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Traffic Signal Operations Near Highway-rail Grade Crossings

Traffic Signal Operations Near Highway-rail Grade Crossings
Author: Hans W. Korve
Publisher: Transportation Research Board
Total Pages: 100
Release: 1999
Genre: Technology & Engineering
ISBN: 9780309068246

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Presents a review of the current practices associated with the operation of traffic signals at intersections located near highway-rail grade crossings.


Traffic Signal Preemption at Intersections Near Highway-rail Grade Crossings

Traffic Signal Preemption at Intersections Near Highway-rail Grade Crossings
Author:
Publisher:
Total Pages: 76
Release: 2017
Genre: Highway-railroad grade crossings
ISBN: 9780309389952

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TRB's National Cooperative Highway Research Program (NCHRP) Synthesis 507: Traffic Signal Preemption at Intersections Near Highway--Rail Grade Crossings documents the current practices of traffic signal preemption deployed at intersections adjacent to railway grade crossing in both the United States and Canada. The study provides information on practices dealing with traffic signal preemption, maintenance, funding, and operations.


Preemption of Traffic Signals Near Railroad Grade Crossings

Preemption of Traffic Signals Near Railroad Grade Crossings
Author: Institute of Transportation Engineers. Traffic Engineering Council. Joint Rail Grade Crossing Committee
Publisher:
Total Pages: 80
Release: 2019
Genre: Electronic traffic controls
ISBN: 9781933452975

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The Institute of Transportation Engineers (ITE) prepared this report to reflect the current state-of-the-practice and to provide the user with a broad overview of key considerations for the preemption of traffic signals near railroad grade crossings. Where a signalized intersection exists in close proximity to a railroad crossing and either queues from the intersection impact the crossing or queues from the crossing impact the intersection, the railroad signal control equipment and the highway traffic signal control equipment should be interconnected. The normal operation of the traffic signals controlling the intersection should be preempted to operate in a special control mode when trains are approaching. This proposed recommended practice was written primarily for an audience of engineers working for public agencies, railroads, and public transit agencies engaged in signal design and operational timing. The objective of this proposed revision is to include new information on the design and operation of traffic signal preemption that has been learned since the previous edition was published.


Timing Issues for Traffic Signals Interconnected with Highway-railroad Grade Crossings

Timing Issues for Traffic Signals Interconnected with Highway-railroad Grade Crossings
Author: Tapan K. Datta
Publisher:
Total Pages: 93
Release: 2013
Genre: Highway-railroad grade crossings
ISBN:

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The coordination of highway-railroad grade crossing warning signals with nearby traffic signals is of vital importance due to potential safety consequences. Interconnections between traffic signals in close proximity to railroad crossings provide an important safety function by allowing the railroad warning system to preempt the normal traffic signal operation and provide special phasing to clear vehicles queued over the railroad tracks, prohibit others from joining the queue, and maintaining traffic flow for non-conflicting traffic movements. In Michigan, there are approximately 200 interconnected highway railroad grade crossings that are all under regulatory control of the Michigan Department of Transportation. The MUTCD provides guidance concerning the use of preemption where the signalized intersection is within 200 feet of a railroad crossing. There is however, minimal guidance for locations where intersections are more than 200 feet beyond the railroad crossings. Some of these locations experience queuing problems due to high traffic volumes. The purpose of this research was to compile and review literature and current practices related to interconnected traffic signals and preemption in order to determine solutions for providing safe and efficient timings for the traffic signals and nearby highway-railroad grade crossing warning signals. A series of highway-railroad intersection configuration templates was developed as a part of this research. A set of guidelines was also developed with accompanying software to provide additional assistance for identification of possible interconnection locations that could utilize preemption concepts. The guidelines also assist in the determination of signal timing parameters for the phasing and timing design required as a part of the concept.


Non-vital Advance Rail Preemption of Signalized Intersections Near Highway-rail Grade Crossings

Non-vital Advance Rail Preemption of Signalized Intersections Near Highway-rail Grade Crossings
Author: Leonard Ruback
Publisher:
Total Pages: 124
Release: 2004
Genre: Highway-railroad grade crossings
ISBN:

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The Texas Department of Transportation (TxDOT) primarily uses simultaneous preemption of traffic signals near highway-rail grade crossings to clear queued vehicles prior to the arrival of a train at the crossing. At some intersections, 20 seconds of advanced warning may not be sufficient to allow the traffic signal to clear pedestrians using the normal clearance intervals between phases. The research developed an alternative method (non-vital advance preemption) of ensuring adequate pedestrian clearance in the presence of an approaching train without interfering with the normal preemption sequence at the intersection or installing costly additional track circuitry needed to provide advance preemption. Two strategies were investigated to ensure pedestrian clearance time. The first utilizes a lower-level preemption sequence to guarantee full pedestrian clearance to a terminating phase before the traffic signal starts the preemption sequence. The second strategy uses the pedestrian-omit feature to prevent the controller from activating the pedestrian interval if there is not sufficient time in advance of the start of the preemption sequence to provide full pedestrian clearance.