Open Access Articles- Top Results for Grade separation

Grade separation

File:Circle Interchange Chicago.jpg
An example of the potential complexity of grade separation, seen in the Circle Interchange in Chicago
File:Overpasses in Spain.JPG
Seven various overpasses for grade separation in Spain near Barcelona
File:Praha-Strašnice, lávka přes trať.jpg
The concept of grade separation includes all transport modes, such as a simple pedestrian bridge over rail tracks.

Grade separation is the method of aligning a junction of two or more surface transport axes at different heights (grades) so that they will not disrupt the traffic flow on other transit routes when they cross each other. The composition of such transport axes does not have to be uniform; it can consist of a mixture of roads, footpaths, railways, canals, or airport runways. Bridges (or overpass or flyovers), tunnels (or underpasses), or a combination of both can be built at a junction to achieve the needed grade separation.

In North America, a grade-separated junction may be referred to as a grade separation[1][2] or as an interchange – in contrast with an intersection or an at-grade, which are not grade-separated.



Roads with grade separation generally allow traffic to move freely, with fewer interruptions, and at higher overall speeds; this is why speed limits are typically higher for grade-separated roads. In addition, less trouble between traffic movements reduces the risk for accidents.


Grade-separated road junctions are typically space-intensive, complicated, and costly, due to the need for large physical structures such as tunnels, ramps, and bridges. Their height can be obtrusive, and this, combined with the large traffic volumes that grade-separated roads attract, tend to make them unpopular to nearby landowners and residents. For these reasons, proposals for new grade-separated roads can receive significant public opposition.

Rail-over-rail grade separations take up less space than road grade separations: because shoulders are not needed, there are generally fewer branches and side road connections to accommodate (because a partial grade separation will accomplish more improvement than for a road), and because at-grade railway connections often take up significant space on their own. However, they require significant engineering effort, and are very expensive and time-consuming to construct.

Grade-separated pedestrian and cycling routes often require modest space since they do not typically intersect with the facility (such as a highway) that they cross.



The term is most widely applied to describe a road junction in which the direct flow of traffic on one or more of the roads is not disrupted. Instead of a direct connection, traffic must use on and off ramps (United States, Australia, New Zealand) or slip roads (United Kingdom, Ireland) to access the other roads at the junction. The road which carries on through the junction can also be referred to as grade separated.

Typically, large freeways, highways, motorways, or dual carriageways are chosen to be grade separated, through their entire length or for part of it. Grade separation drastically increases the capacity of a road compared to an identical road with at-grade junctions. For instance, it is extremely uncommon to find an at-grade junction on a British motorway; it is all but impossible on a U.S. Interstate Highway, though a few do exist.

If traffic can traverse the junction from any direction without being forced to come to a halt, then the junction is described as fully grade separated or free-flowing.


Fully separated

These junctions connect two freeways:

File:M23-M25 Intersection - - 15455.jpg
4 level stack interchange between the M25 (below) and M23 (above) in the UK.

Partially separated

These junctions connect two roads, but only one is fully grade-separated, i.e. traffic on one road does not have to stop at yield lines or signals on one road, but may have to do so when switching to the other:

Other variants

These junctions connect three or more roads:

These junctions terminate one road into another:


File:Weaving traffic.gif
An example of weaving, where traffic drives on the left. The blue car entering the grade separated road and the red car exiting must both change lanes in the short distance provided.

On roadways with grade separated interchanges, Weaving is a consequence of an exit ramp being located just a short distance after an entry ramp, where traffic wanting to leave the roadway at the next junction has to fight for road space with traffic which has just entered from the previous one. This situation is most prevalent either where the junction designer has placed the on-slip to the road before the off-slip at a junction (for example, the cloverleaf interchange), or in urban areas with lots of close-spaced junctions. The ring road of Coventry, England, is a notorious example, as are parts of the southern M25, the London orbital motorway, the M6/M5 junction north-west of Birmingham, and the A4/M5 junction west of Bristol.

Weaving can be alleviated by using collector/distributor roads to separate entering and exiting traffic.


Main article: Flying junction

Attempts have been made to increase the capacity of railways by making tracks cross in a grade-separated manner, as opposed to the traditional use of flat crossings to change tracks. A grade-separated rail interchange is known as a flying junction and one which is not a level junction.

In 1897, the London and South Western Railway (LSWR) made use of a flying junction at Worting Junction south of Basingstoke to allow traffic on the Salisbury and Southampton routes to converge without conflicting movements; this became known as "Battledown Flyover". Also in Britain, the Southern Railway later made extensive use of flying junctions on other parts of its busy former LSWR main line.

Today in Britain, the tightly grouped nest of flying junctions[3] to the north of Clapham Junction railway station—although technically a combination of many junctions—handle more than 4,000 trains per day (about one train every 15 seconds).

In the French TGV system, all high-speed junctions are grade-separated. The three fully grade-separated high-speed triangles on the LGV system are capable of being taken at speeds between 160 km/h–320 km/h (100 mph–200 mph).

File:Bp bridge.JPG
The Frank Gehry-designed Millennium Bridge in Chicago was built for pedestrians.

In the United States, a flying junction on the Nickel Plate Road through Cleveland, Ohio, United States was completed in 1910. The most frequent use was later found on the former Pennsylvania Railroad main lines. The lines are included as part of the Northeast Corridor and Keystone Corridor now owned by Amtrak. The most complex of these junctions, near Philadelphia Zoo, handles railway traffic for Amtrak, SEPTA, New Jersey Transit, Norfolk Southern, CSX Transportation, and Conrail.

In what is known as "area 1520", which includes the former Soviet Union and other regions using the same gauge, the most complicated grade-separation railpoint is found at Liubotyn in Ukraine.

In railway construction, grade separation also means the avoidance of level crossings by making any roads crossing the line either pass under or over the railway on bridges. This greatly improves safety and is crucial to the safe operation of high-speed lines. The London Extension of the Great Central Railway, built between 1896 and 1899, was the first fully grade-separated railway of this type in the UK.

Footbridges and subways

File:Centralpark 20040520 121402 1.1504.jpg
Nineteenth century pedestrian underpass in New York's Central Park.
Footbridges and pedestrian / cyclist subways (called underpasses in North America) are often employed to allow pedestrians and cyclists to cross busy streets and highways. Though introduced to New York's Central Park in the 1860s, subways are far more common today in Europe, especially in countries such as the Netherlands, and Denmark where cycling is strongly encouraged. Long underpasses may be called tunnels.


  1. ^ City of Eureka Municipal Code 71.85 (California, USA)
  2. ^ Henry K. Evans (1950). "Read the ebook Traffic engineering handbook by Institute of Traffic Engineers". ENGINEERING HANDBOOK, Second Edition 1950. New Haven, Connecticut: Institute of Traffic Engineers. Retrieved 2010-10-09. 
  3. ^ OpenStreetMap