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Proceedings of the Eastern Asia Society for Transportation Studies, Vol.9, 2013 Modeling Crash Frequency at Highway-Railroad Grade Crossings Using a Two-Stage Classification and Regression Tree Method.

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How to use or fill out the Modeling Crash Frequency at Highway-Railroad Grade Crossings - EASTS - Easts online

This guide provides a clear and supportive framework for users to effectively fill out the Modeling Crash Frequency form focusing on highway-railroad grade crossings. Follow these steps to ensure accurate submission and contribute to valuable research in transportation safety.

Follow the steps to successfully complete the form.

  1. Click ‘Get Form’ button to access the form and open it in your preferred editing tool.
  2. Begin by entering your contact information in the designated fields. This includes your name, email address, and any relevant affiliation.
  3. Input details about the highway-railroad grade crossing. Provide specifics such as the location, crossing type, and applicable traffic control measures.
  4. Fill out the crash frequency section. Include data related to the number of incidents, types of vehicles involved, and any reported injuries or fatalities.
  5. Complete the variables that reflect environmental conditions. Specify factors like daily traffic volume, weather conditions, and the presence of safety equipment.
  6. Review all information entered for accuracy. Ensure that all necessary fields are completed and that the data is consistent.
  7. Save the changes made to the form. At this stage, you can choose to download a copy for your records or print it out if needed.
  8. Submit the form as per the provided instructions. This may involve uploading the document to a designated portal or emailing it to the relevant authority.

Start contributing to transportation safety research by completing the document online now!

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Excess Predicted Average Crash Frequency Using SPFs – This method represents the difference between the observed crash frequency for the site and the predicted crash frequency based on the SPF with information specific to the site.

To accurately calculate this rate, experts typically divide the total number of accidents by the total number of miles traveled by all vehicles within the observed group, then multiply the resulting figure by a constant factor, often 100,000,000 to derive the average crash rate per mile.

(a) Whenever a road user approaches a highway-rail grade crossing under any of the five circumstances enumerated in this subsection, the driver shall stop before the stop line (if present) and not less than 15 feet from the nearest rail of the track, and while so stopped shall listen and look in both directions along ...

The Index of Crash Frequency (ICF) measures the difference between expected and reported number of crashes divided by the standard deviation of the difference in the estimate.

The expected crash frequency is the long-term average crash frequency that would be expected from the specific site and is more statistically reliable as compared with the predicted crash frequency.

The expected crash frequency is the long-term average crash frequency that would be expected from the specific site and is more statistically reliable as compared with the predicted crash frequency.

Highway-railroad grade crossings are intersections where a highway crosses a railroad at-grade. They are also called level crossings in other countries such as Canada, Australia, and the United Kingdom.

An active-railroad crossing is controlled with electric signals. A gate will usually close, lights flash and a sound is made. A passive railroad crossing does not have any lights, sounds, or gates. They are just marked by a railroad crossing sign and a yield or stop sign.

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