Signalization Strategies for Greet Streets

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Signalization Strategies for Great Streets Integrating Time and Space in NYC Ryan Russo Assistant Commissioner October 2013 NACTO Designing Cities

Transcript of Signalization Strategies for Greet Streets

Page 1: Signalization Strategies for Greet Streets

Signalization Strategies for Great Streets Integrating Time and Space in NYC

Ryan Russo

Assistant Commissioner

October 2013

NACTO

Designing Cities

Page 2: Signalization Strategies for Greet Streets

• Timing Strategies

A. Progressions & Splits

B. Shorter Cycle Length

C. Cycle Coordination

D. Feathering

• Phasing Strategies

1. LPI [Leading Pedestrian Interval]

2. Split Phase vs Split LPI

3. Bicycle Signals & Phasing

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Outline

Page 3: Signalization Strategies for Greet Streets

• Faster Progression & Higher Split for Major Street that is

Losing Lane

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A. Progressions & Splits (1)

• Advantages

– Compensates for lost moving lane, ped-bike benefits can come at no

cost to motorists

• Challenges

– Can reduce crossing time and provide opportunities for speeding

Prospect Park

West, Brooklyn

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• Slower Progression & Lower Split for Major Street when Lane

Cannot be taken

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A. Progressions & Splits (2)

• Advantages

– Calm traffic

– More opportunities to cross

• Challenges

– Longer delays

Lafayette Ave,

Brooklyn

Page 5: Signalization Strategies for Greet Streets

• Shortening Cycles, Increasing Frequency of Phase Turnover

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B. Shorter Cycle Lengths

• Advantages

– Facilitate pedestrian crossing, increase compliance

– Discourage speeding

– Reduce side street delay

• Challenges

– Providing minimum crossing time on wider streets

15 30 45 60 75 90 105 120 135 150 165 180 195 210 225 240

120 sec cycle

60 sec cycle

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C. Cycle Coordination, Supporting Lane Removal

15 30 45 60 75 90 105 120 135 150 165 180 195 210 225 240 255 270 285 300 315 330 345 360

90 sec cycle

120 sec cycle

15 30 45 60 75 90 105 120 135 150 165 180 195 210 225 240 255 270 285 300 315 330 345 360

60 sec cycle

120 sec cycle

X X

X X X

Classon Ave,

Brooklyn

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• Reduce green time for major road as it approaches location

with constrained capacity

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D. Feathering

• Advantages

– Prevents traffic from overwhelming a pinch point

– Provides a “slow & steady” feeling to motorists rather than “hurry up

and wait”

% Green Time for Major Artery

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Broadway-Amsterdam-W 71st St

Manhattan, 2011

Intersection Improvements

Page 9: Signalization Strategies for Greet Streets

Broadway-Amsterdam-W 71st St

Manhattan, 2011

Intersection Improvements

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• Hold parallel/turning traffic for several seconds at beginning of

pedestrian “WALK” phase

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1. Leading Pedestrian Interval

• Advantages

– Gives pedestrians head start to “take” crosswalk before adjacent

through/left turn movement phase

– Improves motorist visibility of pedestrians

• Challenges

– Holds all vehicles, not just turns

– Pedestrian / turning vehicle conflict remains

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2. Split Phase vs Split LPI

W 23rd St.

7th A

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7th A

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W 23rd St. W 23rd St.

7th A

ve

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1 2 3

Split Phase

Split LPI

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• Advantages

– LPI benefits

– No lost time for traffic proceeding straight or

pedestrians

• Challenges

– Turning conflict remains

– Requires turning traffic to use “flashing yellow”

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2. Split Phase vs Split LPI

• Pedestrian head start w/red signal for turning traffic only, then

flashing amber for turns while peds complete crossing

Split LPI

Split Phase

• Advantages

– Complete separation of pedestrian from

turning traffic

– No lost time for traffic proceeding straight

• Challenges

– Limits time available for pedestrian crossing

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Intersection & Access Improvements Manhattan, 2011

Harlem River Park Gateway

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Intersection & Access

Improvements

Manhattan, 2011

Harlem River Park Gateway

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Barclays Center

Brooklyn, 2012

Flatbush Ave & Atlantic Ave

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7th Avenue at W 23rd Street

Manhattan, 2011

Pedestrian Safety Improvement

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7th Avenue at 23rd Street

Split Phase

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7th Avenue at W 23rd Street

Manhattan, 2011

Pedestrian Safety Improvement

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Atlantic Ave at Entrance to BQE Brooklyn Waterfront Greenway Access

Brooklyn, 2012

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Atlantic Ave at Entrance to BQE Brooklyn Waterfront Greenway Access

Brooklyn, 2012

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• 60th St Right Turn to 3rd Avenue

– 350 R/Ts, 550 pedestrians

– Truck Route Connection

– Existing Split Phase

– Turn Demand > Time Provided

– Ped Killed During Turn Phase in 2013

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Midtown: Split Phase or Split LPI?

Page 22: Signalization Strategies for Greet Streets

• Bicycle Signal / Split Phase

– Separates turning vehicles from thru

bikes and peds

– Poor LOS for Bikes / Non-

Compliance

– Reserved for heavy conflicts 22

3. Bicycle Signals/Split Phase vs Mixing Zones

• Mixing Zone

– No Bicycle Symbol Signals

– Turning Vehicles & Cyclists

Negotiate Conflict

– Cyclists can platoon w/signal

progression

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