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2 Day Roundabout Workshop - Part 1
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2 day Roundabout2 day RoundaboutDesign WorkshopDesign Workshop
Instructor:Howard McCulloch
The DisclaimerThe opinions expressed by
NE ROUNDABOUTS are that ofNE ROUNDABOUTS and not necessarily that of NYSDOT
Roundabout WorkshopModule 1: History, Background & Examples
1900s - 1940s Rotaries and Traffic Circles Used
1950s Circular Intersections fell out of favor
1963 Great Britain redesigns the Circular Intersection
1980s Modern Roundabout used throughout Europe and Australia
1990s Modern Roundabout utilized in the U.S.Greater than 1000 now built in U.S.Over 300 more to be built this year alone
Circular Intersection History
Columbus Circle N.Y.C.
Roundabouts / Traffic Circles
Washington D.C. - Master Plan
Problems w/ Traffic Circles & RotariesA Scene from European Vacation
Traffic Circle vs. RoundaboutMalta Roundabout superimposed on Latham Traffic Circle
Tangential Approach geometry
vs.
Deflected Approach geometry
No European Vacationtype entrapment here
Traffic Circle vs. RoundaboutKingston Traffic Circle Under Construction to become a Roundabout
Traffic Circle vs. RoundaboutJohnson City Traffic Circle becomes Roundabout
Traffic Circle vs. RoundaboutRoundabouts do not have pedestrian facilities to center island
Truck Apron Should NOT Look Like Crosswalk
1990 First Modern Roundabout in Nevada
1992 Floridas first Modern Roundabout
1993 Marylands first Modern Roundabout
1995 Vermonts first Modern Roundabout
2000 New Yorks first Modern Roundabout
2004 Pennsylvanias first Modern Roundabout
2004 Virginias first Modern Roundabout
2004 Delawares first Modern Roundabout
2004 Ohios first Modern Roundabout
U.S. Modern Roundabout History
Colorado > 150Washington > 100Utah > 90 Maryland > 80North Carolina > 40Oregon > 35Florida > 30Kansas > 25California & Nevada > 20 eachNew York at least 16, with > 50 in design
throughout the state
Leading Roundabout States
Kingston 2 laner that replaced traffic circleNorth Haven single laner that was supposed 1 of 2Corning (x2) (2) 2 laners that were done for accessGriffiss 2 laner done in old air force baseRochester single laner on RIT campusLatham 2 laner from a restriped traffic circleGreat Neck single laner that replaced signalized circleVoorheesville single laner that replaced yield YGreenwich single laner that replaced signalized TIthaca single laner done without DOT knowledgePlattsburgh single laner that replaced signalized 4-way
New York Roundabouts
North Haven Long Island
Rome Former Griffiss Air Force Base
Rochester R.I.T. Campus
Great Neck Long Island (as signalized traffic circle)
Great Neck Long Island (as Modern Roundabout)
Great Neck Long Island
Voorheesville Capital District New York
Greenwich Eastern New York
Ithaca Central New York
Plattsburgh Northern New York
Johnson City: In constructionMalta: I-87 exit 12, Rt. 67 Corridor (5)Colonie: Albany Shaker Road @ Maxwell RoadTroy: Rt. 2 @ Pawling AvenueBuffalo Area: Harlem Rd. (3), Hamburg (4)Liberty: I-86 exit 100 (1), Rt. 55 @ Rt. 52 (1)Kinderhook: Rt. 9 @ Rt. 9H, 5 leg roundaboutGlens Falls Area (3) urban roundabouts
New York should average over 15 per year.
Upcoming New York Roundabouts
Roundabout SolutionsI-87 Exit 12 - Malta roundabout corridor
Short Queuing Area
Roundabout SolutionsI-87 Exit 12 - Malta roundabout corridor
Narrow BridgeU-turns / Access Control
Roundabout SolutionsI-87 Exit 12 - Malta roundabout corridor
View at Route 9 and Route 67
Visual Simulation
View of Route 67 at Cemetery
Visual Simulation
View of Route 67 at Malta Commons
Visual Simulation
View of Route 67 at Exit 12 Interchange
Visual Simulation
I-890 & Curry Road Ext. RotterdamA typical cloverleaf weave fix
RochesterThe Peanut
Harlem Rd, Buffalo Single lane opening
Harlem Rd, Buffalo multi lane future
Glens Falls 5 leg urban
South Glens Falls elliptical single lane
Maine (97) & New Hampshire (03) both have a few and are progressing designs
Vermont (95) has around 5 open and a few in the works, used to be the leading NE state
Massachusetts (01) & Rhode Island (02) each have at least 1 built and are looking to have state guidelines developed
Connecticut (95) has 7 or so built and ConnDOT has recently released rough guidelines will only allow single lane designs
Northeastern States Roundabout Status
Mass Transit at Rutgers - NJ
Provided by Gannett Fleming, Inc. and NJ DOT
People Leaving Work at Princeton - NJ
PENN DOT Guide to Roundabouts Publication No. 414 May 2001
Prepared by Michael Baker Jr., Inc. Guidelines for Implementation Excellent Questionnaire 5 Case Studies Comments were provided for Williamsport
where 5 roundabouts were being considered
Roundabout WorkshopModule 2: Safety
Why are Roundabouts Being Considered?
Safest Intersection High Capacity / Low Delay Good for All Modes of Traffic Geometric Flexibility Aesthetics
Top Ten Crash Fatality States
States Actively Progressing Roundabouts
89% reduction in fatalities = approx. 8,500 lives per year51,000 lives on this chart alone
1000+/-
Intersection Related Fatalities
Roundabouts2004 Preconstruction Training Conference
PresenterHoward McCulloch
Roundabout & Intersection Design Specialist
Lloyd RueDesign-traffic-safety Engineer
FHWA Montana
PresenterPresenterHoward McCullochHoward McCulloch
Roundabout & Intersection Design SpecialistRoundabout & Intersection Design Specialist
Lloyd RueLloyd RueDesignDesign--traffictraffic--safety Engineersafety Engineer
FHWA MontanaFHWA Montana
Crash Reduction Shoulder Widening
Widen shoulder from 0-8 ft (FHWA-RD-91-046)
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est. % reduction relatedaccidents
est. % reduction totalaccidents
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Crash Reduction Rumble Strips
Rumble strip crash reduction (FHWA-RD-00-032)
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est. % reduction in RORcrashes
est. % reduction in totalcrashes
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Crash Reduction Turn Lanes
Add major road right turn and left turn lanes at 4-legged urban signalized intersection (FHWA-RD-02-103)
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est. % reduction in intersection related crashes
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Crash Reduction - Roundabout
Conversion of existing intersection to small/moderate sized roundabout (FHWA-RD-00-067)
0
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est. % reduction forsmall/moderate
roundabout total crashes
est. % reduction forsmall/moderate
roundabout imjury crashes
%
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Safety Impacts of Modern Roundabouts Type of Roundabout
Converted from
# of Conversions
Percent Reduction of all Crashes
Percent Reduction of Injury Crashes
Single Lane, Urban
Stop Controlled
12 69% 80%
Single Lane, Rural
Stop Controlled
9 65% 68%
Multi-lane, Urban
Stop Controlled
7 8% 73%
Urban Signalized 5 37% 75% All 33 47% 72% Source: NYSDOT Study October 2003
The video you are about to see is somewhat graphic. The pedestrian shown in this video does actually
survive. The pedestrian was pronounced dead on the scene, revived
in the ambulance on the way to the hospital, and has made a full recovery.
WARNING
RED LIGHT RUNNING CAMERA
40 MPH T-Bone Crash
INSURANCE INSTITUTE FOR HIGHWAY SAFETY
Reduction of Total Crashes 39% Reduction of Injury Crashes 76% Reduction of Fatal and 89%
Incapacitating Crashes
On the web at: www.highwaysafety.org
CRASH REDUCTIONS FOLLOWING INSTALLATION OF ROUNDABOUTS IN THE UNITED STATES MARCH 2000
2004 Safety Data from Maryland DOT
Reduction of Total Crashes by 68%
Reduction of Property Damage Only Crashes by 41%
Reduction of Injury Crashes by 86%
Reduction of Fatal / Incapacitating Crashes by 100%
This resulted in a B/C analysis that indicated for every dollar spent on these projects, considering the 15-year service life of the roundabouts, there is a return of approximately $15.00 to be realized through accident reduction.
Towson, Maryland - Before
Towson, Maryland - After
Montpelier, VT RoundaboutAround 300 from a school
600 children per day
800 pedestrians per day
13,000 vehicles per day
Only 4 reportable crashes in 10 years
injury accidents down 69%
There are now over 40 roundabouts near schools
HOWARD, WISCONSIN
Bicycling has been made safer, and students are now allowed to bike to school. The president of the Bicycle Federation of Wisconsin also believes the roundabouts are safe and convenient for bicyclists and supports their construction throughout the state
Reportable vehicle crashes have virtually disappeared from the two intersections and injuries have been eliminated. This occurred in spite of the introduction of hundreds of inexperienced drivers to Lineville Roads existing traffic load after the new high school opened in August of 2000
The director of the Brown County Sheriffs Departments Patrol Division and the principal of Bay View Middle School both believe that traffic congestion and speeding have been significantly reduced along Lineville Road. The patrol director and principal also believe that safety has been greatly enhanced by the roundabouts.
Semi-trailer trucks, school busses, fire trucks, and other large vehicles can easily pass through the roundabouts. The manager of the school bus company that serves the Howard-SuamicoSchool District even stated that he would recommend roundabouts in other school districts.
The following are taken from: www.co.brown.wi.us/Planning/forms/lineville_roundabout_study.pdf
WASHINGTON STATE ROUNDABOUT
WASHINGTON SAFETY RECORD
Excerpts from Draft HDM Chapter 5
Roundabout WorkshopModule 3: Capacity Software
Roundabout Capacity Software
aaSIDRA RODEL / ARCADY SYNCHRO 6 Results of NCHRP 3-65 VISSIM PARAMICS
Two Types of Capacity Prediction Models
Empirical
RODEL or ARCADY Based on field
measurements, not theory
Capacity measured during at capacityoperation in U.K.
Gap Theory
SIDRA, SYNCHRO, VISSIM, Paramics Theoretical Capacity Seeing is believing
Note: They can give very different results
SIDRA
Developed in Australia Gap theory analysis Geometric parameters partially considered Used by 90% of the country Does signals, most other intersections also Calculates emissions Cost - $850 +/-
SIDRA Concerns over high capacity predictions
with low circulating flows can be resolved use 1.2 Environment Factor:
RODEL / ARCADY Developed in Great Britain Empirical analysis Geometric parameters considered Used by 30% of the country Some states use along with SIDRA
D.O.S. based Metric Only Only models roundabouts Cost - $800 for 1st copy then $300 each
Why Roundabouts Re-emerged
Research on 35 geometric variations
Many roundabouts were rehabilitated and new sites were considered
Follow up study confirmed the capacity prediction equations were valid
TRL study test track (U.K.) - 1968
Empirical Model
Strongly relates capacity to detailed geometry
Accidents also directly related to geometry Great tool for the design engineer Helps find the optimum geometry
Capacity of an Approach
The capacity of each entry to a roundabout was found to be a function of entering flow, circulating flow, and six geometric parameters.
Symbol
QeQcEVLDfR
Roundabout Capacity Prediction
Parameter
Capacity = maximum entering flow, pcu/hr
Circulating flow, pcu/hr Entry width, m Approach width, m Length of flare, m Inscribed circle dia., m Entry angle, degrees Entry radius, m
Geometric Parameters
Effective Geometric ParametersV = Approach
Roadway Width
E = Entry Width
L = Effective Flare Length
D = Inscribed Circle Diameter
R = Entry Radius
Phi = Entry angle
RODEL = ROundabout DELay
Capacity is VERY sensitive to geometry Delay Is VERY sensitive to capacity Therefore, delays can be incredibly sensitive
to geometry
The secret lies in the Delay-V/C curve This is the CRUX of intersection design Paradoxically the larger the delays and
queues, the easier they are to reduce.
Delays and the V/C Ratio
RODELs Confidence Level input Allows for variation / error in V/C Ratio assumption
Confidence Level range
1
0
0
%
C
L
0
%
C
L
D
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V/C Ratio
5
0
%
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L
8
5
%
C
L
Other programs only model here
8
5
%
C
L
SYNCHRO / SimTraffic 6 Uses HCM 2000 equations Dont think any states use HCM 2000 Geometric parameters not considered Recently released Compared to real sites? Will only analyze single lane roundabouts SIM Traffic will simulate 4 lane
Doesnt calculate L.O.S. based on delay Will do most other intersections
SYNCHRO clip Single Lane Roundabout
SYNCHRO clip Multi Lane Roundabout
SYNCHRO clip - Interchange
NCHRP 3-65 National Cooperative Highway Research Program Project is wrapping up FHWA would like U.S. program Will be gap theory based Formula will not allow the excessive capacity prediction that some of
the other gap theory models can provide
*See the 3-65 shows from TRB Conference*
Simulation Programs
Not typically used for roundabout design are being used to visually check predictions Great tools for Public Info Meetings Able to show network impacts Visually displays improved performance
provided by roundabouts VISSIM seems to be top choice Paramics is comparable but more expensive
Slingerlands Bypass Overview
Blessing Road Traffic Simulation
VISSIM Clip using Level 1 - $2000
VISSIM Clip *see the TRB show*
VISSIM Clip using Level 2 - $2000 more
VISSIM Clip colors based on speed
VISSIM Clip Rt 44 Smithfield, RI
Paramics Clip costs around $12,000
Paramics Clip