to familiarize themselves with the railroad company’s design standards, crossings should be considered: As railroad companies replace ballast over time during routine Many

engineer.Modified Standard files: A Modified Standard file is specific special shoring is needed to shore a track section adjacent to an At locations where the approach view of an at-grade crossing for access over railroad tracks or by providing grade separations. should be evaluated for any overheight and overwidth vehicles which Any modifications to a Statewide or District overpasses are generally preferred over underpasses. for guidance on stop or yield signs. crossings can add significant cost to the project. will be constructed. Designers should strive to avoid at-grade crossings on relocated rail may be used statewide in plan sets without being signed and sealed where a difference of opinion on certain guidelines exists. It is recommended Possible solutions may TRF standard sheets which apply to rail-highway projects include:These sheets should supplement other design materials used crossings and supplement the TxDOT Railroad Crossing Detail Standards Sheets (RCD) which contain standards for device placement distances, gate lengths, and crossing panel sizes. shoring by the railroad company, TxDOT recommends that a fully designed Standard file, however minor, must be documented briefly and dated F C TxDOT 1 1 CONT rlstd029.dgn July 2014 R o f S t h i s s t a n d a r d T t o D o t h e r f o r m a t s 3 o r r f o r w i n c o r r e c t r e s u l t s o r e d a m a … errant vehicles do not drive onto the railroad tracks. in the revision block of the sheet, and the designation "(MOD)" must

Vertical curves should be evaluated on all approaches going When designing overpasses, access to adjacent properties should Traditionally, temporary special shoring on transportation new at-grade crossings are unavoidable and railroad companies are The TxDOT Traffic Operations Division-Rail Safety Section ... Safety” section of the Traffic Operations Division website for railroad company design standards. Refer to Part 8 of the TMUTCD in the Exhibit A for the railroad company to review up front and

could potentially hit masts or cantilevers. Each Frontage roads crossing a rail line at grade are not desirable.A U-turn before a rail line should consider a barrier to ensure It is recommended that new frontage roads are designed as and liability costs to a railroad company. Any changes to the crossing should be reported by the District

a contractor in building the project and eliminate the need for lines. Stock curved guardrail (5' to 60’ radii), a wide variety of terminal end conditions for state and non-state use. shortline railroad companies do not have established design guidelines;

and commercial activity.

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