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Railroad switch

A railroad switch, also known as a turnout or set of points, is a mechanical installation that enables railway trains to be guided from one track to another at intersecting or diverging points.^[1]^[2] These devices are essential components of railway infrastructure, allowing for the efficient routing of trains on mainlines, sidings, and yards by aligning movable rails to direct wheel flanges onto the desired path.^[3] In yards, switches facilitate the low-speed assembly, disassembly, and sorting of trains, often operated manually or with simple mechanisms, while on mainlines they support higher-speed operations for passing, diverging routes, or maintenance access, typically controlled remotely via signals and power systems.^[3] Misaligned or improperly operated switches pose significant safety risks, including derailments or infrastructure damage, underscoring the need for precise engineering, regular maintenance, and adherence to operating rules.^[3] The core structure of a railroad switch consists of several key components designed to ensure smooth transitions and durability under heavy loads. Stock rails form the fixed outer boundaries of the tracks, while movable switch points—tapered rails connected by a throw bar—pivot to guide the train's wheels toward the straight or diverging route.^[2] Closure rails bridge the gap between the points and the frog, where the rails of the two tracks cross at an angle; the frog itself is a critical V-shaped casting that allows wheels to pass over the intersection without derailing, often made of manganese steel for high-traffic areas.^[1]^[2] Guard rails, positioned parallel to the stock rails near the frog, prevent wheels from dropping into the crossing, enhancing stability.^[2] Additional elements include heel blocks at the switch base for secure attachment to ties, and switch ties—specialized timber or concrete supports—that anchor the assembly.^[1] Railroad switches are classified by type and design to suit varying operational demands, with the "number" of a turnout indicating its divergence angle (e.g., a No. 7 turnout has a 1:7 ratio, allowing gentler curves for higher speeds).^[1] Common frog types include spring-rail for flexible guidance in yards, rail-bound manganese for durable mainline use, and self-guarded variants for lower-speed applications up to 30 mph.^[1] Operationally, switches can be facing (encountered points-first for diverging) or trailing (frog-first for merging), with modern installations often featuring power-operated mechanisms—electric, pneumatic, or hydraulic—for remote control, replacing early manual levers.^[2]^[4] Historically, railroad switches originated in the late 18th century with rudimentary designs for mine tramways, used manually on early 19th-century steam railroads with simple stub switches, evolving to split-point systems by the late 1800s to handle heavier traffic and improve safety.^[5]^[6] Automation began in the early 20th century with electric and compressed-air machines, followed by remote controls in the 1930s and computerized systems in the 1950s, significantly improving safety and efficiency across global rail networks.^[4] Today, switches remain governed by standards from organizations like the American Railway Engineering and Maintenance-of-Way Association (AREMA), ensuring compatibility with modern high-speed and freight operations.^[1]

Overview

Definition and Purpose

A railroad switch, also known as a turnout or points, is a mechanical device that enables trains to change tracks by guiding the wheels from one rail to another, thereby directing rail traffic onto divergent paths.^[7] This installation is fundamental to rail infrastructure, allowing for the seamless diversion of locomotives and cars between routes without requiring full stops or reversals.^[8] The primary purposes of railroad switches include facilitating the branching, joining, or crossing of tracks, particularly in rail yards, sidings, and mainlines where multiple routes converge.^[3] In yards, they support essential operations such as storing equipment, conducting inspections and maintenance, and assembling or disassembling trains, thereby optimizing the flow of both passenger and freight traffic.^[3] By providing operational flexibility, switches enhance the overall capacity and safety of rail networks, preventing unauthorized or misdirected movements that could lead to collisions or derailments.^[9] At its core, the basic mechanics of a railroad switch involve movable rails, referred to as points, which are tapered and hinged to align precisely with fixed stock rails, creating the necessary gap—typically around 5 inches—to guide wheel flanges onto the desired path.^[7] Key components such as these switch rails and the V-shaped frog at the divergence point ensure smooth transitions.^[7] Historically, switches have evolved from simple manual devices operated by switchmen using levers to complex automated systems controlled electrically or pneumatically, reducing human error and increasing operational speed.^[9] Railroad switches are crucial for rail efficiency, as they enable complex routing configurations that allow trains to maintain momentum while navigating interconnected networks, thereby minimizing delays and maximizing throughput in high-traffic areas.^[8]

Terminology

In railroad engineering, terminology for switches and related components varies by region and context, ensuring precise communication among professionals. In North American usage, a "turnout" refers to the complete assembly that diverts trains from one track to another, encompassing the switch, frog, closure rails, and guard rails.^[10] By contrast, British English commonly employs "points" for the entire mechanism or specifically the movable rails, while "switch" is more prevalent in American English for the movable elements.^[11] The term "blade" is often used interchangeably with "point" to describe the tapered, movable rail sections in British nomenclature.^[8] Related concepts distinguish directional and geometric configurations. "Facing points" describe a switch approached head-on by an oncoming train, allowing route selection, whereas "trailing points" are those passed from the heel end, permitting passage over only one route. An "equilateral turnout" features symmetric divergence to both sides in a Y-shape, unlike the more common "unequal turnout" where one route remains straight and the other diverges at an angle.^[8] Key acronyms include FPL for "facing point lock," a mechanism that secures points in position during facing movements to prevent unintended shifts.^[12] AREMA, the American Railway Engineering and Maintenance-of-Way Association, establishes industry standards for switch design and terminology, influencing North American practices.^[13]

Essential Terminology Glossary

Historical Development

Early Inventions

The origins of railroad switches trace back to the rudimentary wooden wagonways of the 18th century in Europe, primarily developed for transporting coal in mining regions. These early systems relied on simple mechanisms such as turnplates or sliding wooden rails to divert horse-drawn wagons between tracks, allowing operators to manually reposition vehicles at junctions. Such prototypes were essential for efficient underground and surface haulage but were limited by their fragility and imprecision.^[15] In the 1780s, the shift to iron plateways marked a significant advancement, introducing more durable switches manually operated via levers. English mining engineer John Curr is credited with one of the earliest documented inventions in this area, describing a hinged blade switch in 1797 for use in Sheffield collieries. Curr's design facilitated smoother transitions for coal carts on L-shaped iron rails, where the rail flange guided the plain wheels, and it became widely adopted in European mining by the early 1800s, enhancing transport efficiency while still requiring hand operation. His subsequent patents in the 1790s further refined iron plateway components, including switching elements, to withstand heavier loads.^[5] The advent of steam railroads in the early 19th century prompted adaptations for flanged wheels, which became standard by the 1830s. Unlike earlier plateways, edge rail systems used wheels with inner flanges to maintain alignment, necessitating switches that could reliably guide these flanges through diverging paths. British engineer William Jessop had pioneered flanged wheels in 1789 for better stability on iron rails, but their integration into public steam lines, such as the Stockton and Darlington Railway in 1825, accelerated switch redesigns to prevent misalignments at speeds beyond horse traction.^[16]^[17] A pivotal innovation came from civil engineer Charles Fox, who patented an improved point mechanism in 1832. Fox's design employed hinged movable points instead of sliding rails, allowing for precise and secure track divergence while reducing the physical effort needed for operation. This addressed key limitations of prior systems and set a precedent for safer routing on emerging rail networks.^[18] Early switches, however, posed substantial challenges, including frequent derailments from wooden components warping under weather or load, brittle early iron failing under stress, and manual levers prone to operator error or sabotage. These risks were particularly acute in coal tramways and nascent steam lines, where imprecise alignment could lead to catastrophic accidents, underscoring the era's reliance on basic materials and human intervention.^[5]

19th and 20th Century Advancements

During the mid-to-late 19th century, railroad switches saw significant material and design improvements as rail networks expanded rapidly in the United States and United Kingdom. Cast iron frogs, which provided greater durability over earlier wooden or wrought iron versions, became widely adopted starting in the 1850s, enabling more reliable wheel transitions at diverging tracks.^[19] Spring switches, featuring resilient points that returned to a default position after train passage, were also introduced and proliferated during this era, particularly in the 1870s and 1880s, to enhance safety and reduce maintenance on high-traffic lines.^[5] These advancements addressed the limitations of manual stub switches, supporting the industrialization of rail infrastructure amid booming freight and passenger demands.^[20] By the 1890s, mechanization accelerated with the introduction of pneumatic and electric actuators, marking a shift from purely manual operations. George Westinghouse's Union Switch & Signal Company, founded in 1881, patented early electro-pneumatic systems that used compressed air controlled by electrical signals to move switch points, improving precision and speed on busy junctions.^[21] These innovations, including the first electro-pneumatic interlocking in 1891, allowed for safer, more automated control, reducing human error in complex track layouts.^[22] In the early 1900s, safety features like facing point locks were standardized to prevent switches from being thrown under moving trains, a response to frequent derailments on facing routes.^[23] Concurrently, the predecessor of the American Railway Engineering and Maintenance-of-Way Association (AREMA), established in 1899, began developing uniform standards for switch components, including geometry and materials, to facilitate interoperability across North American railroads.^[24] These efforts promoted consistency in design and installation, aiding the efficient expansion of national rail systems. The World Wars profoundly influenced switch development, as military logistics demands necessitated robust, high-capacity rail networks capable of sustaining massive troop and supply movements. During World War I, Allied forces relied on railways for logistics under heavy loads.^[25] World War II highlighted the critical role of switches in diverting supply trains, though infrastructure including switches often required rapid repairs after damage.^[26] Key milestones in the mid-20th century included the widespread implementation of remote control switches in the 1930s, allowing operators to manage points from centralized towers and boosting efficiency on double-track mainlines. By the 1950s, electro-pneumatic systems evolved into more integrated setups, combining electrical controls with air-powered actuators for faster, more reliable operation on electrified lines, as seen in post-war reconstructions that prioritized automation for growing freight volumes.^[4]

Modern Innovations

In the late 20th century, railroad switches transitioned from manual and electro-pneumatic systems to computerized electric machines, enhancing reliability and remote operation. The IRM-23 model, developed by Intertech Rail, exemplifies this shift with its dual-control electric design using worm gear actuators for precise point movement, allowing integration with centralized control systems and reducing human intervention.^[27] These advancements, building on earlier electro-pneumatic designs, enabled faster switching times and better fault detection through basic electronic monitoring.^[4] The 2010s introduced smart technologies for proactive switch management, including sensors and artificial intelligence for predictive maintenance. Systems like those implemented by Deutsche Bahn use Internet of Things (IoT) sensors to monitor switch health in real-time, detecting anomalies in vibration or alignment via AI algorithms to prevent failures before they occur.^[28] Concurrently, low-friction composite materials, such as Railko NF21 from Tenmat, were adopted for slide plates and bearers, reducing wear and energy loss by providing controlled friction coefficients without traditional metal-on-metal contact.^[29] The International Union of Railways (UIC) highlights these AI-driven approaches as key to extending switch lifespan and minimizing downtime across global networks.^[30] By the 2020s, switch innovations focused on seamless integration with advanced signaling, particularly the European Train Control System (ETCS) within the European Rail Traffic Management System (ERTMS), where switch positions are digitally verified and locked to ensure safe route authorization.^[31] Electro-hydraulic actuators emerged for high-speed applications, with the Repoint project at the University of Birmingham demonstrating a novel design using hydraulic cylinders for smoother, faster switching up to 320 km/h while reducing dynamic forces on tracks.^[32] Sustainability efforts gained prominence, incorporating eco-friendly lubricants and recyclable components to lessen environmental impact. Biodegradable synthetic lubricants like Glidex MC from Midwest Industrial Supply provide long-lasting protection for switch plates without petroleum-based toxicity, resisting wash-off in harsh weather.^[33] Recyclable composites in bearers and rollers, such as those from voestalpine Nortrak, further support circular economy principles by enabling easier end-of-life processing.^[34] As of 2024, wireless remote controls and vibration-dampening designs represent cutting-edge progress, enabling operator-independent switching via radio signals integrated with interlocking systems for enhanced safety and efficiency.^[35] The Repoint initiative also incorporates vibration isolation features, using compliant materials to dampen oscillations during high-speed transitions, thereby lowering noise and structural stress.^[36]

Design and Components

Geometry and Layout

The geometry of a railroad switch, commonly referred to as a turnout, is governed by the turnout number system, which quantifies the rate of divergence between the main and diverging tracks. The turnout number represents the ratio of longitudinal distance to lateral spread; for instance, a No. 8 turnout features a 1:8 divergence ratio, where the tracks separate by 1 unit of gauge for every 8 units along the track centerline, resulting in a frog angle of approximately 7.125 degrees.^[1] This system ensures predictable alignment for safe train passage, with higher numbers indicating gentler divergences suitable for higher speeds.^[37] Straight switches, with linear switch points, contrast with curved switches, where the points follow a curved profile to blend into the diverging route. Straight switches are typically employed in mainline applications to minimize abrupt changes and support speeds up to 19 mph on the diverging route for a No. 8 turnout, while curved switches, with shorter point lengths (e.g., 13 feet for No. 8), facilitate tighter radii in yard settings for low-speed maneuvering.^[1] Radius calculations for the diverging closure rail depend on the turnout number and gauge; for mainline use, larger numbers like No. 12 yield radii exceeding 1,000 feet to maintain stability at 40-50 mph, whereas yard turnouts (e.g., No. 6) use radii around 300-400 feet for operational efficiency at 10-15 mph.^[37] The lead length, defined as the distance from the point of switch to the point of frog, is determined by turnout geometry standards. For a No. 8 turnout, the lead is 68 feet.^[38] Closure rails connect the switch points to the frog, with spacing gradually increasing to accommodate the diverging path, while guard rails maintain wheel flange clearance of 1.5 to 2 inches in flangeways to prevent derailment.^[39] This spacing, typically starting at 1.75 inches near the heel and widening to match the frog entry, guides flanges through the turnout without binding.^[1] Equilateral turnouts feature a symmetric V-shaped layout, allowing bidirectional divergence at equal angles from a central straight track, ideal for wyes or crossovers where either route can serve as mainline.^[1] For a No. 8 equilateral, the design supports up to 27 mph on both branches, with mirrored geometry enhancing versatility in complex layouts.^[1]

Core Structural Components

The core structural components of a railroad switch, also known as a turnout, consist of the fixed and movable elements that enable trains to diverge from or converge onto tracks while maintaining stability and alignment. These include the switch rails, crossing or frog, guard rails, and supporting joints and tie plates, all designed to withstand heavy loads and dynamic forces.^[40] Switch rails, commonly referred to as points or blades, are the tapered movable rails that guide the wheel flanges into the desired route by aligning against the stock rails. They are typically machined from high-carbon or manganese steel to resist wear and fatigue, with lengths ranging from 15 to 20 feet depending on the turnout design and rail section. These rails are pre-bent if required and pivot at the heel, ensuring a precise fit with a point thickness of about 15-20 millimeters to support wheel loads.^[40] The crossing, or frog, is a V-shaped component that facilitates the transfer of wheels from one rail to another at the intersection point. Constructed from cast manganese or alloy steel for durability against impact and abrasion, it features a point angle that corresponds directly to the turnout number—for instance, a No. 8 frog has an angle of approximately 7 degrees 9 minutes, where the number represents the ratio of run to rise. The flangeway within the frog is typically 1.75 inches wide to accommodate wheel flanges.^[40]^[41] Guard rails, also called check rails, are fixed supplemental rails installed parallel to the stock rails to prevent wheel climb and derailment, particularly near frogs and switches. Made of standard steel, they are positioned with a clearance of 1.75 inches from the stock rail's gauge face, creating a narrow flangeway that guides the wheel flange while allowing smooth passage.^[40] Joints and tie plates provide essential connections and support within the switch assembly. Insulated rail joints, often using non-conductive bushings and end posts, isolate sections for signaling and track circuit integrity, preventing electrical continuity between rails. Expansion joints accommodate thermal movement, with standard gaps of about 1/8 inch per 100 feet of rail to mitigate buckling from temperature changes of up to 100 degrees Fahrenheit. Tie plates, typically steel, secure rails to ties and distribute loads, with specialized designs at switch heels using blocks for flexibility in continuous welded rail applications.^[42]^[43]^[40] Straight switches feature linear switch points against straight stock rails, resulting in an abrupt directional change that requires robust support from closely spaced ties. In contrast, curved switches incorporate pre-bent rails and closure sections with gradual curvature, often supported by additional tie plates and longer ties to ensure smoother transitions and reduced stress on wheels, integrating seamlessly with the overall turnout geometry.^[40]

Actuation and Control Mechanisms

Railroad switches are actuated and controlled through a combination of mechanical, electrical, and hydraulic systems designed to precisely position and secure the switch points against the stock rails. Electro-mechanical motors, typically consisting of a DC motor coupled with a gearbox and lead-screw mechanism, or hydraulic systems provide the force required to throw the switch, overcoming friction, ice, or debris on the points. These actuators generate sufficient torque—often in the range of 100-200 ft-lbs depending on the model and track conditions—to ensure reliable operation under varying loads.^[44]^[45] In remote or low-traffic yards, manual switch stands, also known as points levers, serve as the primary actuation method, allowing operators to physically throw the switch via a lever connected to the points by rods. These stands incorporate target indicators, such as colored plates (e.g., red for diverging and green for mainline), to visually confirm the switch position from a distance, enhancing safety during manual operations.^[7] Safety is further ensured by the facing point lock (FPL), a mechanical interlock that secures the switch points in position and prevents actuation when a train occupies the approach track, thereby avoiding unintended movements during facing-point operations. FPL systems must comply with Federal Railroad Administration (FRA) standards, including requirements for switch-and-lock movements on mechanically operated switches as specified in 49 CFR § 236.306.^[46]^[47] Position verification is handled by detection systems, such as circuit controllers or point detectors, which monitor the alignment of the switch points relative to the stock rails and provide electrical feedback to signaling systems. These devices are calibrated to detect proper closure within a tolerance where contacts change state if the point opens one-fourth inch or more, preventing false indications that could lead to unsafe routing.^[47] Contemporary advancements include pneumatic cylinders and solenoid-based actuators, which offer faster response times for high-density operations, achieving throw durations of 0.6 to 1.2 seconds while maintaining compatibility with existing detection and locking features. These systems often incorporate closed-loop controls for precise positioning and fault detection, improving reliability in adverse weather.^[48]^[49]

Operation

Basic Switching Process

The basic switching process begins with signal activation in controlled territories, where a dispatcher or control system authorizes the movement based on track circuit status confirming the block is clear. This triggers the actuation mechanism, such as an electric motor in a power switch machine, to initiate point movement by driving the switch rods connected to the movable points. Once the points align with the desired route—typically creating a precise gap of about 5 inches between the point and stock rail—the circuit controller verifies the position, engaging the lock to secure the switch against unintended movement. The train then approaches under a cleared signal aspect, such as "proceed at restricted speed," ensuring safe entry into the switch.^[47] During the train's passage, wheel-rail interaction relies on the wheel flange contacting the aligned switch point to guide the train into the divergent path, preventing the wheels from continuing straight on the stock rail. This flange guidance occurs at typical entry speeds of 5-15 mph in yard or low-speed operations, allowing the flange to gently engage the point without excessive impact. The core structural components, including the hinged switch points and connecting rods, facilitate this precise alignment to direct the wheelset onto the intended track.^[50]^[3] The process differs between facing and trailing operations: in facing moves, where the train approaches the points head-on, the locked switch must withstand potential misalignment forces, requiring robust locking to avoid derailment; trailing moves, where the train enters from the diverging side, are easier as the wheel flanges can force the points into alignment if slightly mispositioned, reducing the risk and force needed for secure operation.^[23] For powered switches, the throw time—the duration for the motor to move the points from one position to the other—typically ranges from 2-3 seconds, depending on voltage and load, enabling quick yet controlled changes. After the train passes, the switch resets to its normal position (usually the main track) via another actuation command, with continuous monitoring by circuit controllers or detectors to confirm alignment and detect faults like broken rods.^[48]^[47]

High-Speed Operation

High-speed railroad switches, or turnouts, must accommodate train speeds exceeding 100 mph (160 km/h) while maintaining stability and safety, necessitating specialized designs that minimize dynamic forces and ensure smooth transitions. For lines operating above 200 km/h, turnouts typically feature a number 18 or higher configuration, providing a divergence angle that allows for a minimum radius of at least 250 meters in the diverging route to reduce lateral accelerations. These designs incorporate resilient wheels on locomotives and rolling stock, which use elastomeric materials to dampen vibrations and noise generated during high-velocity passage, and elastomeric pads beneath the rails to enhance track elasticity and distribute loads more evenly, thereby preventing excessive wear on switch components.^[51]^[52]^[53] Operational speeds through high-speed turnouts in Europe commonly reach 200 km/h (124 mph), enabling efficient routing without significant deceleration on dedicated lines. Experimental tests have demonstrated even higher capabilities on straight track, such as the French TGV achieving 574.8 km/h in 2007 on upgraded infrastructure, though such speeds remain non-operational and are not achieved through turnouts. To mitigate vibrations at these rates, hydraulic dampers are integrated into the switch actuation mechanisms to absorb shocks during rail transitions, while wider guard rails—often with intervals up to 1365 mm—guide wheels securely and prevent flange climb, reducing the risk of lateral instability.^[54]^[55]^[56]^[57] Integration of advanced signaling systems like Communications-Based Train Control (CBTC) is essential for high-speed operations, providing real-time positioning data to synchronize switch alignments with train movements and ensure precise timing to avoid conflicts at velocities over 200 km/h. However, limitations persist due to centrifugal forces, which intensify with speed and curve radius; for instance, on a number 12 turnout with a tighter radius, speeds above 80 mph (129 km/h) significantly elevate derailment risks by increasing wheel-rail contact forces beyond safe thresholds, often necessitating speed restrictions to 40-60 mph in conventional applications.^[58]^[59]^[60]

Adverse Condition Adaptations

Railroad switches operating in cold conditions require adaptations to prevent ice formation and freezing of moving parts, which can lead to operational failures. Switch heaters, typically powered by gas or electricity at 10-20 kW, are installed to melt ice and maintain functionality by directing hot air or direct heat onto the switch points and rods.^[61] These systems activate automatically based on temperature sensors, ensuring the switch blades remain free to move. Additionally, anti-icing chemicals such as propylene glycol-based fluids are applied to switch points and slide plates to lower the freezing point of moisture and prevent ice buildup.^[62] Thermal expansion and contraction of steel components, governed by a coefficient of approximately 11.5 × 10^{-6} per °C, can cause binding in cold weather as materials contract and create excessive tension in connecting rods and joints. To mitigate this, dedicated heating elements are integrated into switch rods and joints to maintain optimal lengths and prevent mechanical binding, allowing reliable actuation even in sub-zero temperatures.^[63]^[64] In snow-prone areas, such as those in Canada, switches are adapted with enclosed points using fiberglass covers to shield mechanisms from snow accumulation and facilitate easier clearing. Blade deflectors, positioned along the switch rails, redirect falling snow away from critical areas to reduce packing between the point and stock rail.^[65]^[66] For other environmental challenges, dust covers made of durable materials enclose switch mechanisms in arid regions to protect against windblown sand ingress, which can abrade components and impair movement. In coastal areas exposed to salt-laden air, switches incorporate corrosion-resistant coatings, such as galvanized or stainless steel treatments, to extend service life and prevent rust-induced failures.^[67]^[68] Maintenance protocols for adverse conditions include pre-winter application of low-viscosity oils to switch rods and plates, ensuring lubrication remains effective at low temperatures without thickening or freezing. These oils, often moly-fortified synthetics, reduce friction and prevent seizing during cold starts.^[69]

Types and Configurations

Standard Turnouts

Standard turnouts, also known as simple or basic turnouts, are fundamental components of railroad track systems that enable trains to diverge from or converge onto a main track via a single alternative path. These configurations typically consist of switch points, stock rails, closure rails, and a frog, allowing for straightforward routing in yards, sidings, and branch lines. The design prioritizes simplicity and cost-effectiveness for low- to moderate-speed operations, with the turnout's geometry defined by its number, which represents the ratio of longitudinal distance to lateral spread— for instance, a No. 6 turnout features a 1:6 ratio, corresponding to a frog angle of approximately 9°31'38", making it suitable for yard maneuvers where speeds are limited to around 10-15 mph.^[70]^[71] In a simple turnout, the switch points—movable tapered rails—align with the stock rails to guide the train wheels either straight along the main track or onto the diverging route, where the frog provides the intersection point for the rails. This setup is commonly deployed in tangent (straight) track alignments to facilitate standardized manufacturing and installation, reducing maintenance needs compared to more complex geometries. For example, No. 6 turnouts are widely used in classification yards for sorting cars, as their sharper divergence supports tight spacing without excessive land requirements, though they impose lateral forces on equipment that limit speeds on the diverging leg.^[70] Wye switches represent a specialized standard turnout forming a Y-shaped configuration, where a single entry track splits into two diverging branches, each typically equipped with its own switch for independent control. This arrangement is primarily employed in terminal areas or junctions to reverse train direction without a full loop, allowing locomotives to turn around efficiently by traversing the two arms of the Y. The design enhances operational flexibility in space-constrained environments, such as urban rail yards, but requires careful alignment to manage the acute angles at the switches, often limiting speeds to 10-20 mph.^[70]^[72] Stub switches, an older variant of standard turnout, feature short, movable rail stubs that pivot at a fixed heel point rather than using extended tapered points, relying on manual or mechanical bending to align with the stock rails. Historically used for low-speed access to sidings or industrial spurs, these switches were economical for light-duty applications but prone to misalignment and wear under repeated use. Their application has been largely discontinued on main lines due to safety concerns and the superiority of modern split-switch designs, though remnants persist in secondary or heritage lines for speeds under 10 mph.^[70]^[73] Three-way turnouts provide a compact standard configuration for routing trains from one entry track to three possible paths—straight, left diverge, or right diverge—using a single set of overlapping switch points and multiple frogs. This rare design, which integrates two switch mechanisms into one assembly, is employed in dense yard ladders or terminal throats to minimize space and hardware, but its complexity increases maintenance demands and risk of misalignment, restricting use to low-speed operations below 15 mph. The arrangement demands precise engineering to ensure wheel guidance across the intertwined rails, making it uncommon outside specialized freight classification facilities.^[70]^[74] Diamond crossings serve as fixed crossing configurations for the at-grade intersection of two straight tracks, forming a diamond-shaped layout where rails cross without switches, typically at angles of 1:6 or gentler to minimize impact forces. These fixed configurations rely on rigid wing rails and guard rails to prevent wheel flanges from climbing the crossing point, ensuring safe passage for bidirectional traffic on both tracks. Commonly installed in secondary lines or yards, diamond crossings accommodate speeds of 10 mph for freight and 15 mph for passenger service when equipped with proper guards, per U.S. Federal Railroad Administration standards, but sharper angles increase wear and require frequent inspections.^[70]^[75]

Slip and Crossover Variants

Slip and crossover variants of railroad switches are specialized configurations designed to facilitate multiple track transitions or crossings at junctions, enabling efficient routing in constrained environments such as yards or urban areas without requiring trains to come to a complete stop. These variants integrate elements like movable points and frogs to allow bidirectional or diagonal movements between intersecting tracks, optimizing space and operational flexibility compared to standard single-path turnouts.^[40] A double slip switch combines two crossovers into a single compact unit, permitting diagonal swaps between tracks at a crossing. It superimposes two sets of switch points and curved closure rails over an elongated diamond crossing, allowing a train approaching from any of the four tracks to route to any of the other three. This design is particularly useful in terminal yards and passenger stations where space is limited, as it supports versatile train movements to multiple platforms. Double slips are fabricated with high-grade, wear-resistant materials to withstand frequent use and ensure ride quality.^[40]^[76] In contrast, a single slip switch provides one-way crossing capability with a movable frog, integrating a switch and curved rails on one side of a track crossing. The movable frog point, often powered separately, aligns with the switch to eliminate gaps and guide wheels smoothly during divergence. This configuration routes traffic along only one diagonal path at the crossing, making it suitable for sites where full bidirectional flexibility is unnecessary but space-saving is critical. Single slips are less complex than double slips but still require precise actuation to maintain safety and prevent derailments.^[40]^[77] A crossover consists of paired turnouts positioned on two parallel tracks to enable direct transfer from one track to the other. Each turnout includes a switch at one end and a converging element at the other, operated in correspondence to align for straight or crossover paths. This setup allows trains to switch tracks efficiently, supporting operational needs like overtaking or siding access without intersecting other routes. Crossovers can be single (two turnouts) or double (four turnouts with an intermediate diamond), with the paired design ensuring synchronized movement to avoid conflicts.^[3]^[40] An outside slip switch positions the movable points external to the crossing diamond, differing from internal configurations by allowing higher-speed passages through the straight routes. This variant is adapted for industrial settings where tracks intersect at acute angles, providing crossover functionality while minimizing interference with primary traffic flows. The external points reduce wear on the diamond and enable quicker alignments for diverging moves. Interlaced turnouts overlap components from adjacent tracks to conserve space in tight urban rail environments. Tracks run parallel on a shared bed with interlaced rails, ensuring only one train occupies the section at a time to prevent collisions. This configuration, akin to gauntlet track, facilitates compact junctions where standard spacing is impractical, such as in city centers or bridges.^[78]

Specialized and Temporary Types

Dual gauge switches, also known as three-rail turnouts, are designed to accommodate multiple track gauges within a single assembly, typically by incorporating a common rail alongside additional rails for the secondary gauge. These switches enable seamless transitions between standard gauge (1435 mm) and broader or narrower gauges, such as broad gauge (1600 mm) or narrow gauge (1067 mm), facilitating interoperability in mixed-gauge networks. In India, where broad gauge (1676 mm) and meter gauge (1000 mm) systems coexist, manufacturers like Rahee Track Technologies supply dual gauge turnouts tailored to Indian Railways specifications, supporting high-speed and heavy-haul operations with low maintenance requirements. Similarly, in Spain, dual gauge configurations address the transition between the Iberian broad gauge (1668 mm) and standard gauge lines, often requiring specialized switching devices to manage gauge breaks without disrupting traffic flow.^[79]^[80] Rack railway switches incorporate geared mechanisms to handle steep inclines where adhesion alone is insufficient, typically exceeding 10% gradients. These systems feature a central toothed rack rail between the running rails, engaged by cogwheels or pinions on the locomotives, with switches designed to align both the running rails and the rack for precise meshing. The points in rack switches often include rotating or adjustable elements to ensure the cog engages correctly on diverging paths, preventing slippage on gradients up to 45 degrees or more. Such configurations are essential for mountain railways, where the geared setup provides form-fitting traction to support train movement without reliance on wheel-rail friction.^[81] Off-railer and plate switches serve as portable solutions for temporary rerouting during maintenance or construction on light or portable rail lines. An off-railer consists of forged iron pieces, approximately 4 feet long and matching rail height, tapering to form a miniature inclined plane that sits atop the fixed track; it allows wagons to be pushed onto a diverging portable line, aided by a curved guide for directional control. These devices, historically used in systems like Decauville portable railways, enable quick establishment of sidings without permanent infrastructure. Plate switches, meanwhile, integrate tapered points directly into flat plates for easy placement and removal, providing a low-profile, bolted assembly suitable for short-term track diversions in maintenance scenarios.^[82] Temporary switches are bolted, portable units deployed for construction or repair work, offering a non-permanent means to create turnouts or crossovers. These systems typically involve modular frames with rails clamped or bolted to the mainline, requiring minimal track cutting and allowing installation in hours by small crews. Rated for low speeds under 10 mph to ensure safety, they guide equipment onto auxiliary tracks while maintaining mainline integrity, with removal equally straightforward to restore full operations. Manufacturers like Aldon provide components such as portable derails integrated into these setups, limiting speeds to 5-10 mph based on rail weight and vehicle type for controlled rerouting.^[83]^[84] Run-off switches, often implemented as intentional derailers, are positioned to safely halt runaway rail equipment by forcing it off the track in a controlled manner. These devices feature a raised flange or wedge on the rail that lifts the wheel flange, derailing the vehicle onto a prepared runoff area to dissipate energy without endangering mainline traffic or personnel. In industrial and mining contexts, derailers must be placed close to standing equipment and far enough from structures to avoid hazards, with blue flags or signs indicating their presence. Government safety codes, such as those from the Mine Safety and Health Administration, mandate derailers at track ends to prevent runaways from reaching main lines, ensuring effective control in potential collision scenarios.^[85]^[86]

Performance and Standards

Speed Limits and Capacity

The design of a railroad switch fundamentally determines the maximum safe operating speeds on both the mainline and diverging routes, balancing factors such as curvature radius, superelevation, and lateral forces to prevent derailment. For a No. 20 turnout, typical speed limits are 60 mph on the mainline route and 40 mph on the diverging route, depending on specific design and conditions.^[87] These limits ensure that centrifugal forces remain within acceptable bounds for standard freight and passenger equipment. The maximum permissible speed through a turnout is closely tied to its closure curve radius and superelevation principles, often limited by a 3-inch unbalance on flat curves.^[88] For higher-speed applications exceeding 100 mph, turnouts numbered 40 or greater, or specialized high-speed designs, are typically required, often incorporating sprung points to dynamically adjust under load and maintain precise alignment during high-velocity passage.^[89] Switch capacity, or the number of trains that can safely traverse a junction per hour, is constrained by the mechanical throw time—typically 2 to 5 seconds for powered actuators—and subsequent reset cycles, which must synchronize with signaling intervals to avoid conflicts. Powered switches generally enable a throughput of 20 to 30 trains per hour in controlled environments, though this varies with traffic density and automation level.^[90] To validate these performance metrics, dynamic load simulations are employed as a core testing standard, modeling wheel-rail interactions to predict wear patterns and component fatigue over extended service life. These simulations incorporate vehicle-track coupling dynamics to forecast degradation under repeated loading.^[37] A primary bottleneck in switch performance arises at the frog, where wheel impacts generate vertical forces up to 50 kips at 60 mph, potentially accelerating wear and requiring reinforced materials or elastic elements for mitigation.^[37]

Classification Systems

Railroad switches, also known as turnouts, are categorized through various standardized systems that facilitate design, manufacturing, and operational consistency across railway networks. These classifications primarily focus on geometric parameters, operational functionality, and historical evolution, enabling engineers to select appropriate configurations based on speed, traffic type, and infrastructure requirements. In the United States, the American Railway Engineering and Maintenance-of-Way Association (AREMA) provides a primary geometric classification, while European systems under the International Union of Railways (UIC) emphasize radius and speed capabilities. Functional distinctions further refine usage based on actuation and directional orientation.^[51]^[91] The AREMA classification system designates switches primarily by frog number, which represents the ratio of the distance along the center line to the spread at the frog point, effectively indicating the divergence angle. A frog number of #10, for instance, corresponds to a 1:10 ratio and an angle of approximately 5.7 degrees, suitable for moderate-speed diverging routes with calculated speeds based on 3 inches of cant deficiency. Higher numbers, such as #15 or #20, denote gentler angles (e.g., #15 at about 3.8 degrees) for higher-speed applications, promoting smoother transitions and reduced wheel-rail impact. This system also incorporates dual designations, distinguishing between rigid frogs—typically cast manganese for durability in low- to medium-speed settings—and flexible frogs, which feature assembled, movable components to accommodate dynamic loads in high-speed turnouts like a No. 15 flexible variant.^[51]^[92] In contrast, the UIC framework classifies turnouts by the radius of the diverging curve and associated speed class, prioritizing high-speed compatibility on European networks. Turnouts are denoted by ratios such as 1:12, which features a relatively tight radius suitable for speeds up to 100 km/h on the diverging track, with designs incorporating up to 100 mm of cant deficiency for passenger comfort. More advanced classes, like those in UIC Leaflet 711, support speeds of 160 km/h or higher through larger radii (e.g., equivalent to No. 46 in French SNCF systems), ensuring lateral acceleration limits are met for high-speed rail operations. This radius-based approach allows for tangential alignments and optimized geometry, differing from AREMA's frog-centric method while aligning with broader interoperability goals.^[51] Functional classifications address operational mechanics and directional use. Power switches employ electric, pneumatic, or hydraulic actuators for remote control and precise alignment, commonly integrated with signaling systems for mainline applications. Spring switches, conversely, use internal springs to restore the points to a default position after a train passes, enabling self-alignment in trailing movements without external power, though they require signal protection for safety. Directionally, facing switches position points toward oncoming traffic, allowing active route selection, whereas trailing switches orient points away from the approach, permitting only convergent passage to prevent derailment. These categories ensure adaptability to diverse yard and mainline scenarios.^[3]^[93] Prior to the late 19th century, switch classification relied on empirical sizing derived from practical experience rather than standardized metrics, often varying by railroad and leading to inconsistent performance. The formation of the American Railway Engineering Association in 1899 marked the shift toward formalized systems like frog numbering, replacing ad hoc methods with quantifiable geometric standards to enhance safety and efficiency. Such obsolete approaches, prevalent before 1900, lacked the precision of modern classifications, contributing to higher maintenance demands and accident risks.^[91]

Global Standards and Variations

In the United States, railroad switches adhere to standards set by the Federal Railroad Administration (FRA) and the American Railway Engineering and Maintenance-of-Way Association (AREMA), emphasizing heavy-duty construction for freight-intensive operations on a standard gauge of 4 feet 8.5 inches (1,435 mm). AREMA specifications prominently feature rail-bound and solid manganese steel frogs, designed for durability under high-impact loads from heavy rail sections (up to 112 lb/yd or heavier), with detailed plans for radiographic testing and point dimensions to ensure structural integrity.^[94]^[95] European standards, governed by the International Union of Railways (UIC) and the Technical Specifications for Interoperability (TSI), prioritize lighter, aerodynamic designs optimized for high-speed passenger networks on a metric standard gauge of 1,435 mm. UIC guidelines, such as Leaflet 719, incorporate movable crossing noses that enable train deviations at speeds up to 220 km/h, with track flexibility requirements limiting vertical rail displacement to 1-2 mm under 20-ton axle loads to minimize dynamic stresses. These designs support mixed-traffic lines with gradients up to 15‰ while ensuring interoperability across borders.^[54] In Asia, standards reflect seismic vulnerabilities and historical gauge diversity; Japan's Ministry of Land, Infrastructure, Transport and Tourism (MLIT) mandates earthquake-resistant designs for switches and structures, incorporating load factors (e.g., 1.15 for self-weight under seismic conditions) and deflection limits (e.g., 1/800 of span for bridges over 50 m) to maintain stability during tremors. Legacy networks often use dual-gauge configurations, such as 1,067 mm (cape gauge) alongside 1,435 mm standard for Shinkansen lines, with flexible points engineered for resilience; in China, high-speed switches follow 1,435 mm gauge with emerging gauge-changing technologies for integrating legacy meter-gauge lines.^[96]^[97] Australian switches conform to Australian Standards (AS) such as AS 1085.21 for turnouts and crossings, primarily on 1,435 mm standard gauge for interstate lines, though regional networks in Queensland and Tasmania retain the broader 5 ft 3 in (1,600 mm) Irish gauge, necessitating adapted switch geometries like minimum throat openings of 50-65 mm. Harsh environmental adaptations include dust-resistant enclosures for switch mechanisms in arid zones, aligning with IP65-rated protections for electrical components to prevent ingress in dusty conditions.^[79]^[98] As of 2025, global harmonization efforts, led by UIC's International Railway Solutions (IRS) framework, promote interoperability through unified leaflets on track equipment and signaling, with Europe's Rail Joint Undertaking advancing standards like EN 16494 for integrated systems to bridge regional variations.^[99]^[100]

Safety and Maintenance

Integrated Safety Features

Railroad switches incorporate several integrated safety features designed to prevent operational failures, particularly in high-risk environments like mainline tracks. Facing point locks (FPLs) are mechanical devices that secure the switch points in position, ensuring they cannot be moved while a train is approaching from the facing direction. These locks are mandatory for mechanically operated switches, movable-point frogs, and split-point derails on signaled mainlines, as required by federal regulations.^[46] They engage only when the switch points are properly aligned, typically detecting and preventing operation if there is a misalignment of 0.25 inches (one-fourth inch) or more between the switch point and stock rail.^[47] Derails, often paired with FPLs, provide an additional safeguard by forcing a train off the track if it attempts to pass through a misaligned switch, thereby mitigating derailment risks on mainline routes.^[46] Switch indicators offer visual or audio confirmation of the switch's position to verify proper alignment before train movements. These devices, such as LED-based position indicators or audible alarms, ensure that operators and crews can confirm that the points are lined for the intended route and fit tightly against the stock rails.^[101] In non-signaled territory, switch position indicator lights serve as a critical visual aid to prevent errors in manual operations.^[102] Anti-creep devices, typically in the form of clamps or braces fitted between the switch blade and stock rail near the heel, counteract gradual longitudinal displacement caused by thermal expansion, braking forces, or rail creep. These mechanisms minimize unintended movement of the switch components, enhancing stability and preventing subtle shifts that could lead to misalignment over time.^[103]^[79] Signaling interlocks integrate electrical controls to enforce safe operations by preventing signal clearance until the switch position is verified. Circuit controllers, operated by the switch points or locking mechanisms, select control circuits for signals only when the switch is fully in the correct position, thereby prohibiting conflicting routes.^[104] This interlocking ensures that no proceed indication is given unless the switch-and-lock movement confirms proper alignment.^[47] In modern systems, sensor-based anomaly detection has emerged as an advanced safety layer, particularly in the 2020s, with technologies like ultrasonic monitoring enabling real-time identification of defects or irregularities in switch components. Ultrasonic sensors, often deployed in wayside systems, detect cracks, wear, or misalignments through guided wave propagation, allowing for proactive intervention without halting operations.^[105]^[106] These innovations, combined with machine learning algorithms for data analysis, improve detection accuracy under operational conditions.^[107]

Accident Causes and Prevention

Railroad switches are implicated in a significant portion of train derailments, particularly in yard and siding tracks where switching operations are frequent. According to an analysis of U.S. Class I railroad data from 2001 to 2010, switch-related defects and improper use accounted for approximately 24.6% of derailments on yard tracks and 15.5% on siding tracks, though only 5.1% on main tracks. More recent FRA data through 2024 shows about 793 Class I derailments annually, with roughly 74% occurring in yards, and overall derailment rates declining 40% since 2005; switch-specific involvement remains prominent in non-mainline areas.^[108]^[109] Common failure modes include point malfunctions, where the movable switch points fail to align properly, leading to wheel climb or flange contact issues; frog impacts, which occur when wheels strike the intersecting point at the frog and cause derailment (representing about 0.3% of main-line cases); and vandalism, such as tampering with switch mechanisms, which can misalign points and precipitate accidents.^[108]^[108] Historical accidents underscore the severity of switch failures. In the 1998 Eschede derailment in Germany, a fractured wheel rim from metal fatigue caught on a switch guard rail, derailing the high-speed ICE train and causing it to collide with a bridge; this resulted in 101 fatalities and 88 serious injuries.^[110] Similarly, the 2002 Potters Bar derailment in the UK stemmed from a points failure where loose stretcher bar nuts and degraded insulating bushes allowed the switch rails to misalign under vibration, derailing a passenger train and killing seven people (six passengers and one pedestrian).^[111] Mitigation strategies have evolved to address these vulnerabilities, emphasizing redundant systems and regulatory standards. In the U.S., Federal Railroad Administration (FRA) regulations under 49 CFR Part 236 mandate switch circuit controllers that detect point misalignment (e.g., openings of 1/4 inch or more) and de-energize track circuits to prevent signal clearance for unsafe routes, incorporating redundancy to avoid single-point failures.^[93] Post-accident reforms, including enhanced locking mechanisms like electric and route locking to secure switches during train passage, were influenced by incidents such as Potters Bar and are codified in these standards to reduce misalignment risks.^[93] Emerging technologies focus on proactive risk reduction through data-driven approaches. AI-based predictive analytics are being trialed for monitoring switch conditions via sensor data analysis, enabling early detection of wear in points and frogs to forecast failures and schedule targeted maintenance, as demonstrated in recent railway applications that have reduced switch-related disruptions.^[112]

Inspection, Assembly, and Transport

Railroad switches are typically prefabricated in factories to precise specifications, with complete assemblies weighing between 10 and 25 tons depending on the turnout length and design complexity.^[113] These prefabricated units, including points, frogs, and guard rails, are constructed using standardized components such as switch ties and heel blocks to ensure alignment and durability. On-site assembly involves positioning the prefabricated switch over prepared ties and securing it through bolting, often using 5-hole or 6-hole angle bars at the heels to fasten the switch rails firmly while maintaining a throw of approximately 4.75 inches for hand-operated models.^[114] This process requires coordination with tie installation in multiple passes to avoid track instability, with adjustable brace plates spiked to the ties for support.^[114] Inspection of railroad switches encompasses both visual and advanced methods to detect wear, misalignment, or defects in key components such as points, rods, frogs, and stock rails. Routine visual checks, conducted monthly via foot inspections, examine switch stands, rods, point fit, guard rails, heel blocks, and frogs for issues like excessive wear or loose connections, with findings documented on standardized forms and submitted for review.^[114] Ultrasonic testing, using high-frequency pulses around 2.25 MHz, supplements these by identifying internal flaws in rails and frogs, typically performed at intervals aligned with track class requirements under federal regulations like 49 CFR Part 213.^[115] Torque tests on connecting rods and bolts ensure secure fastening, targeting 50 to 100 foot-pounds to prevent loosening under load, with quarterly joint inspections involving signal departments to verify overall functionality.^[114] Transport of railroad switches relies on specialized rail cars for mainline units, which carry prefabricated assemblies to the site while minimizing track disruption. Heavy components, particularly frogs weighing several tons, require cranes for unloading and precise placement, often using hy-rail equipped vehicles to navigate the tracks safely.^[113] During transit, spring rail frogs must be secured with blocks and clamping bars to prevent shifting, adhering to general rail handling protocols that prohibit storage near active switches to avoid hazards.^[114] Maintenance practices for railroad switches emphasize regular lubrication and timely replacement to extend service life and ensure operational reliability. Lubrication cycles occur monthly, applying approved switch plate oil to point tips, horns, hold-downs, and slide plates to reduce wear and friction, with adjustments to rail flange lubricators preventing excess application that could compromise safety.^[114] Switches and their components have service lives of several decades with proper maintenance, but parts like points must be inspected and replaced when wear or damage exceeds regulatory limits (e.g., 5/8 inch for frog points), which may impose speed restrictions such as 10 mph until repaired.^[116] In 2025, drone-assisted inspections have become standard for remote or hard-to-reach switches, enabling efficient visual and thermal scans of track conditions including ballast and ties, as adopted by major carriers like BNSF to enhance safety and reduce manual exposure.^[117]

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[PDF] Rahee Turnouts and Track Devices
or double slips, Symmetrical switches, Turnouts taking off from curve, Dual Gauge turnout, Single. Cross-over, Scissors cross-over etc. can be supplied. Page ...
[82]
Rack Railways - Superstructure - Trackopedia
A rack is mounted in the centre of the track, in which a cogwheel mounted in the rolling stock engages in a form-fitting manner and thus supports the power ...
[83]
[PDF] mechanical engineers. - Internet Archive
... off-railer, Fig. 7, Plate 5, is used for establishing a portable line, at any point, diverging to the right or left of a permanent line, and for ...<|separator|>
[84]
US9074325B2 - Portable temporary turnout system for rails
A portable and temporary rail transition system for installation on a main track to guide rail equipment from parallel rails of the main track and onto ...
[85]
None
### Summary of Portable Temporary Switches and Derailers from Aldon Company Mini-Catalog
[86]
[PDF] American logging and sawmill safety code
shall be provided with a substantial derailer set to prevent the runaway car from reaching the main-line track. The derailer shall be located far enough from ...
[87]
[PDF] Yucca Mountain Repository Concept of Operations
Mar 1, 2008 · Derailers located outside of the preliminary inspection area prevent runaway railcars from entering or escaping the preliminary inspection area.
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(PDF) Increasing Speeds Through the Diverging Route of a Turnout ...
Aug 6, 2025 · The optimization of a conventional AREMA #20 turnout with straight switch points is discussed as an example. The best vehicle performance in ...Missing: sequence | Show results with:sequence
[89]
[PDF] Fundamentals of Railway Curve Superelevation
Formula 2. where: Fc = Centrifugal force in pounds. v = Velocity of body in feet per second. r = Radius ...
[90]
[PDF] Transit Capacity and Quality of Service Manual (Part C)
á The freight railroad will only allow six commuter rail trains per hour to use its line. ... With six trains per hour, the capacity is. 5,184 passengers ...
[91]
Predecessor Organizations - Arema
The American Railway Engineering and Maintenance-of-Way Association (AREMA) was formed on October 1, 1997, as the result of a merger of three engineering ...
[92]
[PDF] Compendium of Definitions and Acronyms for Rail Systems
Jun 20, 2019 · A tool designed for the manual operation of a switch machine. Also ... AREMA standard gage, switch, heel, and hook win tie plates ...
[93]
49 CFR Part 236 -- Rules, Standards, and Instructions Governing the ...
Rules, standards, and instructions governing the installation, inspection, maintenance, and repair of signal and train control systems, devices, and appliances.
[94]
None
### Summary of US Railroad Switch Standards (AREMA 2022 Portfolio)
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[PDF] Amtrak Track Design Specification 63
The Deputy Chief Engineer Track must be consulted to determine the gauge on curves over 13° and through turnouts less than No. 8. 4.2. Horizontal Alignments.
[96]
[PDF] Technical Regulatory Standards on Japanese Railways
(7) Design Standards for Railway Structures and Commentary (Cut and Cover Tunnel). (8) Design Standards for Railway Structures and Commentary (Seismic Design).
[97]
Gauge-changing train is no game changer for China - Lowy Institute
Nov 18, 2020 · The recently launched high-speed rail adaptable to different track widths is unlikely to jump the hurdles of the BRI.Missing: switch earthquake- resistant
[98]
[PDF] Section 3: Points & Crossings - ETS-03-00 - ARTC - Extranet
Sep 3, 2024 · Section 3 of ETS-03-00 covers points and crossings, including general aspects, design, and construction/maintenance.Missing: dust- proof
[99]
Standardisation | UIC - International union of railways
Oct 13, 2020 · UIC has been an SSO (standards setting organisation) since its creation in 1922, and technical harmonisation of the railway system remains one of its core ...Missing: IRSTAD harmonization
[100]
[PDF] AMENDMENT N° 1 WORK PROGRAMME 2025-2026 | Europe's Rail
Jun 24, 2025 · international standards, the EU-Rail grant agreements will include an additional information obligation related to standards. Beneficiaries ...
[101]
49 CFR § 218.93 - Definitions. - Law.Cornell.Edu
... switch indicators, switch point indicators, or other visual or audio verification that the switch points are lined for the intended route and fit properly.
[102]
[PDF] Bob Chipkevich
Feb 22, 2007 · R-05-15 Require railroads, in non-signaled territory and in the absence of switch position indicator lights or other automated systems that ...
[103]
Switch Adapter with ZAD 30/45/S - voestalpine Railway Systems
With an anti-creep device, additional protection against the longitudinal displacement of the switch. Benefits: Low-wear overrun area due to a 30°/45° scarf ...Missing: gradual movement
[104]
49 CFR Part 236 Subpart C -- Interlocking - eCFR
Track circuits and route locking. ... Control circuits for signals, selection through circuit controller operated by switch points or by switch locking mechanism.
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Wayside Railway Switch and Crossing Monitoring Using Isolation ...
The techniques include visual inspection [7,8,9], ultrasonic testing [10,11,12], use of the eddy current testing (ECT) system [13,14], and measuring vibrations ...
[106]
[PDF] Detecting anomalous behavior of railway switches under real ...
Apr 30, 2020 · Here, we present a workflow that exploits switch monitoring data under real operation conditions. The running workflow implements a machine- ...Missing: ultrasonic 2020s<|control11|><|separator|>
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https://www.mdpi.com/1424-8220/24/8/2633
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[PDF] Train Derailment Causes & Effect on Accident Rates
Analysis of the causes of train accidents is critical for rational allocation of resources to reduce accident occurrence in the most cost-effective.
[109]
(PDF) The railway accident of Eschede—Technical background
In 1998, fatigue of one wheel caused the derailment of an IEC train, resulted in 101 deaths and 88 injuries [2] . These accidents mainly arose from train wheels ...
[110]
Potters Bar Derailment: Rail Failure Investigation | Hawkins
Jul 15, 2015 · The derailment occurred because the points failed as the fourth coach was passing over them. · The switch rails (the moveable parts of the points) ...
[111]
[PDF] Predictive Maintenance in Railways Using Deep Sensor Analytics
AI algorithms analyze sensor data to detect early signs of mechanical wear, reducing switch-related failures and minimizing commuter delays [32]. In China, the ...
[112]
Hoisting Switch Track Segments from Train - YouTube
Dec 18, 2020 · Unloading Prefabricated Railroad Switch Track from Special Railcar with Giant Crane Thanks for watching! To support the channel, LIKE, ...Missing: transporting | Show results with:transporting
[113]
[PDF] TRACK MAINTENANCE MANUAL FINAL - Metrolink
Jan 27, 2020 · Use an inspection mirror to closer inspect rail in guard rails and tight switch areas. Rail Anchors. Check that track is properly anchored ...
[114]
A Comprehensive Guide to Ultrasonic Rail Inspection Methods
Jul 22, 2025 · In this method, railway components are inspected using high-frequency ultrasonic pulses, commonly around 2.25 MHz.Missing: visual torque
[115]
How often do rails on a railroad line need to be replaced? - Quora
Aug 9, 2013 · Time to replacement varies a lot. Some extreme areas may eat through a rail in 6 months, whilst others last 60 years. High traffic, sharp curves ...
[116]
Drones are shaping the future of railroading - Trains Magazine
Aug 13, 2024 · Drones are used daily on some railroads for duties that not only increase efficiency and accuracy but also enhance safety. As of June 2024, ...Drones · Watching It Grow · Pruning The Landscape