Cant (road and rail)

 ( Track Geometry ) 

The cant of a Rail transport track or camber angle of a road (also referred to as superelevation, cross slope or cross fall) is the difference in elevation (height) between the two rails or edges of the road. This is normally greater where the railway or road is curved; raising the outer rail or the outer edge of the road creates a banked turn, thus allowing vehicles to travel round the curve at greater speeds than would be possible if the surface were level.

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Rail

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Superelevation in railway tracks

Importance of superelevation

In curved railway tracks, the outer rail is elevated, providing a banked turn. This allows trains to navigate curves at higher speeds and reduces the pressure of the wheel flanges against the rails, minimizing friction and wear. The difference in elevation between the outer and inner rails is referred to as cant in most countries.

How superelevation works

The main functions of cant are the following:

• Improve distribution of the load across both rails
• Reduce wear on rails and wheels
• Neutralize the effect of lateral forces
• Improve passenger comfort

On horizontal curves, curvature causes a centrifugal force acting outward on the outer wheel. The smaller the radius of curvature, the greater the centrifugal force. Superelevation means that the outer edge of the track is raised relative to the inner edge. This results in a gravitational force acting in the opposite direction to the centrifugal force. This improves the distribution of the load across both rails, ensuring stability and safety for trains navigating the curve and improving passenger comfort.

This stability prevents the wheel flanges from touching the rails, minimizing friction, wear and rail squeal.

The necessary cant in a curve depends on the expected speed of the trains and the radius of curvature: the higher the speed, the greater the centrifugal force. However, the curve may use a compromise value, for example if slow-moving trains may occasionally use tracks intended for High-speed rail.

Generally the aim is for trains to run without flange contact, which also depends on the tire profile of the wheels. Allowance has to be made for the different speeds of trains. Slower trains will tend to make flange contact with the inner rail on curves, while faster trains will tend to ride outwards and make contact with the outer rail. Either contact causes wear and tear and may lead to derailment. Many high-speed lines do not permit slower freight trains, particularly with heavier . In some cases, the impact is reduced by the use of flange lubrication.

Ideally, the track should have sleepers () at a closer spacing and a greater depth of Track ballast to accommodate the increased forces exerted in the curve.

At the ends of a curve, where the rails straighten out, the amount of cant cannot change from zero to its maximum immediately. It must change () gradually in a track transition curve. The length of the transition depends on the maximum allowable speed; the higher the speed, the greater length is required.

For the United States, with a standard maximum unbalanced superelevation of , the formula is this:

$v\_\{max\}=\backslash sqrt\{\backslash frac\{E\_a\; +\; 3\}\{0.00066d\}\}$

where $E\_a$ is the superelevation in inches, $d$ is the curvature of the track in degrees per 100 feet, and $v\_\{max\}$ the maximum speed in miles per hour.

The maximum value of cant (the height of the outer rail above the inner rail) for a standard gauge railway is approximately . For high-speed railways in Europe, maximum cant is when slow freight trains are not allowed.2002/732/EC. *, Commission Decision of May 30, 2002 concerning the Technical Specification for Interoperability

Track unbalanced superelevation (cant deficiency) in the United States is restricted to , though is permissible by waiver. The maximum value for European railways varies by country, some of which have curves with over of unbalanced superelevation to permit high-speed transportation. The highest values are only for , because it would be too uncomfortable for passengers in conventional train cars.

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Physics of track cant Ideally, the amount of cant $E\_a$, given the speed $v$ of a train, the radius of curvature $r$ and the gauge $w$ of the track, the relation

$v^2\; =\; \backslash frac\{E\_a\; rg\}\{\backslash sqrt\{w^2\; -\; E\_a^2\}\}\; \backslash approx\; \backslash frac\{E\_a\; rg\}\{w\}$

must be fulfilled, with $g$ the gravitational acceleration. This follows simply from a balance between weight, centrifugal force, and normal force (the horizontal component of the tilted gravitational force). In the approximation it is assumed that the cant is small compared to the gauge of the track. It is often convenient to define the unbalanced cant $E\_u$ as the maximum allowed additional amount of cant that would be required by a train moving faster than the speed for which the cant was designed, setting the maximum allowed speed $v\_\{max\}$. In a formula this becomes

$v\_\{max\}\backslash approx\backslash sqrt\{\backslash frac\{(E\_a\; +\; E\_u)rg\}\{w\}\}=\backslash sqrt\{\backslash frac\{(E\_a\; +\; E\_u)g\}\{dw\}\}$

with $d=1/r$ the curvature of the track, which is also the turn in radians per unit length of track.

In the United States, maximum speed is subject to specific rules. When filling in $g=32.17\backslash ,\backslash mathrm\{ft/s^2\}$, $w=56.5\backslash ,\backslash mathrm\{in\}$ and the conversion factors for US customary units, the maximum speed of a train on curved track for a given cant deficiency or unbalanced superelevation is determined by the following formula:

$v\_\{max\}\backslash approx\backslash frac\{3600\}\{63360\}\backslash sqrt\{\backslash frac\{32.17\backslash cdot\; 12(E\_a\; +\; E\_u)\}\{56.5\backslash cdot\; d\backslash frac\{\backslash pi\}\{1200\backslash cdot180\}\}\}$

\approx\sqrt{\frac{E_a + E_u}{0.00066 d}}

with $E\_a$ and $E\_u$ in inches, $d$ the degree of curvature in degrees per 100 feet and $v\_\{max\}$ in miles per hour.

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Examples In Australia, the Australian Rail Track Corporation is increasing speed around curves sharper than an radius by replacing wooden Railroad tie with concrete ones so that the cant can be increased.

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Rail cant The rails themselves are now usually canted inwards by about 5 to 10 percent.

In 1925 about 15 of 36 major American railways had adopted this practice.

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Roads In civil engineering, cant is often referred to as cross slope or camber. It helps rainwater drain from the road surface. Along straight or gently curved sections, the middle of the road is normally higher than the edges. This is called "normal crown" and helps shed Rain off the sides of the road. During road works that involve lengths of temporary carriageway, the slope may be the opposite to normal – for example, with the outer edge higher – which causes vehicles to lean towards oncoming traffic. In the UK, this is indicated on warning signs as "adverse camber".

On more severe bends, the outside edge of the curve is raised, or superelevated, to help vehicles around the curve. The amount of superelevation increases with its design speed and with curve sharpness.

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Off-camber An off-camber corner is lower on the outside of a turn than on the inside, and is described as the opposite of a banked turn, or as a negative-bank turn. Off-camber corners are both feared and celebrated by skilled drivers. Handling them is a major factor in skilled vehicle control, both single-track and automotive; both engine-powered and human-powered vehicles; both on and off closed courses; and both on and off paved surfaces.

On Race track, they are one of a handful of engineering factors at the disposal of a course designer in order to challenge and test drivers' skills. Off-camber corners were described by a training guide for prospective racers as "the hardest corners you will encounter" on the track. Many notable courses such as Riverside International Raceway combine off-camber corners with elevation and link corners for extra driver challenge.

On the street, they are a feature of some of the world's most celebrated paved roads, such as The Deals Gap through Deals Gap and the "Diamondback" (NC 226A) in North Carolina, Route 78 in Ohio, Route 125 in Pennsylvania, Route 33 in California, and Betws-y-Coed Triangle in Snowdonia National Park in Wales.

To mountain bikers and motorcyclists on trails and dirt tracks, off-camber corners are also challenging, and can be either an engineered course feature, or a natural feature of single-track trails. In cyclocross, off-camber sections are very common as the courses snake around ridges, adding difficulty.

Camber in virtual race circuits is carefully controlled by video game race simulators to achieve the designer's desired level of difficulty.

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See also

• Banked turn
• Camber angle
• Profilograph
• Tilting train

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Further reading

• (2025). 9780968432815, Twisted Edge Publishing. . ISBN 9780968432815
  — includes camber in evaluating engineering of roads, one of six numerical factors modeled to determine desirability for motorcycle touring

Categories: Track Geometry, Road Infrastructure

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