Railway Track Maintenance and Operations

The distance between two rails on a track, measured perpendicular to the direction of the track, at the top of the rails where the wheels run.

A device or method used to detect the presence or absence of an axle passing over it, and to count the number of axles.

The difference in elevation between the outer and inner rails of a curved track, designed to counteract the centrifugal force acting on a train.

The length of track over which the super-elevation is gradually increased or decreased to smooth out the transition between straight track and curved track.

The difference between the actual super-elevation and the theoretical super-elevation required for a given speed on a curve.

The difference between the actual super-elevation and the theoretical super-elevation required for a given speed on a curve, but in the opposite direction - the track is tilted too much.

The maximum speed at which a train can safely traverse a curve, taking into account the track geometry and the forces acting on the train.

The process of reducing the stress in a long welded rail track by heating or cooling the rails to induce controlled expansion or contraction.

A type of track maintenance involving the use of specialized equipment to lift, level, and pack the track structure.

A maintenance approach where track is categorized by its maintenance needs, with different levels of attention for different categories.

The process of systematically tightening loose track components during track maintenance.

A manual method of packing ballast around track sleepers (ties) during maintenance.

Observing the condition of sleepers as trains pass to identify potential problems.

A comprehensive track maintenance activity involving removing and replacing components, repairing, and realigning track sections.

Different types of level crossings are classified based on their importance and traffic flow, influencing safety standards and gate features.

Level crossings categorized by their usage: National Highways, State Highways, and roads of lesser significance.

Depending on the class of the level crossing (National Highway, State Highway, etc.), different standards dictate gate types, locking mechanisms, and overall safety measures.

A set of guidelines for responding to accidents, including breaches, covering reporting procedures, actions at the site, and documentation.

Detailed procedures for examining the site of an accident, ensuring accurate documentation and sketches for investigation.

The average rail temperature during fastening rails to sleepers after de-stressing LWR/CWR without a rail tensor. Essentially equal to t0 if a rail tensor is used.

The average rail temperature during fastening rails to sleepers at the time of installation of SWR/LWR/CWR.

The average of the maximum and minimum rail temperatures recorded over a period of five years.

The rail temperature at the time of any operation involving LWR, such as de-stressing.

The temperature at which LWR/CWR is free of thermal stresses.

A hydraulic or mechanical device used to physically stretch the rail.

The rate at which Cant (or Cant deficiency) changes per second, at the maximum permitted vehicle speed over a transition curve.

A sanded track provided after loop lines to prevent collisions with main line vehicles.

SSE/P.Way (In-charge) is responsible for supervising all track maintenance work within their authorized jurisdiction.

SSE/P.Way (In-charge) ensures regular track inspections, especially in extreme temperatures, and deploys mobile watchmen when necessary.

SSE/P.Way (In-charge) is responsible for restoring traffic following accidents, derailments, buckling, washouts, or rail fractures.

SSE/P.Way (In-charge) is responsible for the proper maintenance of ERCs (Expansion Restraint Control), ensuring the effectiveness of track fittings, and checking the soundness and squareness of sleepers.

SSE/P.Way (In-charge) is responsible for the correct execution of de-stressing, welding, and other track maintenance operations within the allocated block period.

SSE/P.Way (in-charge) ensures the timely recording of rail temperatures and de-stressing temperature.

SSE/P.Way (In-charge) ensures speed restrictions are imposed when rail temperature exceeds the threshold after maintenance work is completed.

The SSE/P.Way (in-charge) must be familiar with the prerequisites for proper functioning of LWR/CWR, limitations, and precautions associated with working on LWR/CWR.

The JE/SSE/P.Way (Sectional) is responsible for ensuring smooth communication and collaboration between the P.Way department and other departments like Works, Bridge, Operating, Signalling and Electrical departments, especially when joint efforts are needed for specific tasks.

The JE/SSE/P.Way (Sectional) works under the supervision of the SSE/P.Way (In-charge) and provides assistance as required in their office.

The JE/SSE/P.Way (Sectional) plays a crucial role in training Trackmen, Gateman, Keyman, Patrolman, and Stationary Watchman. This includes providing guidance on their specific duties, emphasizing safety and protection rules, promoting best maintenance practices, and conducting periodic checks during routine inspections.

In the event of an emergency, the JE/SSE/P.Way Sectional must adhere to the procedures outlined in Para 106(16) to handle the situation effectively.

When extreme weather conditions exist, the JE/SSE/P.Way Sectional must follow the guidelines detailed in Para 106(17) to ensure the safety and functionality of the track and trains.

During footplate/trolley inspections, the JE/SSE/P.Way (Sectional) is responsible for inspecting ongoing construction and other organization works (like RVNL, RITES, DFCCIL, etc.) to ensure the quality of work and the safety of running trains.

The JE/SSE/P.Way (Sectional) ensures the station yards are kept clean and organized. Materials should be stacked neatly for efficient management.

During train operations, the JE/SSE/P.Way (Sectional) monitors track movement in yards, particularly at turnouts, SEJs, glued joints, and fish plated joints. Any defects observed require immediate corrective action to maintain track integrity.