& Crossing Safety Frank A. Frey, Gen. Engineer Office of Safety - - PowerPoint PPT Presentation

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& Crossing Safety Frank A. Frey, Gen. Engineer Office of Safety - - PowerPoint PPT Presentation

High-speed Rail Development & Crossing Safety Frank A. Frey, Gen. Engineer Office of Safety Highway-Rail Crossing Div. U.S. Department of Transportation Washington, D.C. 20590 Federal Railroad Administration 2018 Community of Interest


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High-speed Rail Development & Crossing Safety

Frank A. Frey, Gen. Engineer

Office of Safety Highway-Rail Crossing Div. Washington, D.C. 20590

U.S. Department of Transportation Federal Railroad Administration

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ADVANCING H.S.R. IN THE U.S.A.

  • why high-speed rail
  • FRA’s Sealed Corridor
  • design criteria

2018 Community of Interest – Peer Exchange

Fort Worth, Texas

Michigan Central Train Station – Detroit 1913-1988

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population growth

+ 100 million people by 2050

Why HSR in the US?

1

Today – 315 million people

2018 Community of Interest – Peer Exchange

Fort Worth, Texas

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congestion & mobility

Why HSR in the US?

2

2007 2040

2018 Community of Interest – Peer Exchange

Fort Worth, Texas

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Why HSR in the US?

3

energy & environment

2018 Community of Interest – Peer Exchange

Fort Worth, Texas

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Where are the key US markets?

4 2018 Community of Interest – Peer Exchange

Fort Worth, Texas

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2018 Community of Interest – Peer Exchange

Fort Worth, Texas

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2018 Community of Interest – Peer Exchange

Fort Worth, Texas

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Appendix: Potential Tier Structure for Passenger Systems

Highway-Rail Grade Crossings

Tier IA IB IC II III IV V

Description Regional Rail Conventional Emerging HSR HSR Regional HSR Mixed Operations HSR Mixed Passenger HSR Dedicated HSR Express

  • Max. Speed

mph 0-65 0-79 80-110 111-125 126-150 0-150 0-150 0-200/220 Other traffic

  • n same

track None (or temporally separated) Mixed passenger and freight Mixed passenger and freight Mixed passenger and freight Mixed passenger and freight Conventional passenger

  • nly

None None Closures Consolidation encouraged in regional and conventional service; funding condition if part of HSR corridor Demonstrated effort and results required as part of funding process. No crossings above 125 mph Grade separated – entire corridor Grade separated – entire corridor Public highway-rail grade crossings, generally Private highway-rail grade crossings, generally Automated warning; supplementary measures where warranted Automated warning or locked gate preferred; cross-buck and stop or yield sign where conditions permit Automated warning; supplementary measures where warranted Automated warning or locked gate preferred; cross-buck and stop or yield sign where conditions permit Sealed corridor; evaluate need for presence detection and PTC feedback Automated warning with gates;

  • r locked gate

(interlocked with signal system at higher speeds) Barriers above 110, see §213.247 Presence detection tied to PTC above 110 mph None or as above See IC None above 125 mph None above 125 mph See IC None above 125 mph None above 125 mph None at any speed None at any speed None at any speed None at any speed System Safety Programs Crossing safety and trespass prevention issues included in SSP process. Plus FRA reviews management decisions and may disapprove.

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10

Close As Many Grade Crossings As Possible

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What does the FRA look for in crossing design??

  • Non-traversable Medians
  • 3 or 4 Quadrant Gates
  • Gate orientation
  • Cantilevers
  • Preemption (Advanced or Simultaneous)
  • Technologies (VPD, RHM)

2018 Community of Interest – Peer Exchange

Fort Worth, Texas

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Gates with 100’ non-traversable medians

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4-Quad gates

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3-Quad gates

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Pedestrian Treatments

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Pre-Signal Queue-cutter

Railroad Preemption

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Exit Gate Management System

Remote Health Monitoring

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Cantilevers

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Skewed Crossings

Acute Angled Obtuse Angled Less 90⁰ Greater 90⁰

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Acute Angled

Bad Good

AREMA Part 3.1.36B

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Obtuse Angled

Good Good

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The best grade crossings are…

2018 Community of Interest – Peer Exchange

Fort Worth, Texas

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Thank-you!

frank.frey@dot.gov (202) 738-2195