Accessible Sidewalks

and Street Crossings

— an informational guide

U.S. Department
of Transportation
Federal Highway
Administration FHWA-SA-03-01
Notice:
This document is disseminated under the sponsorship of the U.S. Department of
Transportation in the interest of information exchange. The United States
Government assumes no liability for its contents or the use thereof.
This report does not constitute a standard, specification, or regulation. The United
States Government does not endorse products or manufacturers. Trade or manufac-
turers' names appear herein only because they are considered essential to the object
of this document.

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 Introduction 1
Section 1: The Legal Framework 3
Section 2: Understanding Sidewalk Users 5
Section 3: Sidewalk Corridors 7
Section 4: Sidewalk Grades and Cross Slopes 9
Section 5: Sidewalk Surfaces 11
Section 6: Protruding Objects 15
Section 7: Driveway Crossings 17
Section 8: Curb Ramps 19
Section 9: Providing Information to Pedestrians 25
Section 10: Accessible Pedestrian Signals 29
Section 1 1: Pedestrian Crossings 31
Section 12: A Checklist 33
References/Websites 39

Acknowledgements/Author:
Leverson Boodlal, PE
KLS Engineering
47776 Allegheny Circle
Sterling, Virginia 20165
(703)421-1534
leverson.boodlal@fhwa.dot.gov
(202) 366-8044
 Providing Accessible
Sidewalks and
Street Crossings
In order to meet the needs of all sidewalk users, designers must have a clear
understanding of the wide range of abilities that occur within the population.
Sidewalks, like roadways, should be designed to serve all users. This includes
children, older people, parents with strollers, pedestrians who have vision
impairments, and people using wheelchairs and other assistive devices. Just as
a roadway will not be designed for one type of vehicle, the design of sidewalks
should not be limited to only a single type of pedestrian user. Because the side-
walk is the basic unit of mobility within our overall system of transportation,
every route and facility must be usable.
Pedestrian facility design and operation must comply with the accessibility
standards in the Architectural Barriers Act (ABA) of 1968, the Rehabilitation
Act of1973 (Section 504), and the Americans with Disabilities Act (ADA) of
1990. Implementing regulations for Title II of the ADA, which covers State and
local governments, also address "communications and information access,"
requiring 'effective communications' with persons with disabilities. In the
sidewalk/street crossing environment, this would include accessible pedestrian
signals, markings, and signage. The latest version of the Manual on Uniform
Traffic Control Devices (MUTCD) contains standards on Accessible Pedestrian
Signals (APS) that have audible, visual, and vibrotactile features. These
standards represent the minimum; designers should use more conservative
design parameters whenever possible.
Temporary and alternate pedestrian routes where sidewalks are obstructed by
work zones must meet accessibility standards, as well. Pedestrians who must
cross the street and then cross back again in order to continue on their
destination will be exposed to significantly increased risk from vehicles.
The intent of this guide is to focus on some of the emerging accessibility issues
and the design parameters that affect sidewalk and street crossing design and
operation.

1
During the 1990s, several key pieces of legislation were passed that impacted
transportation planning. The first, the Americans with Disabilities Act (ADA)
of 1990, protects the civil rights of people with disabilities. Secondly, the 1991
reauthorization of the Federal transportation legislation, the Intermodal Surface
Transportation Efficiency Act of 1991 (ISTEA), specifically called for
integrating pedestrian travel into the transportation system. ISTEA increased
the Federal-aid funding options for pedestrian facilities and programs. In 1998,
the Transportation Equity Act for the 21st Century (TEA-21) extended the
opportunities established in ISTEA and increased funding available for
pedestrian facilities. These laws complimented more than 40 years of
legislation aimed at guaranteeing the rights of people with disabilities.
Following is a brief chronological summary of the laws and regulations
mandating accessible environments and programs:
Americans National Standards Institute (ANSI A117.1), 1961: The first
building standard to address issues of accessibility.
Architectural Barriers Act (ABA) of 1968 (Public Law 90-480): This was
the first Federal law requiring new facilities constructed for Federal agencies or
with Federal funding to meet accessibility standards (UFAS).
Rehabilitation Act of 1973, Title V, Section 504 (Public Law 93-112, amend-
ed by PL 516 and PL 95-602): Section 504 requires federally funded facili-
ties and programs to be accessible to people with disabilities.
Education of All Handicapped Children Act of 1975 (now The Individuals
with Disabilities Education Act (IDEA)): This Act greatly expanded
educational opportunities by requiring school accommodations for children
with disabilities.
Uniform Federal Accessibility Standards (UFAS, Federal Standard 795):
The UFAS defined the minimum standards for design, construction, and
alteration of buildings to meet the requirements of the ABA. UFAS derived
from ANSI A 117.1-1980 and the Access Board's 1982 Minimum Guidelines
and Requirements for Accessible Design (MGRAD).
Americans with Disabilities Act of 1990 (ADA): ADA extends the coverage
of the ABA, and the Rehabilitation Act, Section 504 to include all public
facilities regardless of funding. The Title II implementing regulations for the
ADA require all newly constructed and altered facilities to be readily accessible
to persons with disabilities. Transportation agencies are responsible for
developing a transition plan for removing the structural barriers, including
communication barriers, and providing access to existing pedestrian facilities.
State Laws: In some States, codes have been adopted that exceed the
requirements set forth in the ADA guidelines. In these States, both the ADA
and the State code must be satisfied.
People have differing abilities: A variety of users need to access the
sidewalk system. Their abilities vary in agility, balance, cognition, coordination,
endurance, flexibility, hearing, problem solving, strength, vision, and
walking speed.
Designing for all abilities: The design of sidewalk environments is important
to all pedestrians, but is particularly important to those with disabilities who
have limited travel choices and rely most on the pedestrian environment. For
example, older adults, persons with vision impairments, and children frequently
rely on the sidewalk to travel independently within their community for shop-
ping, recreation, exercise, and walking to school.
Traditionally, design parameters have been based on the "standard pedestrian,"
an agile person with good vision, hearing, and mobility. These design
parameters do not meet the needs of the growing disabled population. The
Bureau of Census data indicates that:
• Approximately 20 percent of all Americans have a disability, and that
percentage is increasing.
• By the year 2030, one in five Americans will be 65 years or older.
Universal design principles are based on creating an environment that is usable
for people of all abilities. Incorporating these principles into all aspects of
sidewalk development can eliminate the barriers and create a truly functional
sidewalk system.

Movement and Informational barriers may limit an individual's access to the

sidewalk environment:
Movement barriers restrict an individual's ability to physically move along or
within an environment. They may limit the individual's movement from one
side of the intersection to the other, or ability to use the push button to activate
the pedestrian signal. Movement barriers within the pedestrian environment
include curbs, steep slopes, obstacles within the path (poles, etc.), and widths
too narrow to pass through.

Information barriers restrict an individual's use of information contained

in the pedestrian environment. These barriers limit the pedestrian's ability to
recognize and receive information (e.g., loss of vision prevents the individual
from utilizing visual signs), or understand the information received and decide
on a course of action. Information barriers within the environment include
complex intersections, diverted paths (e.g., in work zones), and lack of street
crossing information.

5
 Conflicting Pedestrian Needs
To create a truly accessible sidewalk network that is usable by all pedestrians,
designers need to understand how the users' abilities are impacted by their
design decisions. Pedestrians have varying needs, therefore, changing a design
to enhance access for one group can create additional barriers for other
individuals. The goal should be to make all sidewalks accessible to the largest
possible number of pedestrian users by incorporating the principles of
universal design.
Assistive Technology:
Assistive technologies play a valuable role in enhancing the ability of people
with disabilities to travel independently through the environment. These devices
may be used to minimize and eliminate the activity limitations and participation
restrictions that exist within the sidewalk environment. Technologies may be
personal, activity-specific, or environmental. Following are examples of
personal technologies:
• A manual wheelchair provides easy mobility on flat, firm, obstacle free
surfaces. However, it is difficult to maneuver on steep grades or cross
slopes, and across uneven transition points like street to sidewalk.
• A prosthetic leg allows an individual to retain some mobility. However,
a prosthetic leg does not provide the sensory feedback that is needed to
ensure stable foot placement, detect obstacles, or maintain balance.
• A white cane used by individuals with severe vision loss provides
advance warning about obstacles on the path ahead 0.6 m-0.9 m
(2 ft—3 ft), but is not effective at detecting obstacles above 0.7 m (2.3 ft).
• Motorized wheelchairs and scooters can maneuver on steeper grades and
travel longer distances than manual wheelchairs.
• Service dogs are trained to respond to specific commands and to avoid
obstacles. Service dogs require care and maintenance.
• A hearing aid can be used to amplify the traffic sounds. The
magnification is not selective, so the sounds of traffic and Audible
Pedestrian Signal (APS) are all magnified.
Environmental technologies include APS, and engineering treatments like curb
ramps and detectable warnings. (See Section 9).

6
The "Sidewalk Corridor" is the portion of the pedestrian system from the edge
of the roadway to the edge of the right-of-way (property line or building edge),
generally parallel to the street. Attributes of good sidewalk corridor design
include:
• Accessibility by ALL users.
• Adequate width.
• Safe to use (sidewalk users should not feel threatened by adjacent traffic
or by the environment).
• Continuity and connectivity.
• Landscaping to create a buffer space between pedestrians and traffic and
also provide shade.
• Social space (area where pedestrians can safely participate in public life).

The Zone System

(See Figure 1): Sidewalks
in central business
districts and downtown
areas need to be designed
to accommodate larger
volumes of pedestrian
traffic than in residential
areas. Streetscapes in
these areas often function
for multiple purposes, and
generally consist of the
following zones: the
building frontage zone,
the pedestrian zone, the The zone system divides the sidewalk corridor into four zones to
planter/furniture zone, and ensure that pedestrians have a sufficient amount of clear space
to travel.
the curb zone.
Building Frontage Zone: The building frontage zone is the area between
the building wall and the pedestrian zone. Pedestrians don't feel comfortable
walking directly adjacent to a building wall or fence. At a minimum pedestrians
prefer to keep at least 0.6 m (2 ft) of "shy" distance away from the
building wall.

Depending on the use of this area, the frontage width should be increased and
physically separated from the pedestrian zone (example, allow extra space for a
door opening into the frontage area, sidewalk cafes, etc.). People with vision
impairments often travel in the frontage zone and use the sound from the
adjacent building for orientation. Some use the building edge as a guide for a
white cane, traveling between 0.3 m-1.2 m (1 ft-4 ft) from the building. The
frontage zone should be free of obstacles and protruding objects. If not,

7
 obstacles in the frontage zone should be detectable by people who use long
white canes. Level landings are required at building entrances and around
sidewalk furnishings such as drinking fountains, benches, etc.
Pedestrian Travel Zone: The pedestrian zone is the area of the sidewalk
corridor that is specifically reserved for pedestrian travel. This area should be
free of all obstacles, protruding objects, and any vertical obstructions
hazardous to pedestrians, particularly for individuals with vision impairments.
The pedestrian zone should be at least 1.8 m-3.0 m (6-10 ft) wide or greater to
meet the desired level of service in areas with higher pedestrian volumes. This
allows pedestrians to walk side by side or for pedestrians going in the opposite
direction to pass each other. The pedestrian zone should never be less than 1.2
m (4 ft), which is the minimum width required for people using a guide dog,
crutches, and walkers. Wheelchair users need about 1.5 m (5 ft) to turn around
and 1.8 m (6 ft) to pass other wheelchairs.
Planter/Furniture Zone: The planter/furniture zone lies between the curb and
the pedestrian travel zone. This area provides a buffer from the street traffic and
allows for the consolidation of elements like utilities (poles, hydrants,
telephone kiosks, etc), and street furniture (benches, signs, etc). The intent is to
ensure that the pedestrian travel zone is free of ALL obstacles. On local and
collector streets, 1.2 m (4 ft) is preferred and on arterial and major streets 1.8
m (6 ft) is preferred. Additional space will be required for transit stops and bus
shelters which may include a boarding pad typically 1.5 m x 2.4 m (5 ft—8 ft).
States that have significant accumulations of snow during the winter months
will require wider planter/furniture zones. This allows the snow to be stored in
the planter/furniture zone and keeps the pedestrian zone obstacle free.
Curb Zone: The curb zone is the first 0.15 m (6 in) of the sidewalk corridor,
located adjacent to the roadway. It is an integral part of the road/drainage
system and keeps excess water off the sidewalk corridor. The curb zone also
discourages motor vehicles from entering/exiting the sidewalk corridor except
at designated locations and is a valuable safety and guide cue for pedestrians
with vision impairments.

8
Steep grades and cross slopes should be avoided where possible or integrated
with level rest areas. Both powered and manual wheelchairs can become very
unstable and/or difficult to control on sloped surfaces. When areas with steep
sidewalks and ramps are wet, icy, or covered with snow, they have little or no
slip resistance and a slide will usually end in the street.

Grade: Grades are often difficult to control

in the sidewalk environment because Figure 2
sidewalks follow the path of the street. The
sidewalk grade ideally should not exceed
5 percent. Design parameters developed for
ramps on buildings and sites, permit a
maximum grade of 8.3 percent for a
distance of 9.1 m (30 ft) before a level
landing must be installed. Where the
sidewalk grade approaches or exceeds that Level landing with benches provide a resting
of the maximum permitted for a ramp, it point that will not impede the flow of
is good practice to provide a level rest pedestrian traffic.
area. The slope of the level landing should
not exceed 2 percent in any direction
(See Figure 2). The dimensions of the
Figure 3
level landing should be at least
1.5 m x 1.5 m (5 ft x 5 ft) to allow
wheelchair users to stop and rest without
blocking the flow of pedestrians. This
area can be greater with the inclusion of
other amenities such as benches, hand
rails, and drinking fountains. In areas
with steep slopes, consider installing
wide sidewalk corridors that permit the
wheelchair user to travel in a zig-zag In areas of steep terrain, a wide sidewalk allows
wheelchair users to travel in a zigzag motion
motion (See Figure 3). which reduces the grade they must travel,
although the overall distance of their trip
is increased.

Cross Slope: The maximum cross slope permitted by ADA Accessibility

Guidelines (ADAAG) is 2 percent. Severe cross slopes require wheelchair users
and other pedestrians to work against the effects of gravity to maintain their lat-
eral balance. Pedestrians using crutches or canes may be forced to turn side-
ways in order to keep their base of support at a manageable angle. Severe cross
slopes can cause wheelchair users to veer towards the curb and into the street
(See Figure 4). The impact of cross slopes are compounded when combined
with steep grades and uneven surfaces. Designers and those constructing

9
facilities need to understand the impact of grades and cross slopes and take
particular care to stay within construction tolerances as well as within design
standards. For example, Portland Cement Concrete has a construction tolerance
of 1/4 in per 10 ft.
For sidewalks with steep cross slopes the designer can create a level area of at
least 915 mm (3 ft) within the pedestrian zone (See Figure 5) or increase the
height of the curb (See Figure 6) The latter case can create problems for curb
ramp design and on-street parking (car doors may not be able to swing over
the curb).

Figure 4 Figure 5 Figure 6

PROBLEM Wheelchair GOOD DESIGN A level area ACCEPTABLE DESIGN Increasing

users traveling on a sidewalk at least 915 mm (36 in) wide the height of the curb provides a level
with a cross slope greater improves access when the street pathway when the street elevation is
than 2% use more energy to elevation is lower than the lower that the building elevation This
to offset the force of gravity building elevation solution may not be ideal if sidewalks
that directs them towards the are not wide enough to install well-
curb and into the street designed curb ramps
Factors that affect the usability of the sidewalk surface include:
• Surface materials
• Changes in level
• Firmness, stability, and slip resistance
• Dimensions of gaps, grates and openings
• Visual consistency
Surface materials generally consist of concrete or asphalt; however, tile, stone,
and brick are also used. Typically, sidewalks of concrete and asphalt are firm,
stable, and fairly slip resistant when dry. A broom finish used on concrete
sidewalks increases the slip resistance. Surfaces that are not slip resistant are
especially difficult for people who use wheelchairs or walking aids to travel
across. Crutch users, for example, rely on being able to securely plant their
crutch tip to travel effectively on the sidewalk. Surfaces that are not visually
consistent (all one color and texture) can make it difficult for pedestrians with
vision disabilities to distinguish the difference between a change in color and
pattern on the sidewalk and a drop off or change in level.
Decorative surface materials such as paints and surface materials, polished
stones or exposed aggregate rock, are not as slip resistant and should be
avoided. Paint and thermoplastic materials, commonly used to mark
crosswalks, are generally not as slip resistant when wet. Slip resistant contact
is more difficult to achieve when the sidewalk material is wet or icy. Texture
added to the thermoplastic will improve the slip resistance.
Brick and cobblestone
may improve the aesthetic Figure 7
quality of the sidewalk,
but may also increase the
amount of work required
by pedestrians with
mobility impairments. For
example, tiles that are not
tightly spaced together
can create grooves that
catch wheelchair casters
(See Figure 7). These
decorative surfaces may
also create a vibrating
The space between the jointed surface causes wheelchair
bumpy ride that can be casters to swivel and catch and greatly increases the rolling
uncomfortable and resistance.
painful for those in
wheelchairs. The surface texture should not include more than a 1/4 inch rise
every 30 inch. Brick and cobblestone may heave or settle, creating unsafe
changes in level or become a tripping hazard for pedestrians, especially those
with vision and mobility disabilities. Decorative textured surface materials can
make it more difficult for pedestrians with vision impairments to identify
 detectable warnings, which provide critical information about the transition
from the sidewalk to the street. For these reasons, brick and cobblestone are not
recommended. Creative alternatives include smooth walkways with brick trim,
and colored concrete.
Changes in level/elevation are vertical rises between adjacent surfaces. Causes
of changes in level include:
• Tree roots pushing upwards.
• Uneven transitions from street to gutter to ramp.
• Heaving and settling due to frost.
• Buckling due to improper sub-base preparation.
Changes in level/elevation can cause major problems for:
• Pedestrians with mobility impairments-difficulty lifting feet, or
crutches (causing tripping).
• Pedestrians with vision impairments-difficulty detecting elevation
changes, (causing tripping).
• Pedestrian using wheelchairs-small front caster wheels swivel side-
ways and cannot climb over.
• Pedestrian using wheelchairs-difficult time rolling over large
changes in elevation.
Changes in level/elevation requirements:
• Up to 6 mm (0.25 in)-can remain without beveling.
• 6-13 mm (0.25 in-0.5 in)-bevel the surface with a maximum grade
of 50 percent (1:2).
• Greater than 13 mm (0.5 in)-remove or install a ramp with a
maximum grade of 8.3 percent.
Gaps, grates and other openings occur at railroad tracks, drainage inlets, air
vents, tree grates, etc. Wheelchair casters, inline skating wheels, as well as
bicycle wheels often get caught in openings and gaps wider than 1/2 inch or
which are incorrectly aligned. In these cases there is potential for the person to
be suddenly pitched forward. Walking aids such as canes and crutches can also
get caught in grates and gaps. When the cane tip slips through an opening, the
pedestrian can become unstable and risk falling. Grates should be placed within
the planter/furniture zone (See Figure 1) away from the pedestrian travel area,
and also away from the bottom of crosswalks and curb ramps.
Gaps and grates should be designed so that:
• Openings do not allow the passage of a 13 mm (0.5 in) sphere.
• The long dimension of the opening is perpendicular or diagonal to the
dominant direction of travel.
The impact of trees on the sidewalk corridor-- trees are generally planted
because they improve the pedestrian experience, improve the aesthetic
appearance of the streetscape, serve as a visual and auditory buffer between
pedestrians and traffic, provide shade, and may have a traffic calming effect.
Trees need a minimum of 1.2 m x 1.2 m (4 ft x 4 ft). They are also one of the

12
 most common causes of sidewalk cracks and changes in level. When water
is limited, tree roots tend to push through the surface (See Figure 8) and
spread out rather than down (See Figure 9) to look for new water sources.
Tree branches should be maintained to hang no lower than 2.0 m (6.7 ft)
(See Figure 10). Low hanging branches can be a safety hazard, especially for
pedestrians with vision impairments who may not detect them. Other
pedestrians with mobility impairments may have difficulty bending under them.
Careful selections of tree type, their placement and maintenance can provide a
comfortable and safer environment for all road users including pedestrians.

Figure 8 Figure 9 Figure 10

When trees do not get enough Trees planted with grates are This pedestrian, who is blind is walking down
water they tend to spread their less likely to cause sidewalk a sidewalk that contains a number of obstacles
roots out, which can break up the cracks than trees planted with- that are difficult to detect using a long white
surface of the sidewalk. out grates because the grate cane, because they protrude into the path of
allows a sufficient amount of travel between 685 mm (2.3 ft) up from ground
water to reach the tree roots. level and below 2.03 m (6.7 ft) in height.

13
Objects that protrude into the sidewalk corridor above 2 m (6.7 ft) are not
generally a problem for pedestrians with vision impairments (See Figure 11).
Pedestrians who use long canes will usually detect and avoid objects on the
sidewalk that extend below 0.69 m (2.3 ft). However, obstacles that protrude
into the sidewalk corridor between 0.69 m-2 m (2.3 ft—6.7 ft) and do not
extend to the ground (See Figure 10) are more difficult to detect and avoid.

Pedestrians with vision impairments often travel using the edge of the building
line. Objects mounted on the wall, post, or side of a building, should therefore
not protrude more than 0.1 m (4 in) into the sidewalk corridor (See Figure 12).

Figure 11 Figure 12

T h i s pedestrian. w h o is blind, w i l l h a v e a m u c h POTENTIAL PROBLEM:

easier time traveling on this sidewalk because When obstacles mounted on posts can be
there are no walls or post-mounted obstacles approached from the side they should not
that protrude more than 101 mm (4 in) protrude more than 101mm (4 in). This
pedestrian who is blind does not detect
the pole, which could cause him to collide
with the obstacle.

15
Driveway crossings serve the same purpose for cars as curb ramps serve for
pedestrians. They consist of many of the same components found in curb
ramps. Designers need to remember that as they change the grade to allow cars
to effectively negotiate the elevation change between the street and the
sidewalk, they must not compromise good pedestrian design practice.
Unfortunately, this happens quite often and pedestrians using wheelchairs and
other walking aids are sometimes put at risk of becoming unstable and falling.
ADAAG does not permit the cross slope of the sidewalk to exceed 2 percent.
Driveway crossings are often built with grade changes in the sidewalk corridor
that have cross slopes greater than 2 percent. Driveway crossings without level
landings force users to travel over the sidewalk flare. This design results in
rapid changes in grade and cross slope (See Figure 13), wheelchair users can
lose control and possibly tip over as the front wheel loses contact with the
ground followed by the opposing back wheel. Pedestrians with vision impair-
ments may not detect the difference in slope of the driveway flare and veer
towards the street and may enter the street without realizing it (See Figure 14).

Figure 13 Figure 14

PROBLEM This driveway POTENTIAL PROBLEM Although

design is not allowed by gradually sloped driveway crossings are
ADAAG Driveway crossings beneficial to people with mobility
must be level and not force users impairments, they can be problematic
to travel over the sidewalk flare for people with vision impairments
This design results in rapid unless there is a detectable difference in
changes in cross slope, which slope at the edge of the street If a visu-
compromises balance and ally impaired person veers toward the
stability for people who use street and isn't able to recognize where
wheelchairs The right front the driveway ends and the street begins,
wheel loses contact with the he or she may enter the street without
ground followed by the realizing it
opposing back wheel

Driveway crossings should be designed with the following guidance:

• Cross slope = 2.0 percent maximum
• Level maneuvering space
• Changes in level = flush (1/4 inch maximum)
• Flare slope =10 percent maximum

17
 Figure 15 illustrates good or acceptable design practice

Figure 15 Driveway Crossings

Good Design Good Design Acceptable Design Acceptable Design

Driveway crossings with Driveway crossings Driveway crossing Driveway crossing with
wide level sidewalks with level sidewalk with a level landing ramps parallel to the
jogged away from the sidewalk and sidewalk
street at grade with the street
see *1 see *2

*1 Potential tripping problem for pedestrians traveling over flare

*2 May have drainage problems There needs to be a detectable edge or lip for
pedestrians with vision impairments to distinguish the sidewalk and street
boundary at the base of the driveway

18
Curb ramps are necessary for access between the sidewalk and the street for
people who use wheelchairs (See Figure 16). Title II of the ADA specifically
requires curb ramps for existing facilities, as well as all new construction or
altered facilities. However, curb ramps can create a barrier for people with
vision impairments who use the curb to identify the transition point between
the sidewalk and the street. Because curb ramps eliminate the vertical edge of
the curb used by pedestrians with vision impairments, it is necessary to install
detectable warnings (Section 9) to mark the boundary between the sidewalk
and street. For some pedestrians who use walking aids such as canes, walkers
or crutches, curb
ramps may be diffi- Figure 16
cult to access. The
pedestrian must have
strength to lift his or
her body up over the
supporting device. A
wider crosswalk to
allow use of curb and
curb ramp (See
Figure 17) will
enhance access for
all users
Curb ramp components.

Curb ramp types:

Curb ramp types are Figure 17
usually categorized by their
structural design and how
they are positioned relative
to the sidewalk or street.
Selecting a curb ramp
design depends on site con-
ditions. Curb ramp types
include perpendicular, diag-
onal, parallel, combination,
and depressed corners.
Table 1 discussed the advan-
tages and disadvantages of
each curb ramp types.
GOOD DESIGN:
When a portion of the curb is included in the crosswalk, it
is easier for people with vision impairment to detect the
transition between the sidewalk and the street

19
 Table 2: Advantages and disadvantages of curb ramp types

Ramp Type Advantage to Pedestrian Disadvantage to Pedestrian

1) Ramp aligned with the crosswalk. 1) May not provide a straight path of
Perpendicular travel on larger radius corners.
2) Straight path of travel on tight radius.
See Figure 1 7 , 1 8 3) Two ramps per corner.

Diagonal 1) Pedestrian with a vision impairment

Not recommended can mistake a diagonal ramp for a
See Figure 19 perpendicular ramp and unintentionally travel
into the intersection because it is not aligned
with the crossing direction.
2) May conflict with motorists who are
traveling straight or turning if corner
radius is small.
3) Directs wheelchair users into the intersec-
tions. Requires wheelchair turning at the top
and bottom of the ramp.
A 1.2 m x 1.2 m (4 ft x 4 ft) bottom landing
is required. (See Figure 19).

Parallel
1) Requires minimal right-of-way. 1) Pedestrians need to negotiate two or
more ramp grades (makes it more
See Figure 20, 21, 2) Provides an area to align with the crossing.
difficult for wheelchair users).
22 The bottom landing is contained in the side-
walk and not the street. 2) Improper design can result in the
accumulation of water or debris on the
3) Allows ramps to be extended to reduce ramp
landing at the bottom of the ramp.
grade.
4) Provides edges on the side of the ramp that
are clearly defined for pedestrians with
vision impairments.

Combined
1) Does not require turning or 1) Visually impaired pedestrians need to negoti-
Parallel and
maneuvering on the ramp. ate sidewalk ramps.
Perpendicular
2) Ramp aligned perpendicular to the
See Figure 23 crosswalk.
3) Level maneuvering area at the top and
bottom of ramps.

Depressed Corners 1) Eliminates the need for a curb ramp. 1) Pedestrians with cognitive impairments may
have the illusions that the sidewalk and street
See Figure 24, 25 are unified pedestrian space (i.e., safe).
2) Improper design can allow large
vehicles to travel onto the sidewalk
to make tight turns which puts the pedestrian
at risk.
3) More difficult to detect the boundary between
the sidewalk and the street for persons with
vision impairments.
4) Service dogs may not distinguish the bound-
ary between the sidewalk and the street and
continue walking.
5) The design may encourage motorist to turn
faster by traveling onto the sidewalk.

20
Figure 18 Figure 19 Figure 20

GOOD DESIGN: Diagonal curb ramps arc not recommend- Parallel curb ramps won't
A level landing at the top of the ramp of at least ed. However, users must have enough well on narrow sidewalks but
1.2 m (4 ft). A 610 mm (2 ft) strip of detectable room to maneuver towards the direction require users continuing on
warnings must be installed at the bottom of a of the crosswalk. There must be a 1.2 m x the pathway to negotiate two ramp grades
perpendicular curb ramp. 1.2 m (4 ft x 4 ft) bottom level landing of
clear space outside the direction of motor
vehicle travel.

Figure 21 Figure 22 Figure 23

At intersections with narrow sidewalks and NOT RECOMMENDED Combined parallel and perpendi-
wide turning radii, two parallel curb ramps cular curb ramps lowers the
should be considered. elevation of level landings while
bridging the remaining elevation
gap.

Figure 24 Figure 25

PROBLEM: Decorative patterns used at Detectable warnings, contracting surface materials, and
depressed corners, such as this brick pattern, barrier posts are measures that can be used to convey
create a continuous pathway. People with vision the transition between the street and sidewalk at
and cognitive impairments have difficulty depressed corners. This corner would be a good
detecting where the street begins and ends. location for accessible signals.

Curb Ramp Specifications:

• Ramp Grade: ADAAG permits a maximum curb ramp slope of 8.3 percent
(preferred 7 1 percent to allow for construction tolerance)
• Cross slope on the ramp may not exceed 2 0 percent.

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 1
Minimum ramp width should be 1.2 m (4 ft) Figure 26
in new construction. In restricted spaces only,
the minimum width should not be less than
915 mm (3 ft).
Significant changes of grade as the pedestri-
ans travel from the down slope of the ramp to
the up slope of the gutter can cause wheelchair
users to fall forward (See Figure 26) and
should be 13 percent or less. Counterslope A wheelchair can bottom out at areas of rapid
should not exceed 5 percent. change of grade (greater than 13 percent). The
Curb ramp alignment should be perpendicular wheelchair can be pitched forward or thrown
backwards.
to the curb face. The ramp needs to
be aligned within the crosswalk with a straight Figure 27
path of travel from the top of the ramp to the
roadway to the curb ramp on the other side.
1
Detectable warnings (See Figure 27) across the
lower part of the ramp are required. Ramps
make it difficult for pedestrians with vision
impairments to detect the transition between the
sidewalk and the street. Detectable warnings
GOOD DESIGN
should have a visual contrast with the adjacent
A 610 mm (2 ft) strip of detectable warnings
walking surfaces. (See Section 9) shall be installed at the bottom of a curb ramp
• Transition points between adjacent curb ramp to indicate the transition from the sidewalk to
the street.
surfaces should be flush. Even a 13 mm (0.5 in)
change in level combined with a change in grade can complicate access for
wheelchair users. Curb ramp lips are not allowed by ADAAG.
• Sidewalk approach width should have a minimum of 1.2 m (4 ft). (See pre-
vious discussion in Section 3, Sidewalk Corridors.)
• Level landing at the top and bottom of the curb ramp should be 1.2 m x 1.2
m (4 ft x 4 ft) and the cross slope should not exceed 2 percent in any direc-
tion. This is necessary to allow wheelchair users to maneuver off the ramp

Figure 28 Figure 29

The 1.2 m (4 ft) width of this curb ramp The 915 mm (3 ft) width of this landing forces this wheelchair
provides sufficient turning space for user to travel over a portion of the flare to maneuver onto the
this wheelchair user. The maximum narrow landing. For this reason, the maximum slope of the flare
slope of the flares at this curb ramp should not exceed 8.3 percent and should be blended at the top
should be 10 percent. Measured at the appex. The ramp width should be widened up to 1.2 m (4 ft) to
face of the curb. allow for a tighter turn onto the landing.

22
 and onto the path of travel within the pedestrian zone. (See Figure 28). If
space is limited, the absolute minimum level landing width should not be
less than 915 mm (3 ft). (See Figure 29). However, in such a case, wheel-
chair users may have to travel over a portion of the flare in order to move
off the ramp onto the path of travel. To compensate, the warping of the
slope at the top area of the flare should be blended for easier travel across,
and the ramp width should not be less than 1.2 m (4 ft). The maximum
slope of the flare should not exceed 8.3 percent if the landing is between
0.9m-1.2m(3 ft-4 ft).
Table 2. Ramp length for perpendicular curb ramps based on ramp slope
Change in Elevation Ramp Length for 7.1 Ramp Length for 8.3
Percent Slope Percent Slope

203 mm 4.0 m 3.2 m

(8 m) (13.1 ft) (10.7 ft)

178 mm 3.5 m 2.8 m

(7 in) (11.4 ft) (9.3 ft)

152 mm 3.0 m 2.4 m

(6 m) (9.8 ft) (7.9 ft)

127 mm 2.5 m 2.0 m

(5 in) (8.2 ft) (6.6 ft)

101 mm 2.0m 1.6 m

(4 in) (6.5 ft) (5.3 ft)

This table assumes that the sidewalk corridor has a 2 percent slope and that the corner is level. The
length is for the ramp only and does not include sidewalk width required for level landing.

Curb ramp length is determined by the vertical height of the curb between the
roadway and the sidewalk. Assuming the cross slope of the corridor is constant
at 2 percent, the formula for determining ramp length is:

Table 2 calculates the minimum ramp length required for a 7.1 percent ramp
and an 8.3 percent ramp, based on the height of the required vertical change.

Additional good practice curb ramp design:

• Align the curb ramp within the marked crosswalk, so there is a straight path
of travel to the curb ramp on the other side.
• Provide adequate drainage to prevent the accumulation of water and debris
on or at the bottom of the ramp.
• Minimize ramp length by lowering the sidewalk to reduce the curb height.
Applicable in areas with narrow sidewalks.

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Pedestrians with vision impairments rely on nonvisual audible and tactile cues
to travel. Cues in the environment include the sound of traffic, presence of
curb ramps, verbal messages and audible tones in pedestrian signals, and
detectable warnings.
To accommodate the information needs of all pedestrians, it is important to
provide information in formats that can be assimilated using more than one
sense. Pedestrian information includes pedestrian signage, Accessible
Pedestrian Signals (APS) - audible tones, verbal messages, and vibrotactile
information, and detectable warnings.
Detectable warnings (See Figure 30) are a standardized surface feature built in
or applied to walking surfaces or other elements to warn visually impaired
people of potential hazards.

Figure 30

Curb ramp designs showing 610 mm (24 in) detectable

warning (U.S. Access Board-Detectable Warnings: Synthesis).

25
 Detectable warnings shall consist of a Figure 31
surface of truncated domes aligned in a
square grid pattern (See Figure 31):
• Base diameter of 23mm-26 mm
(0.9in-1.4in).
• Top diameter of 50-60 percent of
base diameter.
• Height of 5 mm (0.2 in).
• Center-to-center spacing of
41 mm-61 mm (1.6 in-2.4 in).
• Visual contrast of light-on-dark
or dark-on-light with adjacent
walking surfaces.

ADAAG Appendix, Section A,

29.2 recommends that the materials used
provide a contrast of at least 70 percent.
Contrast = [ ( Bl- B 2) / Bl] x 100
B1 = light reflectance value of Truncated domes aligned so that wheels
lighter area (LRV) may pass between them arc easier for
B2 = light reflectance value of some wheelchair users to negotiate
darker area (LRV) (Bentzen, Barlow, & Tabor, 2000.)

Detectable Warning Design Applications

Figure 32 Figure 34

A 610 mm (2 ft) strip of detectable A 610 mm (2 ft) strip of A 610 mm (2 ft) strip of
warnings shall be installed at the warnings shall be installed at warnings shall be installed at
bottom of a curb ramp to indicate the border of a depressed corner the edge of a raised crosswalk
the transition from the sidewalk to to identify the transition to identify the transition
the street. between the sidewalk and the between the sidewalk and street.
street.

26
Detectable warnings shall be placed at the bottom of curb ramps (See Figure
32) and other locations such as depressed corners (See Figure 33), raised
crosswalks and raised intersections (See Figure 34), borders of medians and
islands (See Figures 35 and 36), and at the edge of transit platforms and where
railroad tracks cross the sidewalk to warn people with visual impairments of
potential hazards. Detectable warnings must be installed across the full width
of ramps, and 610 mm (2 ft) in length up the ramp. The detectable warning

Figure 35 Figure 36

A ramped median should have a level landing that is Ramped islands shall include
1.5 m (5 ft) level landing. detectable warnings and have a level
landing.

should be set back 152 mm-200 mm (6 in-8 in) from the bottom of the curb
(refer to Figure 30 b above). This allows wheelchair users to gain momentum
before traveling over the truncated domes. It provides pedestrians with vision
impairments additional time to react to the detectable warning or advanced
warning before they reach the street. Smooth surfaces should be provided
adjoining the detectable warning to maximize contrast. Bricks and other
textured surfaces affect the ability of the pedestrian to detect the truncated
dome warnings.
Figure 37

Grooves do not provide a

detectable warning and pedestri-
ans can easily confuse them with
sidewalk expansion joints or
cracks in the sidewalk
(See Figure 37). They are not
allowed as a detectable warning by
Potential Problem:
ADAAG. Grooves are not the equivalent of a detectable
warning because they are not detectable
underfoot.

27
 Accessible Pedestrian Signals:
The implementing regulation under Title II of the ADA requires that all
facilities constructed or altered after January 1992 be designed and constructed
to be accessible to people with disabilities.
Audible tones and speech messages can provide standard information about
the status of the signal cycle (WALK, DON'T WALK). Information on the
location, direction of travel, and the name of the street to be crossed can also be
included. Infrared or Light Emitting Diodes (LED) transmitters can send
speech messages to personal receivers. In addition to providing information in
multiple formats, the physical design, placement, and location of the pedestrian
signal device need to be accessible to pedestrians with vision and mobility
impairments.
Accessible Pedestrian Signal (APS)
• Locate the push button as close as possible to the curb ramp without inter-
fering with clear space.
• The device should be operated from a level landing.
• Mount the device no higher than 1.0 m (3.5 ft) above the sidewalk.
• The control face of the button shall be parallel to the direction of the
marked crosswalk.
• One button per pole, each separated by 3 m (10 ft) is preferred.
• Place the device no closer than 760 mm (2.5 ft) to the curb, and no more
than 1.5 m (5 ft) from the crosswalk.
• The button should be a minimum of 50 mm (2 in) in diameter to be easily
operated by pedestrians with limited hand function. Avoid activation buttons
that require conductivity (unusable by pedestrians with prosthetic hands).
• The force to actuate the button should require a minimum amount of force
no greater than 15.5 N or 3 lbf to activate.
(For more information on Accessible Pedestrian Signals visit the Web sites at
http://www.mutcd.gov, www.access-board.gov and www.accessforblind.org)

29
Designing an effective pedestrian crossing involves the correct layout of pedes-
trian elements including: information (signs, accessible pedestrian/traffic
signals, markings), turning Figure 38
radius, visible crosswalks
(including raised crosswalks),
adequate crossing times,
medians (See Figure 35),
refuge islands, corner island
(See Figure 36), curb ramps
with detectable warnings, and
curb extensions (See Figure
38). It also involves careful
consideration of adequate sight
lines, traffic patterns, and
traffic signal phasing. Other
techniques such as restrictions
on right turns, pedestrian lead
times, and traffic calming Curb extensions improve visibility between
measures will benefit all pedes- pedestrians and motorists and make it easier to
trians. Regulations that prohibit install perpendicular curb ramps with level landing.
Regulations that prohibit parking at the corner can
parking at the corner can also also improve blocked sight lines
improve blocked sight lines.

Medians: Medians generally reduce crossing exposure and allow pedestrians to

negotiate vehicle traffic one direction at a time. Medians should be curbed or
barrier medians to physically separate pedestrians and motorists rather than
painted flush. Furthermore, all medians should be accessible to pedestrians.
The nose of the median should be extended beyond the crosswalk
(See Figure 39). If a cut Figure 39
through (See Figure 40) is
provided, it should be at least
1.8 m (6 ft) long and 1.5 m
(5 ft) wide. This allows 2
wheelchair users to pass each
other. In addition the edges
of the cut through must be
perpendicular to the street
being crossed.

GOOD DESIGN: The height of this median does not exceed

76 mm (3 in). This design allows for the construction of
shorter curb ramps and a longer level landing.

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 Ramped medians (See Figure 35), should have a curb ramp at either end and a
level landing at least 1.5 m x 1.5 m (5 ft x 5 ft). For all medians, cut through or
ramped, a 0.6 m (2 ft) strip of detectable warnings should be located at the
entrance and exit.
Corner Island: The design guidance for the island itself is similar to those of
the median. The island should be raised and designed with curb ramps
(See Figure 36) or a pedestrian cut-through (See Figure 41). If a cut-through
design is selected, it should provide at least 1.5 m (5 ft) of clear space in all
directions. In addition, a 0.6 m (2 ft) strip of detectable warning should be
included at every exit point on the island.
Ramped Corner Island (See Figure 36): The design should include curb ramps
that are at least 1.5 m (5 ft) wide (preferred), 1.5 m x 1.5 m (5 ft x 5 ft) level
landing and detectable warnings.

Figure 40 Figure 41

Cut-through medians s h o u l d be at least 1.525 m (60 in) Corner islands with cut-throughs
wide and should include 610 mm (24 in) strips of should be at least 1.525 m (60 in)
detectable warnings at both ends. wide at all locations and include
610 mm (24 in) strips of
detectable warnings

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