Countermeasure Strategies for Pedestrian Safety Pedestrian … · 2016-01-06 · CASE STUDY:...
Transcript of Countermeasure Strategies for Pedestrian Safety Pedestrian … · 2016-01-06 · CASE STUDY:...
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Countermeasure Strategies for Pedestrian Safety
Pedestrian Safety at Roundabouts
Hillary Isebrands Federal Highway Administration
January 6, 2016
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Today’s Presentation
Introduction and housekeeping
Audio issues? Dial into the phone line instead of using “mic & speakers”
PBIC Trainings and Webinars www.pedbikeinfo.org/training
Registration and Archives at pedbikeinfo.org/webinars
PBIC News and updates on Facebook www.facebook.com/pedbike
Questions at the end
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Countermeasure Strategies for Pedestrian Safety Webinar Series
Upcoming Webinars
Transit and Pedestrian Safety
Wednesday, January 20 (1:00 – 2:30 PM Eastern Time)
To view the full series and register for the webinars, visit www.pedbikeinfo.org/training/webinars_PSAP_countermeasurestrategies.cfm
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WHY WELL DESIGNED ROUNDABOUTS
WORK FOR PEDESTRIANS
Slow speed entry = yield
Slow speed exit
Truck apron
Splitter island
Crosswalk ~1
car length back
Deflection = slow speeds
throughout
Separated sidewalks
direct peds to
crosswalks
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PEDESTRIAN ROUNDABOUT EXPERIENCE
Low speeds (15-25mph)
Fewer conflict points (16 to 8 ped-veh)
Shorter crossing distances
Cross only one direction of travel at a time
5
Ph
oto
cre
dit
s: B
utz
ek
Source of Images: Seattle DOT
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Belgium study*
Converting an unsignalized intersection to a roundabout
associated with 27% decrease in pedestrian crashes
US experience
No existing comprehensive “before” and “after” crash data
analyses
Surrogate safety metrics such as vehicle speed and
yielding compliance can also be used
Multilane crossings still present a multiple threat
challenge for pedestrians
Audible cues needed to assess gaps and judge vehicle
yielding behavior are different as compared to orthogonal
intersections
PEDESTRIAN SAFETY
*De Brabander, B., & Vereeck, L. (2007). Safety Effects of Roundabouts in Flanders: Signal type,
speed limits and vulnerable road users. Accident Analysis & Prevention, 39(3), 591-599.
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SIGHT DISTANCE
SPLITTER ISLAND
CROSSWALKS
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STOPPING SIGHT DISTANCE
Source: NCHRP 672, Roundabouts: An Informational Guide, 2nd Edition
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STOPPING SIGHT DISTANCE
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SPEEDS AT CROSSWALK
Entry Curvature = Slow entry R1
Slow circulating R2
Average vehicular speeds at ped crossing dictated by geometry acceleration rate of 4-7 ft/sec*sec and dist to crossings ….18 mph Source: MTJ Engineering
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Landscape
consideration: DO
NOT block sight line
SIGHT LINE TO EXIT CROSSWALK
Source: NCHRP 672, Roundabouts: An Informational Guide, 2nd Edition
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Typically raised
Width – minimum* of 6 ft at the crosswalk
Typical crosswalk setback of 20 ft
Approx one vehicle length behind yield line
Lengths may vary between entrance and exit
* Minimum if a two-stage crossing
SPLITTER ISLAND DESIGN GUIDANCE
Source: NCHRP 672, Roundabouts: An Informational Guide, 2nd Edition
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PEDESTRIAN DESIGN DIMENSIONS
Source: 2011 AASHTO Green Book
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CROSSWALK OPTIONS
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CROSSWALK OPTIONS
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CROSSWALK OPTIONS
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CROSSWALK OPTIONS
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ACCESSIBILITY AT
ROUNDABOUTS IN THE
UNITED STATES
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EAGLE COUNTY, CO
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Blind pedestrians must master
four principal tasks for crossing a
street:
1. Finding the crosswalk &
identifying the intended
crossing location
2. Aligning to cross
3. Deciding when to cross
4. Maintaining alignment while
crossing multiple lanes until
the far side is reached
ACCESSIBILITY RESEARCH AT
ROUNDABOUTS
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RAISED CROSSWALK IN GOLDEN, CO
Photo Source: City of Golden, CO
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PEDESTRIAN HYBRID BEACONS IN
GOLDEN, CO
Photo Source: Isebrands
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PEDESTRIAN HYBRID BEACON
PECOS/I-70 RAMP, DENVER, CO
Photo Source: Isebrands
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The objective of this effort was to conduct field studies at multilane roundabouts with the goal of defining the region of feasibility for RRFBs at multilane roundabouts to provide guidance and data for practitioners(1) and the U.S. Access Board(2).
FHWA EVALUATION OF RECTANGULAR
RAPID FLASHING BEACONS AT MLR
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Percent Intervention
Pedestrian Delay
Free Flow Speed at
Crosswalk
Driver Yielding Rate
at Crosswalk
FHWA RRFB EVALUATION PERFORMANCE
MEASURES – ACCESSIBILITY AUDIT
Conceptual relationship between interventions and other factors
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Based on this research, RRFB installations should
… be installed as a two -stage crossing with separate devices for crosswalks on the roundabout’s entry and exit legs
… be installed on both ends of the crosswalk; both at the curb and at the splitter island
… be installed to be as visible as possible to drivers, and the design should consider the brightness and orientation of the devices
… need to be outfitted with audible devices with both a pushbutton locator tone and a speech message indicating when the yellow lights are flashing
FHWA RRFB CONFIGURATION RESULTS
AT ROUNDABOUTS
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RRFB IN AVON, CO
Photo Source: Isebrands Photo Source: Isebrands
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SIGNING & MARKING
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Proper signing is important
YIELD
Pedestrian Warning
Lane Use
High visibility crosswalks
are preferred
VISIBILITY OF THE CROSSWALKS
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PEDESTRIAN SIGNS SHOULD STAND OUT
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LANDSCAPING
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Wherever possible, sidewalks should be set back from
the edge of the circulatory roadway with a landscape
strip
Discourages pedestrians from crossing to the central island or
cutting across the circulatory roadway of the roundabout
Helps guide pedestrians with vision impairments to the
designated crosswalks
Landscape strips provide
Increased offset from traffic
Room for signs, street furniture and snow storage
Buffer to allow for the overhang of large vehicles as they
navigate the roundabout
SIDEWALK BUFFERS
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SIDEWALK BUFFERS
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Avoid landscaping in the
line of sight of crosswalks
Within critical visibility areas
limit height to 2 ft
SPLITTER ISLAND & APPROACH
LANDSCAPING
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Hardscape treatments , patterned concrete or paver surface,
may be used on splitter islands in lieu of landscaping
SPLITTER ISLAND & APPROACH
LANDSCAPING
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LIGHTING
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Pedestrians illuminated
Signs illuminated
PERIMETER LIGHTING
Study Source: Hasson and Lutkevich
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PERIMETER ILLUMINATION
Source: NCHRP 672, Roundabouts: An Informational Guide, 2nd Edition
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Pedestrians visible only as
silhouettes
Signs not visible
CENTRAL ILLUMINATION
Study Source: Hasson and Lutkevich
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ECOLUMINANCE STUDY – NY STATE/RPI
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IESNA LIGHTING LEVELS
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FHWA-HRT-08-053
April 2008
Available at
http://www.tfhrc.gov/s
afety/pubs/08053/08
053.pdf
INFORMATIONAL REPORT ON LIGHTING
DESIGN FOR MIDBLOCK CROSSWALKS
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SAMPLE ILLUSTRATIONS FROM
FHWA REPORT
Fig 12. New design for midblock
crosswalk lighting layout Fig 11. Traditional midblock
crosswalk lighting layout
Recommended lighting level: 20 lux at 5’ above pavement
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CASE STUDY
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CASE STUDY: ROUNDABOUTS (GREAT
NECK PLAZA, NY)
Problem/Background
Small, dense, suburban
community on Long Island
High pedestrian activity &
older population Busy central business district
High-use train station
Excessive vehicle speeds
G r e a t N ec k P l a z a , N Y
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CASE STUDY: ROUNDABOUTS (GREAT
NECK PLAZA, NY)
Solution City received traffic calming grant
from state DOT
Goal: calm traffic, enhance visibility of
pedestrians, & improve crosswalk safety
4-way STOP replaced by roundabout
Contrasting pavement color, curb
extensions, fencing, and islands used to
direct traffic
Other locations: i l luminated
pedestrian crossings and speed
awareness devices installed
Cost: $365,000 for the roundabout,
$275,000 for the other improvements
G r e a t N ec k P l a z a , N Y
Before
After
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CASE STUDY: ROUNDABOUTS (GREAT
NECK PLAZA, NY)
Results
Pedestrian collisions reduced near the roundabout after installation
Users indicate a safer pedestrian environment
Vehicle flow improved
Effect of pedestrian crossing signs & speed warning devices not as good
Officials and residents consider project a success
G r e a t N ec k P l a z a , N Y
Speed awareness device
installed at same time as
roundabout
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BICYCLISTS
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BICYCLIST ROUNDABOUT EXPERIENCE
Low speeds (15-25mph)
Fewer conflict points
Bicyclists can take the lane OR use bike ramp to exit to multi-use path and cross with pedestrians
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BICYCLISTS AT ROUNDABOUTS
Photo credits: Isebrands
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BIKE & PED PATH RINGS IN NETHERLANDS
https://bicycledutch.wordpress.com/2013/05/09/a-modern-amsterdam-roundabout/
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SUMMARY & QUESTIONS
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SUMMARY
Low speeds (15-25mph)
Fewer conflict points (16 to 8 ped-veh)
Shorter crossing distances
Cross only one direction of travel at a time
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Source of Images: Seattle DOT
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