typical partial interchange lighting layouts are shown in these diagrams. Only the key
decision-making locations (merging and diverging points and conflict areas) along the
interchange are illuminated.
For complete interchange lighting, all ramps and connecting roads would be illuminated
using regularly spaced luminaires.
High Mast Interchange Lighting
Module 4, Slide 29
Left: A photograph of a high mast lighting installation. Right: Illuminance patterns from
high mast lighting.
Complete interchange lighting can also be provided by a smaller number of high mast
lighting units. Templates showing illuminance patterns from high mast luminaires can be
overlaid onto an interchange plan to identify a suitable layout as shown in the illustration
above and to the right.
Lighting for Crosswalks
Module 4, Slide 30
Important considerations for crosswalk lighting include the vertical illumination levels on
the pedestrians and the contrast between the pedestrians and the background.
In areas where it is darker at night (less ambient lighting), such as a rural roadway,
vertical illumination on the pedestrian can potentially be reduced, because there will be
a good contrast between the pedestrian and the darker background against which they
are viewed by drivers. However, on a city street, where nighttime ambient light levels
are much higher, a higher level of vertical illuminance will be needed on pedestrians in
crosswalks in order to provide equivalent visibility.
A study, Informational Report on Lighting Design for Midblock Crosswalks, performed
by the Virginia Tech Transportation Institute found that a vertical illuminance of 20 lux
(about 2 footcandles) in a crosswalk, measured at 5 feet above the road surface,
allowed drivers to detect pedestrians at adequate stopping distances under rural
conditions. Higher vertical light levels, perhaps as much as 40 lux, might be needed for
urban crosswalks.
Mid-Block Crosswalk Lighting
Module 4, Slide 32
Crosswalks are typically lighted by overhead light fixtures mounted on poles. For mid-
block crosswalks, it is recommended that lighting be placed on each side of the
roadway approximately 15 feet in front of the crosswalk in each direction of vehicle
travel. Placing the light fixtures in this manner provides higher vertical illuminance on
pedestrians, making them more visible to drivers.
Intersection Crosswalk Lighting
Module 4, Slide 33
Another possible way to provide lighting for crosswalks is through the use of bollard
lights at each end of the crosswalk. A bollard light is a type of outdoor lighting encased
in a vertical post at ground level. Such a light provides light across an intersection at the
pedestrian level. This is an excellent means of providing high vertical illumination on
pedestrians as they cross the street.
This technique may provide improved visibility for drivers, while using less light. This
also can be a more economical solution than lighting the crosswalk from overhead light
sources.
An additional benefit to the use of bollards is that they act as an architectural elements
to help direct pedestrian traffic to crosswalks, especially for mid-block applications, and
for delineating the location of crosswalks to drivers during both daytime and nighttime.
Bollard-Based Crosswalk Lighting (continued)
Module 4, Slide 35
In a study (Demonstrating Urban Outdoor Lighting for Pedestrian Safety and Security)
conducted by the Lighting Research Center (LRC), a bollard-based lighting system for
crosswalks was judged to be promising for improving pedestrian safety.
It was also found to be practical and acceptable by transportation, transit and public
safety professionals. Bollard-based lighting systems have been field tested in New
Jersey, New York, and Colorado.
Optical (and temporal) control can minimize glare from bollard lights. Breakaway design
(see Module 2) should be incorporated into their installation.
Knowledge Check
Module 4, Slide 36
A roundabout may have continuous lighting on the approach roads. This lighting will
help a driver adapt to the roundabout lighting. Where there is no lighting on the
approach roads lighting should be added on the approach roads for a distance of
approximately 80 m from the start of the roundabout.
The lighting level used in a roundabout should be equivalent to the intersection lighting
level included in IES RP-8-14, Standard Practice for Roadway Lighting.
New Approach to Roundabout Lighting
Module 4, Slide 41
Unlike roadways, which are lighted by daylight during the day, tunnels must be lighted
both during the day and at night.
The objectives of tunnel lighting are to:
1. Allow traffic to enter, pass through, and exit the enclosed section of the tunnel
safely.
2. Do so without impeding the flow-through of traffic.
The IES publication RP-22-11, Standard Practice for Tunnel Lighting, provides
recommendations for the lighting of tunnels.
Lighting for Tunnels (continued)
Module 4, Slide 43
It is important to consider several zones when lighting a tunnel. The lighting for each
zone will be different to allow drivers to enter the tunnel, adapt to the light levels within
the tunnel, safely pass through the tunnel, and adapt to the light levels as they exit the
tunnel.
Approach Zone: The external roadway area leading to the tunnel.
Threshold Zone: The interior area near the entrance and exit of the tunnel.
Transition Zone: The area between the threshold zone and the interior zone.
Interior Zone: The area within the tunnel where drivers eyes have adapted to the
interior light levels. This is often the longest stretch of the tunnel.
Tunnel Lighting Zones
Module 4, Slide 44
Approach Zone: Due to high light levels at the approach to the tunnel during the day,
the tunnel lighting system must provide enough light to allow drivers to see inside the
tunnel. If it does not, the tunnel will look like a black hole, which will cause drivers to
slow down.
Threshold Zone: A substantial amount of light must be provided in this zone to reach
an acceptable reduction from the exterior to the interior luminance so that the eye can
adapt.
Transition Zone: Light levels are reduced at a rate of no more than 3 to 1 in this zone
until the interior zone light level is reached.
Interior Zone: The light levels for this zone will vary based on traffic volume and speed.
Knowledge Check
Module 4, Slide 45
The following section discusses impacts of light source spectral distribution in roadway
lighting applications.
Mesopic Vision
Module 4, Slide 48
The word mesopic is derived from the Greek word meso which means middle; and the
English word optic which pertains to vision. So the word literally means “middle
vision.”
Mesopic vision describes the changes in the way people see under low light levels, like
those experienced on most roadways at night. This is the area of vision between near
total darkness (referred to a scotopic vision) and typical interior light levels (referred to
as photopic vision). Under scotopic light levels the human eye exclusively uses its rod
photoreceptors. Under photopic light levels, the cone photoreceptors are dominant.
Mesopic Vision (continued)
Module 4, Slide 49
On the graph above, the peak wavelength sensitivity of rods (scotopic vision) is shown
in green. The peak sensitivity of cones (photopic vision) is shown in pink. The mesopic
region is shown in orange.
In the middle or mesopic region of vision, the eye relies on both the rod and cone
photoreceptors to varying degrees. This visual region is dynamic, and changes with light
level. The lower the light level in the mesopic region the more the rod photoreceptors
play a role; the higher the light levels in the mesopic region the more the cone
photoreceptors play a role.
This is important because the spectral sensitivity of rod and cone photoreceptors are
different. Rod photoreceptors are more sensitive to shorter wavelengths of light than
cone photoreceptors. Therefore, as light levels decrease, the visual effectiveness of
light sources changes. Light sources with more short wavelength content, such as most
LEDs, become more visually effective than light sources, like high pressure sodium
(HPS), which have more long wavelength content.
Mesopic Vision and S/P Ratios
Module 4, Slide 50
Spectral power distributions and S/P ratios of 2 light sources. The light source with more
short wavelength energy (LED) has a higher S/P ratio. The SPD curves show the
relative amount of energy produced by the light source at each wavelength, from short
visible wavelengths (violet/blue) to long wavelengths (yellow//red).
The first step in determining the mesopic visual efficacy of a particular light source, is to
find the scotopic/photopic (S/P) ratio for the source. The S/P ratio provides the relative
stimulation of the rod photoreceptors in the eye (scotopic vision) for equal photopic light
levels. In other words, if the light source were to be used to provide very low (scotopic)
light levels, this ratio would allow you to calculate the visual efficacy of the light source
at that level.
As an example, you want to compare two light sources each providing 10,000 lumens.
These lumens are rated at photopic light levels.
The 1st light source has an S/P ratio of 0.5.
The 2nd light source has an S/P ratio of 1.5.
Therefore at scotopic (near dark) light levels:
The 1st light source will provide 5,000 scotopic lumens.
The 2nd light source will provide 15,000 scotopic lumens.
S/P ratios for all light sources used for outdoor lighting are available from the
manufacturer.
Mesopic Visual Efficacy
Module 4, Slide 51
This graph shows response times of drivers as a function of unified luminance of the
targets, including headlamp contributions.
The S/P ratio allows you to calculate the visual efficacy of a light source at scotopic
levels. But roadways are not lighted to levels that low. Therefore, you must adjust the
S/P ratio depending upon the luminance level of the roadway you are designing. This is
done based on a photometric system called the Unified System of Photometry. This
system was developed by researchers doing field studies which measured reaction
times of drivers under light sources of different S/P ratios at night.
In these studies researchers compared drivers’ responses to a target located at the side
of the road. This was done both under high pressure sodium (HPS) and metal halide
(MH) light sources. HPS has a much lower S/P ratio than MH. For both acceleration
and braking, drivers’ performance under MH at 5 lux was equivalent to their
performance under HPS at 9 lux. This showed that MH, with the higher S/P ratio, was
40% more visually effective than the HPS.
Most LED sources will also have higher S/P ratios compared to HPS.
Unified System of Photometry
Module 4, Slide 52
The chart above, taken from the Outdoor Lighting: Visual Efficacy publication shown on
the next page, compares the relative mesopic visual efficacy of HPS (the row denoted
by S/P=0.65) with LED (the row denoted by S/P=2.05) for local residential roads
(average luminance=0.3 cd/m²).
A guide to using the Unified System of Photometry including the charts used to find
luminance equivalents of light sources with a wide variety of S/P ratios is available
online at the following link:
http://www.lrc.rpi.edu/programs/solidstate/assist/pdf/AR-VisualEfficacy-Jan2009.pdf
The Unified System of Photometry more accurately characterizes different light sources
at any light level, facilitating the specification of effective lighting systems for different
applications, including those used outdoors at night.
Brightness Perception
Module 4, Slide 54
A graph showing the spectral sensitivity of the human eye for brightness at night [V B2()]
in orange, as compared to the photopic spectral sensitivity curve [V()], shown in black.
Similarly to the way that the sensitivity of the human visual system to the spectral
wavelengths of light changes as light levels vary at night, our eyes also perceive
brightness differently from the photopic spectral sensitivity curve used to determine the
lumen output of a light source.
As shown on the graph at right, the response of our eye to brightness (shown by the
curve in orange on the graph) is significantly different than the photopic visual sensitivity
curve (shown in black).
This mean that light sources that provide more spectral power under the orange curve,
such as many LEDs, will appear brighter than their lumen output would predict.
Brightness Perception and Sense of Security
Module 4, Slide 55
Graphs showing the spectral power distributions of HPS (top) and LED (bottom) light
sources with installation pictures.
Research has shown that when people perceive an outdoor area, such as a parking lot
or street, to be brighter at night, their sense of personal safety and security improves.
Therefore, if one of the objectives of a lighting installation is to make people feel safe in
an area at night, using the spectral sensitivity curve for brightness will help you to
achieve this objective.
Based on the spectral sensitivity of the eye for brightness perception, the illuminance
from an LED light source would only need to produce 54 percent of the illuminance from
an HPS source to appear equally bright.
Summary
Module 4, Slide 56
Graph showing the suppression of the hormone melatonin by light sources of various
CCTs. Melatonin suppression is a measure of the degree to which each light source can
disrupt the normal functioning of the human circadian system.
There have recently been some concerns expressed about the negative impacts that
outdoor lighting, especially from LEDs, might have on people’s health. The concern is
that outdoor lighting may disrupt the body’s biological clock, referred to as the body’s
circadian system. Disruption of this system has been shown to have several negative
impacts on a person’s health.
Some organizations have recommended that roadway lighting designers select light
sources with lower correlated color temperatures (CCTs) to help prevent this disruption.
However CCT is not a good measure of the spectral output of a light source or its
impact on the human circadian system. As shown on the graph at the right, a light
source with a lower CCT (e.g., 3000 K) may actually have more of a disruptive impact
on the circadian system than a light source with a higher CCT (e.g., 4100 K). Therefore
CCT is not a good measure to use for this purpose.
Circadian Impacts of Roadway Lighting (continued)
Module 4, Slide 58
In order for light to impact our circadian system, the light needs to be at a relatively high
level, and we need to be exposed to it for a significant period of time. In general,
magnitudes of street lighting are too low to have substantial impacts on circadian
rhythms in the general population.
This is still an area where research is ongoing; however, at this time negative impacts
on the human circadian system should probably not be a concern in the design and
specification of roadway lighting.
This however does not mean that lights should not be shielded or controlled in order to
avoid light trespass or glare.
Self-Assessment Quiz
Module 4, Slides 59 to 69
Please answer each question.
1. Lighting poles placed on the roadside of interstate highways should be breakaway
and located at least ____ from the lane edge.
□ A) 15 feet
□ B) 10 meters
□ C) The same distance as the mounting height of the luminaire
□ D) 3 feet
2. When a roadway or pedestrian lighting project includes new or existing trees in close
proximity to the lighting, an additional light loss factor of _____ should be included in the
design to accommodate light loss due to shading.
□ A) an amount equal to the target illuminance on the pavement
□ B) 50 percent
□ C) 10 to 20 percent
□ D) An amount equal to the mounting height of the luminaire
3. Full intersection lighting should be installed whenever the intersecting roads are not
illuminated.
□ A) True
□ B) False
4. When specifying partial lighting for a freeway interchange ____________ should be
lighted.
□ A) all of the ramps
□ B) the key decision-making locations along the interchange
□ C) only the connecting roads
□ D) only the entrance and exit points
5. For mid-block crosswalks, it is recommended that lighting be placed on each side of
the roadway approximately 15 feet in front of the crosswalk.
□ A) True
□ B) False
6. Lighting located ________ of a roundabout provides better visibility of pedestrian and
other vehicles.
□ A) in the center
□ B) at entry and exit points
□ C) at the approach
□ D) around the perimeter
7. In the transition zone of tunnel lighting, light levels are reduced at a rate of no more
than ______ until the interior zone light level is reached.
□ A) 3 to 1
□ B) 5 to 1
□ C) 10 to 1
8. Scotopic vision describes the way people see under typical daytime light levels.
□ A) True
□ B) False
9. Correlated Color Temperature (CCT) is a good measure of the impact a light source
will have on peoples’ circadian systems.
□ A) True
□ B) False
See the following page for the answer key to this self-assessment.
Self-Assessment Quiz Answer Key
Module 4, Slides 59 to 69
The correct answers for the self-assessment are provided below.
1. Lighting poles placed on the roadside of interstate highways should be breakaway
and located at least ____ from the lane edge.
A) 15 feet (see Module 4, Slide 9)
□ B) 10 meters
□ C) The same distance as the mounting height of the luminaire
□ D) 3 feet
2. When a roadway or pedestrian lighting project includes new or existing trees in close
proximity to the lighting, an additional light loss factor of _____ should be included in the
design to accommodate light loss due to shading.
□ A) an amount equal to the target illuminance on the pavement
□ B) 50 percent
C) 10 to 20 percent (Module 4, Slide 13)
□ D) An amount equal to the mounting height of the luminaire
3. Full intersection lighting should be installed whenever the intersecting roads are not
illuminated.
□ A) True
B) False (Module 4, Slide 21)
9. Correlated Color Temperature (CCT) is a good measure of the impact a light source
will have on peoples’ circadian systems.
□ A) True
B) False (Module 4, Slide 57)
Extended Example Problem
For the intersection shown below, circle the luminaires (shown in black) that should be
used to ensure that pedestrians in the crosswalks will be visible.
See the following page for the answer to this extended example problem.
Extended Example Problem (Answer Key)
For the intersection shown below, the circled luminaires would likely be used to ensure
that pedestrians are visible to oncoming drivers.
References and Other Resources
Module 4, Slide 70
Slide 6: Photograph courtesy of Virginia Tech Transportation Institute, WSP Global Inc.,
and DMD & Associates Ltd.
Slide 9: Image courtesy of Texas Department of Transportation.
Slide 12: Image courtesy of Virginia Tech Transportation Institute, WSP Global Inc., and
DMD & Associates Ltd.
Slide 14: Image courtesy of Virginia Tech Transportation Institute, WSP Global Inc., and
DMD & Associates Ltd.
Slide 38: Photograph courtesy of Virginia Tech Transportation Institute, WSP Global
Inc., and DMD & Associates Ltd.
Slide 39: Image courtesy of Virginia Tech Transportation Institute, WSP Global Inc., and
DMD & Associates Ltd.
Slide 40: Image courtesy of Virginia Tech Transportation Institute, WSP Global Inc., and
DMD & Associates Ltd.
Slide 43: Photograph courtesy of Virginia Tech Transportation Institute, WSP Global
Inc., and DMD & Associates Ltd.
Slide 44: Photograph courtesy of Virginia Tech Transportation Institute, WSP Global
Inc., and DMD & Associates Ltd.
Slide 46: Image courtesy of Virginia Tech Transportation Institute, WSP Global Inc., and
DMD & Associates Ltd.
All other images taken from U.S. Government publications or are released to the public
domain by the module authors.