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Roundabout in La Crosse, Wisconsin
Sparta Army National Guard
Movement within a roundabout in right-hand traffic; note the anticlockwise circulation
UK Roundabout
Movement within a roundabout in left-hand traffic; note the clockwise circulation
The Hotel Indonesia Roundabout in Jakarta, Indonesia
A ring junction in Hemel Hempstead, UK

A roundabout, a rotary and a traffic circle are types of circular road in which traffic is permitted to flow in one direction around a central island.[1][2]

In the United States, engineers use the term modern roundabout to refer to junctions installed after 1960 that incorporate design rules to increase safety.[3][2] Compared to stop signs, traffic signals, and earlier forms of roundabouts, modern roundabouts reduce the likelihood and severity of collisions greatly by reducing traffic speeds through horizontal deflection and minimising T-bone and head-on collisions.[4][5] Variations on the basic concept include integration with tram or train lines, two-way flow, higher speeds and many others.

For pedestrians, traffic exiting the roundabout comes from one direction, instead of three, simplifying the pedestrian's visual environment. Traffic moves slowly enough to allow visual engagement with pedestrians, encouraging deference towards them. Other benefits include reduced driver confusion associated with perpendicular junctions[citation needed] and reduced queuing associated with traffic lights. They allow U-turns within the normal flow of traffic, which often are not possible at other forms of junction. Moreover, since vehicles that run on petrol or diesel typically spend less time idling at roundabouts than at signalled intersections, using a roundabout potentially leads to less pollution.[6][7] When entering vehicles only need to give way, they do not always perform a full stop; as a result, by keeping a part of their momentum, the engine will require less work to regain the initial speed, resulting in lower emissions. Research has also shown that slow-moving traffic in roundabouts makes less noise than traffic that must stop and start, speed up and brake.[8]

Modern roundabouts were first standardised in the UK in 1966 and were found to be a significant improvement over previous traffic circles and rotaries. Since then, modern roundabouts have become commonplace throughout the world,[2]: 2  including Australia, the United Kingdom and France.[7]

History

[edit]

Origins and demise of traffic circles

[edit]

Circular junctions existed before roundabouts, including:

Although some may still be referred to as roundabouts, the operating and entry characteristics of these traffic circles differed considerably from modern roundabouts.[15]

Circular intersections were built in the United States, though many were large-diameter 'rotaries' that enabled high-speed merge and weave manoeuvres. Older-style traffic circles may control entering traffic by stop signs or traffic lights. Many allow entry at higher speeds without deflection, or require a stop and a 90-degree turn to enter. Because these circumstances caused a lot of vehicle collisions, construction of traffic circles and rotaries ceased in the 1950s, and some were removed.[16]: 3:02 

1960s development of modern roundabouts

[edit]
The United Kingdom's first roundabout (1909) in Letchworth Garden City

Widespread use of the modern roundabout began when the UK's Transport Research Laboratory engineers re-engineered and standardised circular intersections during the 1960s. Frank Blackmore led the development of the "priority rule" and subsequently invented the mini-roundabout[17][18] to overcome capacity and safety limitations. The priority rule was found to improve traffic flow by up to 10%.[19] In 1966, the United Kingdom adopted a rule at all circular junctions that required entering traffic to give way to circulating traffic. A Transportation Research Board guide reports that the modern roundabout represents a significant improvement, in terms of both operations and safety, when compared with older rotaries and traffic circles.[15] The design became mandatory in the United Kingdom for all new roundabouts in November 1966.[20] Australia and other British-influenced countries were the first outside the UK to build modern roundabouts.[3]

Spread in Europe and North America since 1970s

[edit]
  • In 1951, Cyprus, British Crown colony back then, adopted the roundabout in the main cities.
  • In the 1970s, France and Norway adopted the modern roundabout.[21]
  • In 1973, the U.S. city of Seattle began installing small traffic circles within existing intersections to calm traffic.[22] As of 2021, the city has installed over 1,200 traffic circles, primarily in residential neighborhoods.[23]
  • In 1980, Switzerland had 19 roundabouts.[3]
  • In 1980, Norway had 15 roundabouts.[3]
  • In the early 1980s, single-lane roundabouts (or mini-roundabouts) were also introduced in the Netherlands.[21] It began in the relatively sparsely populated northern and eastern Netherlands because of fears that the roundabouts would not be able to cope with the traffic density of the Randstad; however, when it appeared the single-lane roundabouts had an even higher capacity than signalised intersections, they were constructed en masse in the western Netherlands as well.[21]
  • In 1983, France adopted the yield-at-entry rule on national routes; since then the country's roundabouts have proliferated.[3]
  • In 1985, Norway put up yield signs at the entries to all its roundabouts. After this, safety and traffic flow rapidly improved,[3] and Norwegian roundabouts increased from 15 in 1980, to 350 in 1990, to 500 in 1992.[3]
  • In 1987, Switzerland introduced the yield-at-entry rule; since then its roundabouts increased from 19 in 1980 to 220 in early 1992, while 500 more were being considered.[3]
  • In the late 1980s, the Netherlands saw significant growth with about 400 roundabouts constructed in just 6 years.[3] Construction accelerated in the 1990s, and by 2001, there were an estimated 1,500 to 1,800 roundabouts in the Netherlands, more than half of which were located within built-up areas.[21]
  • In 1990, the US constructed its first modern roundabout, although older roundabouts have been somewhat common in parts of the Northeast (called rotaries or traffic circles).
  • In 1991, France was building 1,000 roundabouts every year.[3]
  • As modern roundabouts rose in popularity in the 1980s, the old traffic circles fell out of favour and many were converted into modern roundabouts or other types of intersections.[3]
  • In 1999, Canada built its first modern roundabout.[24]
  • As of the beginning of the 21st century, roundabouts were in widespread use in Europe. For instance:
    • In 2010, France had more than 30,000 roundabouts.[25]
    • There were around 25,000 in the United Kingdom in 2015.[26]

North American introduction since 1990s

[edit]
Modern roundabout in Hughesville, Maryland in 2020
Modern roundabout intersection in Murrayville, Langley, British Columbia
Roundabout sign in Ontario, Canada

In the United States modern roundabouts emerged in the 1990s after years of planning and educational campaigning by Frank Blackmore and Leif Ourston, who sought to bring the by then well-established increased safety and traffic flow in other countries to America.[16]: 5:03  The first was constructed in Summerlin, Nevada, in 1990 and was followed by another the following year.[3][27] This roundabout occasioned dismay from residents, and a local news program said about it, "Even police agree, [roundabouts] can be confusing at times."[28] Between 1990 and 1995, numerous modern roundabouts were built in California, Colorado, Florida, Maryland, Nevada, and Vermont.[3]

Roundabout built in 2023 in Holmen, Wisconsin

Municipalities introducing new roundabouts often were met with some degree of public resistance, just as in the United Kingdom in the 1960s.

  • American confusion at how to enter and especially how to exit a roundabout was the subject of mockery such as featured in the film European Vacation (1985).[25][29][16]: 6:45 
  • A 1998 survey of municipalities found public opinion 68% opposed prior to construction, changing thereafter to 73% in favour.[30]
  • A 2007 survey found public support ranging from 22% to 44% prior to construction, and several years after construction was 57% to 87%.[31]
  • By 2011, however, some 3,000 roundabouts had been established, with that number growing steadily.[25][29][16]: 6:45 
  • By 2022, it was estimated that there were about 8,800 roundabouts in the United States.[32]


In the mid-2010s, about 3% of the then circa 4,000 U.S. modern roundabouts were located in Carmel, Indiana, whose mayor James Brainard had been actively promoting their construction; because of increased safety, injuries caused by car accidents in the city dropped by 80% after 1996.[16]: 0:02  As of December 2015 there were about 4,800 modern roundabouts in the United States.[citation needed] As an example, Washington state contained about 120 roundabouts as of October 2016, all having been built since 1997, with more planned.[33]

The first Canadian traffic circles were in Edmonton. There were seven such by 1954. However, they didn't gain popularity in the rest of the country until the 1990s. They became increasingly popular amongst traffic planners and civil engineers in the 15 years thereafter due to their success in Europe. By 2014 there were about 400 roundabouts in Canada at the time (most in Quebec, Alberta, British Columbia and Ontario), or one per 90,000 inhabitants (compared to one per 84,000 inhabitants in the United States that year).[24]

Modern roundabout

[edit]
Roundabout sign examples
Vienna Convention warning
MUTCD warning
Give Way
(Yield)
Right-hand traffic shown. Direction arrows are mirrored for left-hand traffic

A "modern roundabout" is a type of looping junction in which road traffic travels in one direction around a central island and priority is given to the circulating flow. Signs usually direct traffic entering the circle to slow and to give way to traffic already on it.[34][35]

Because low speeds are required for traffic entering roundabouts, they are physically designed to slow traffic entering the junction to improve safety, so that the roads typically approach the junction radially; whereas older-style traffic circles may be designed to try to increase speeds, and have roads that enter the circle tangentially.

Roundabouts are normally not used on controlled-access highways because of the low speed requirement, but may be used on lower grades of highway such as limited-access roads. When such roads are redesigned to incorporate roundabouts, traffic speeds must be reduced via tricks such as curving the approaches.

Many traffic circles have been converted to modern roundabouts, including the former Kingston traffic circle in New York and several in New Jersey.[36][37] Others have been converted to signalised intersections, such as the Drum Hill Rotary in Chelmsford, Massachusetts, which is now six lanes wide and controlled by four separate intersections.[38]

Japan was first introduced to roundabouts in September 2014 to stop major accidents and traffic jams.[39]

Terminology

[edit]

The word roundabout dates from early 20th-century use in the United Kingdom.[1] A roundabout is also a traditional English name given to amusement rides known as a carousel, or a merry-go-round in other English-speaking countries.

In U.S. dictionaries the terms roundabout, traffic circle, road circle and rotary are synonyms.[40] However, several experts such as Leif Ourston have stressed the need to distinguish between the characteristics of the modern roundabout and the nonconforming traffic circle:[3]

Modern roundabout
  • Entering traffic yields to circulating traffic
  • Entering traffic aims at the centre of the central island and is deflected slowly around it
  • Upstream roadway often flares at entry, adding lanes
Nonconforming traffic circle
  • Entering traffic cuts off circulating traffic
  • Entering traffic aims to one side of the central island (right side for right-hand traffic) and proceeds straight ahead at speed
  • Lanes are not added at entry

The U.S. Department of Transportation adopted the term modern roundabout to distinguish those that require entering drivers to give way to others. Many old traffic circles remain in the northeastern US.[2] Some modern roundabouts are elongated to encompass additional streets, but traffic always flows in a loop.

Rotary

[edit]

In the United States, traffic engineers typically use the term rotary for large-scale circular junctions between expressways or controlled-access highways. Rotaries of this type typically feature high speeds inside the circle and on the approaches.[41]

In the United States' New England region, however, a "rotary" is typically used as the general term for all roundabouts, including those with modern designs. State laws in these states mandate that traffic already driving in the rotary always has the right of way. For instance, in Massachusetts, "Any operator of a vehicle entering a rotary intersection shall yield the right-of-way to any vehicle already in the intersection."[42] In Rhode Island entering vehicles "Yield to vehicles in the roundabout."[43]

Other terms

[edit]

In the dialect of Dundee in Scotland, a roundabout is called a circle.[44]

In the English West Midlands, island is in common use.[45]

In the Channel Islands a third type of roundabout, known as "Filter in Turn", exists. Here approaching drivers neither give way to traffic on the roundabout, as normal, nor have priority over it, but take it in turns to enter from each. Almost all of Jersey's roundabouts are of this type.[46]

Operation and design

[edit]
A roundabout next to the Elovainio shopping centre in Ylöjärvi, Finland
An oval roundabout in Legnano, Italy

The fundamental principle of modern roundabouts is that entering drivers give way to traffic within the roundabout without the need for traffic signals. Conversely, older traffic circles typically require circling drivers to give way to entering traffic. Roundabouts may also have an interior lane.[47] Generally, exiting directly from an inner lane of a multi-lane roundabout is permitted, given that the intersecting road has as many lanes as the roundabout. By contrast, exiting from an inner lane of an older traffic circle is usually not permitted and traffic must first move into the outside lane.

Vehicles circulate around the central island in one direction at speeds of 25–40 km/h (15–25 mph). In left-hand traffic countries they circulate clockwise (looking from above); in right-hand traffic, anticlockwise.

Multi-lane roundabouts are typically less than 75 metres (250 ft) in diameter;[48] older traffic circles and roundabout interchanges may be considerably larger. Roundabouts are roughly the same size as signalled intersections of the same capacity.

Design criteria include:[49] Deflection is required to avoid vehicles entering at excessive speeds.[50]

  • Right-of-way: Whether entering or circling vehicles have the right of way. The New Jersey Driver's Manual recommends that, in the absence of flow control signs, traffic yields based on "the circle's historically established traffic flow pattern",[51] and there are no set rules. In New England,[52] Washington, D.C., and New York State,[53] entering traffic yields, as is the norm in virtually all countries outside of the U.S.
  • Angle of entry: Angles range from glancing (tangential) that allow full-speed entry to 90 degree angles (perpendicular).
  • Traffic speed: High entry speeds (over 30 mph or 48 km/h) require circulating vehicles to yield, often stopping, which lowers capacity and increases crash rates compared to modern roundabouts.
  • Diameter: The greater the traffic, the larger the circle.
  • Island function: Parking, parks, fountains, etc.

Islands

[edit]
Roundabout at Leiden University Medical Center in the Netherlands, with modern art animals on the central island, and an apron that can be used by large trucks.

Modern roundabouts feature a central island and sometimes pedestrian islands at each entry or exit often for decoration.

Denmark has begun widespread adoption of particular high islands, or if not possible, obstacles such as hedges or a ring of trees in larger examples. This is done to further increase the safety benefits of roundabouts, as the obstacles have been found to discomfort drivers more so than the roundabout itself compared to conventional intersections, thus initiating further observation and care taking of the driver. In Denmark, it was found to decrease accidents in roundabouts by 27% to 84% depending on height and type. In studies, heights of 0-0.9, 1-1.9 and 2+ metres were evaluated. It was found that for all heights, especially accidents leading to human injuries were reduced the most, by -47% to -84% for the aforementioned heights.[54] The level of irritation to drivers is not to be understated, as it is the crucial point of the design: to force drivers to pay attention to the sides of the driving direction. This leads to drivers complaining about these designs, as Denmark in most regards embraces designing road infrastructure, such that the wanted driving behaviour leads to comfort i.e., lane width corresponding to speed limit and obstacles encouraging slowdown near points of safety concern such as schools. Such is the controversy for drivers that seasoned driving teachers complain about this discomfort a decade after its safety is proven and adoption widespread.[55]

Central

[edit]
A fountain dominates this roundabout in Aix-en-Provence, France.

The central island may be surrounded by a truck apron that is high enough to discourage drivers from crossing over it, but low enough to allow wide or long vehicles to navigate the roundabout. The island may provide a visual barrier, to alert approaching drivers to the presence of the roundabout, and to encourage drivers to focus on the traffic in the path of the circle. A visual barrier significantly reduces the accident rate.[56] Otherwise, vehicles anywhere in or near the circle can cause those entering to stop and wait for them to pass, even if they are opposite, which unnecessarily reduces traffic flow. The barrier may be a landscaped mound, a raised wall, a tree or tall shrubs. Road signage or flagpoles may be erected at the top of a landscaped mound.

Some communities use the island for monuments, the display of large public art or for a fountain. Pedestrians may be prohibited from crossing the circling lane(s). Access to the central island requires an underpass or overpass for safety.

Art installations
[edit]
The Minerva Roundabout in Guadalajara, Mexico

Roundabouts have attracted art installations around the world:

Pedestrian

[edit]
This roundabout in Shanghai, China, has a pedestrian bridge in the form of another, raised roundabout.

For larger roundabouts, pedestrian islands at each entry/exit encourage drivers to slow and prepare to enter the circle. They also provide a refuge where pedestrians may pause mid-crossing. Vehicles or bicycles entering or exiting the roundabout must yield to all traffic including pedestrians.[67]

Pedestrian crossing

[edit]

Pedestrian crossings at each entry/exit may be located at least one full car length outside the circle. The extra space allows pedestrians to cross behind vehicles waiting to enter the circle, and to allow exiting vehicles to stop for pedestrians without obstruction. Each pedestrian crossing may traverse a pedestrian island for protection that also forces drivers to slow and begin to change direction, encouraging slower, safer speeds. On the island, the pedestrian crossing may become diagonal, to direct the gaze of those crossing into exiting traffic.

Bicycles

[edit]

Physically separated bikeways best protect cyclists.[68][69][70] Less optimally, terminating cycle lanes well before roundabout entrances requires cyclists to merge into the stream of motor traffic, but keeps cyclists in full view of drivers, at some cost in motor vehicle speed. Cyclists may also be permitted to use pedestrian crossings.

Traditional cycle lanes increase vehicle–bicycle collisions. When exiting, a motorist must look ahead to avoid colliding with another vehicle or with pedestrians on a pedestrian crossing. As the intersection curves away from the exit, the path of an exiting vehicle is relatively straight, and so the motorist may often not slow substantially. To give way to a cyclist on the outside requires the exiting motorist to look toward the rear, to the perimeter. Other vehicles can obstruct the driver's view in this direction, complicating the motorist's task. The more frequent requirements for motorists to slow or stop reduce traffic flow. A 1992 study[71] found that the risk to cyclists is high in all such intersections, but much higher when the junction has a marked bicycle lane or sidepath around its perimeter.[72][73] Cycle lanes were installed at Museum Road, Portsmouth, but were replaced by a narrowed carriageway to encourage lane sharing.

The roundabout at the Brown Road and Loop 202 interchange in Mesa, Arizona, adopts a U.S.-recommended design.[74] On-street road markings direct cyclists to enter the pavement at the end of the bike lane. Cyclists who choose to travel on the wide pavement, cross roundabout arms perpendicularly, well outside the circle. A pedestrian island allows pedestrians and cyclists to cross one lane at a time.

Protected roundabouts (or Dutch roundabout) were developed in the Netherlands, with cyclists separated from vehicles using dedicated lanes.[75] As cyclists will conflict with motorists at the exit arms of the motorised roundabout, priority must be established. In the Netherlands, cyclists will normally be given priority to promote cycling over driving.[75] As well as their use in the Netherlands and Denmark, these designs have been subsequently built in the United Kingdom and Ireland.[76][77]

Capacity and delays

[edit]
Traffic approaching Chiverton Cross roundabout in Cornwall, UK

The capacity of a roundabout varies based on entry angle, lane width, and the number of entry and circulating lanes. As with other types of junctions, operational performance depends heavily on the flow volumes from various approaches. A single-lane roundabout can handle approximately 20,000–26,000 vehicles per day, while a two-lane design supports 40,000 to 50,000.[69]

Under many traffic conditions, a roundabout operates with less delay than signalised or all-way stop approaches. Roundabouts do not stop all entering vehicles, reducing both individual and queuing delays. Throughput further improves because drivers proceed when traffic is clear without waiting for a signal to change.

Roundabouts can increase delays in locations where traffic would otherwise often not be required to stop. For example, at the junction of a high-volume and a low-volume road, traffic on the busier road would stop only when cross traffic was present, otherwise not having to slow for the roundabout. When the volumes on the roadways are relatively equal, a roundabout can reduce delays, because half of the time a full stop would be required. Dedicated left turn signals (in countries where traffic drives on the right) further reduce throughput.

Roundabouts can reduce delays for pedestrians compared to traffic signals, because pedestrians are able to cross during any safe gap rather than waiting for a signal. During peak flows when large gaps are infrequent, the slower speed of traffic entering and exiting can still allow crossing, despite the smaller gaps.

Studies of roundabouts that replaced stop signs and/or traffic signals found that vehicle delays were reduced 13–89 percent and the proportion of vehicles that stopped was reduced 14–56 percent. Delays on major approaches increased as vehicles slowed to enter the roundabouts.[7]

Roundabouts have been found to reduce carbon monoxide emissions by 15–45 percent, nitrous oxide emissions by 21–44 percent, carbon dioxide emissions by 23–37 percent and hydrocarbon emissions by 0–42 percent. Fuel consumption was reduced by an estimated 23–34 percent.[7]

Capacity modelling

[edit]

Many countries have researched roundabout capacity. The software can help calculate capacity, delay and queues. Packages include ARCADY, Rodel, Highway Capacity Software and Sidra Intersection. ARCADY and Rodel are based on the Transport Research Laboratory mathematical model. The TRL approach is derived from empirical models based on geometric parameters and observed driver behaviour with regard to lane choice. Sidra Intersection software includes roundabout capacity models developed in Australia and the US.

Research on Australian roundabouts was conducted in the 1980s at the Australian Road Research Board (ARRB).[78] Its analytical capacity and performance models differ from the TRL model significantly, following a lane-based gap-acceptance theory including geometric parameters.

Research on U.S. roundabouts sponsored by the Transportation Research Board (TRB) and Federal Highway Administration (FHWA) culminated in a capacity model that was included in the Highway Capacity Manual (HCM) Edition 6[79] and the TRB-FHWA Roundabout Informational Guide (NCHRP Report 672).[80] The HCM Edition 6 model is based on lane-based gap-acceptance theory. A recent NCHRP survey of US state transport agencies found that Sidra Intersection is the most widely used software tool in the US for roundabout analysis.[81]

Safety

[edit]
A comparison of possible collision points on a roundabout versus a traditional intersection
Small modern roundabout in the United States, where vehicles are driven on the right
Roundabout in the United States with separated side lanes. Vehicles entering the roundabout give way to vehicles in the roundabout.
A typical trunk road roundabout in the UK at Carland Cross on the A30 in Cornwall, United Kingdom. There is a free-flow lane for the A30 towards Bodmin (nearest the camera).

Statistically, modern roundabouts are safer for drivers and pedestrians than both older-style traffic circles and traditional intersections.[82] Compared with these other forms of intersections, modern roundabouts experience 39% fewer vehicle collisions, 76% fewer injuries and 90% fewer serious injuries and fatalities (according to a study of a sampling of roundabouts in the United States, when compared with the junctions they replaced).[83] At junctions with stop signs or traffic lights, the most serious accidents are right-angle, left-turn or head-on collisions where vehicles move fast and collide at high impact angles, e.g. head-on. Roundabouts virtually eliminate those types of crashes. Instead, most crashes are glancing blows at low angles of impact.[84][85] Further, a study based on satellite imagery of all intersections in Australia observed consistently low speeds on roundabouts compared to other intersection types, contributing to reduced injury severity in case of a crash.[86]

Some larger roundabouts take foot and bicycle traffic through underpasses or alternate routes. However, an analysis[87] of the New Zealand national crash database[88] for the period 1996–2000 shows that 26% of cyclists reported injury crashes happened at roundabouts, compared to 6% at traffic signals and 13% at priority controlled junctions. The New Zealand researchers propose that low vehicle speeds, circulatory lane markings and mountable centre aprons for trucks can reduce the problem.[89] The most common roundabout crash type for cyclists, according to the New Zealand study, involves a motor vehicle entering the roundabout and colliding with a cyclist who already is travelling around the roundabout (more than half of cyclist/roundabout crashes in New Zealand fall into this category). The next most common crash type involves motorists leaving the roundabout colliding with cyclists who are continuing farther around the perimeter.

Vision-impaired pedestrians

[edit]

Poorly designed walkways increase risks for the vision-impaired, because it is more difficult than at a signalised intersection to audibly detect whether there is a sufficient gap in traffic to cross safely. At a signalised intersection, traffic comes to a stop, and an audible sound can be generated to indicate that it is time to cross.[90]

This issue has led to a conflict in the United States between the vision-impaired and civil engineering communities. One solution is to provide manually operated pedestrian crossing signals at each entry. This increases construction and operation costs, and requires some way to disrupt traffic long enough for the pedestrian to cross (such as a HAWK beacon) that defeats the purpose of the roundabout. Signalisation also increases delays for most pedestrians during periods of light traffic, since pedestrians need to wait for a signal to change before (legally) crossing.[91]

Signalised pedestrian crossings are normally used on large-diameter roundabout interchanges rather than small-diameter modern roundabouts.

Types of circular intersections

[edit]
The world's largest roundabout, the Persiaran Sultan Salahuddin Abdul Aziz Shah, at Putrajaya, Malaysia[92]

Large roundabouts, such as those used at motorway junctions, typically have two to six lanes and may include traffic lights to regulate flow.

Some roundabouts have a divider or subsidiary deflection island, by means of which is provided a "free flow" segregated left- (or right-) turn lane (for the UK see Design Manual for Roads and Bridges TD 51/03) between traffic moving between two adjacent roads, and traffic within the roundabout, enabling drivers to bypass the roundabout.

Gyratory system

[edit]

The term "gyratory" (for example, Hanger Lane gyratory) is sometimes used in the United Kingdom for a large circular intersection with non-standard lane markings or priority arrangements, or where there are significant lengths of carriageway between the entry arms, or when buildings occupy the central island.[93]

In the 21st century several gyratory systems in London have been removed, including Tottenham Hale[94] and Elephant and Castle.

Smaller, small and mini-roundabouts

[edit]

A small roundabout in Waterloo, Ontario, Canada

As the overall or external size of a roundabout (in the UK referred to as the Inscribed Circle Diameter – ICD) is reduced, the maximum practicable (and prescribed) diameter for the central island is also reduced, whilst the width of the circulatory carriageway increases (due to the greater width of the vehicle swept path at smaller turning radii). In most cases, this results in it being too easy – certainly when traffic is light relative to capacity – for drivers to traverse the roundabout at relatively high speed, with scant regard for road markings or the potential dangers to self or conflicts with other road users. To mitigate this risk, a proportion of the circulatory carriageway – an annulus around the central island – is segregated from general use by demarcation lines and differentiated from the outer annulus of the carriageway by a combination of a slightly raised surface, adverse crossfall, contrasting colours and textures and demarcating lines. The effect of this is to discourage drivers from taking a more direct path through the roundabout, their line of least resistance is more tightly curved (and therefore slower) but more bearable. The inner annulus provides for the trailing axles of longer or articulated vehicles to sweep across the inner annulus, which is therefore known as an over-run area (in UK usage), truck apron, or mountable apron.

The smaller the roundabout, the more such mitigation measures are likely to be abused – the less effective they will be. In the UK the minimum size for roundabouts with raised islands is 28 metre diameter ICD with a 4-metre diameter island. This threshold being driven primarily by vehicle geometry – which is globally relatively consistent – rather than driver behaviour, it is adopted in other jurisdictions too. Below this minimum size, the mini-roundabout prevails.

Mini-roundabouts

[edit]

After developing the offside priority rule, Frank Blackmore, of the UK's Transport Research Laboratory, turned his attention to the possibility of a roundabout that could be built at sites lacking room for a conventional roundabout.[95]

Roundabout in rural Qatar

Mini-roundabouts can incorporate a painted circle or a low dome but must be fully traversable by vehicles. Motorists can drive over them when there is no other traffic, but it is dangerous to do so otherwise. Once the practice is established it may be difficult to discourage. Mini-roundabouts use the same right-of-way rules as standard roundabouts but produce different driver behaviour. Mini-roundabouts are sometimes grouped in pairs (a double mini-roundabout) or in "chains", simplifying navigation of otherwise awkward junctions. In some countries road signs distinguish mini-roundabouts from larger ones.

Mini-roundabouts are common in the UK, Ireland and Hong Kong (particularly on Hong Kong Island), as well as Irapuato in Mexico.

In the UK and also in other jurisdictions that have adopted mini-roundabouts, to drive across the central disc or dome when it is practicable to avoid it is an offence. Vehicles are required to treat the painted circle as if it were a solid island and drive around it.[96] Some local authorities paint double white lines around the circle to indicate this, but these require permission from the Secretary of State for Transport. The central dome also must be able to be overrun by larger vehicles.

In the UK – and also in other highway jurisdictions – the maximum size (inscribed circle diameter) for a mini roundabout is 28 metres (30 yards).[citation needed]

Raindrop roundabouts

[edit]

These roundabouts do not form a complete circle and have a "raindrop" or "teardrop" shape. They have also been used at bowtie intersections, replacing traffic signals that are inefficient without a turning lane. In addition to their use at intersections, raindrop roundabouts are also used in dogbone interchanges (described below).

Balcony roundabout

[edit]

A balcony roundabout is just an elevated roundabout. They are constructed in such a way that vulnerable road users can cross underneath the roundabout. Footpaths and cycle paths along the different roads connect to the square under the roundabout. Vulnerable road users do not interfere with motorised traffic on the roundabout, reducing the risk of collision.

Turbo roundabouts

[edit]
A turbo roundabout design commonly found in the Netherlands

In the Netherlands, Belgium, Bosnia and Herzegovina, the United Kingdom, Finland, Spain, Poland, Hungary, Slovenia, Slovakia, the Czech Republic, North Macedonia, Croatia, Germany, and the U.S. states of Alabama,[97] California, and Florida, a relatively new type of two-lane roundabout designs is emerging, called "turbo roundabouts". These designs require motorists to choose their direction before entering the roundabout, thereby eliminating many conflicting paths and choices on the roundabout itself so that traffic safety is increased, as well as speed and capacity. These designs, seen from above, typically result in a spiralling flow of traffic. One minor drawback is that turbo roundabouts are often marked out such that a U-turn by means of the roundabout is not possible for drivers approaching on certain arms.

Several variations of turbo roundabouts exist. They are frequently designed for the intersection of a major road crossing a road with less traffic.

An early application of the principle was a six-arm and therefore relatively large (and fast) non-circular roundabout at Stairfoot, Barnsley, South Yorkshire, which was given spiral marking about 1984. At that time the method was considered experimental and needed special consent from central authorities. The turbo roundabout was formally developed in 1996 in the Netherlands by Lambertus Fortuijn, a researcher from the Delft University of Technology.[98] Similar roundabouts, with spiralling lane markings, have been used for many years in the UK e.g. the A176/A127 (eastbound) at Basildon, Essex (51°33′41″N 0°27′11″E / 51.561399°N 0.452934°E / 51.561399; 0.452934). However, it was not until 1997 that the UK's national highway authorities published guidance (DMRB TA-78/97) that in effect endorsed the use of spiral markings in certain circumstances.

Turbo roundabouts can be built with raised lane separators (common in the Netherlands[99]) or with lane markings only. The use of raised lane separators prevents road users from weaving (thereby reducing conflicts) but can make manoeuvring more difficult for large vehicles.

A comparison between a two-lane roundabout and a turbo roundabout showing possible collision points.

According to simulations, a two-lane roundabout with three exits should offer 12–20% greater traffic flow than a conventional, three-lane roundabout of the same size. The reason is reduced weaving that makes entering and exiting more predictable. Because there are only ten points of conflict (compared with 8 for a conventional single lane roundabout, or between 32 and 64 with traffic signal control), this design is often safer as well. Research and experiments show that traffic accidents are reduced by 72% on turbo roundabouts compared to multi-lane roundabouts, which have 12 points of conflict.[100] Research at Windesheim University also shows that turbo roundabouts reduce accidents including casualties by some 75% when compared to regular intersections, and by 61% compared to single-lane roundabouts.[101] The same research made it very clear that it is safer for cyclists not to have priority over motor vehicles on the roundabout, than to have it.[101] At least 70 have been built in the Netherlands, while many turbos (or similar, lane splitting designs) can be found in southeast Asia.[102] The turbo roundabout design is given as an example[103] in the federal Manual on Uniform Traffic Control Devices.

Sub-sea roundabouts

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A new development is the roundabout below the seabed, in locations where multiple undersea traffic tunnels join. The first such roundabout is in the Eysturoy Tunnel (Eysturoyartunnilin), opened in December 2020 in the Faroe Islands. It connects the main island Streymoy with two locations on the island Eysturoy that are separated by a long fjord, Skálafjørður. So, three roads meet at this roundabout. Total length of the system is 11.24 km (6.98 mi). It was the largest ever infrastructure project in the Faroe Islands, estimated to have cost around a billion Danish kroner.[104]

Motorways

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Motorway junction with roundabout near Opatovice nad Labem, Czech Republic

Roundabouts are generally not appropriate for placement on motorway or freeway mainlines because the purpose of such facilities is to provide for uninterrupted traffic flow. However, roundabouts are often used for the junction between the slip roads (called ramps in North America) and the intersecting road. A single roundabout, grade separated from the mainlines, may be used to create a roundabout interchange. This type of junction is common in the UK and Ireland.

Alternatively, separate roundabouts also may be used at the slip road intersections of a diamond interchange to create what often is referred to as a "dumbbell interchange", which is increasingly common in both Europe and North America due to its reduced need for wide or multiple bridges. A variation of the dumbbell interchange, often called a "dogbone interchange", occurs when the roundabouts do not form a complete circle but are instead raindrop roundabouts (described above). This configuration reduces conflicts between vehicles entering the raindrop roundabouts from the ramps, reducing queueing and delays, compared with the dumbbell interchange.

Additional use of roundabouts for high-speed junctions is the 3-level stacked roundabout—this is a roundabout interchange where both of the roadway mainlines are grade separated. In the United Kingdom, the M25/A3, M8/M73 and A1(M)/M18 interchanges are examples of this type. These junctions, however, have less capacity than a full free-flow interchange. A similar design to this is the three-level diamond interchange.

Most junctions on Dublin's M50 motorway C-road were built using a standard roundabout interchange. The traffic volume of several of these junctions increased to a level higher than the capacity such roundabouts can accommodate, and in turn, have been converted into partially or fully free-flowing interchanges. One example is the Red Cow interchange. In Northern Ireland, the junction between the M1 and M12 (Craigavon connector motorway) is via a standard roundabout with a raised centre, three onslips and three offslips, and two lanes.

In the city of Malmö, Sweden, a roundabout connects two motorways, E22 from Lund, and the Inner ring road.

In the Netherlands, A6 motorway and A7 motorway used to cross near Joure using a roundabout until October 2017, when the junction was turned into a full Y-interchange.[105] The junction between the A200 and the A9 uses a 3-level stacked roundabout. Near Eindhoven (the Leenderheide junction), the junction for the A2 uses a roundabout. An overpass was built for the A67 from Antwerp to Germany.

Near Liège, Belgium, the Cheratte interchange between the A3/E40 and A25/E25 functions partially as a roundabout, with through traffic allowed to continue without entering the junction and traffic changing between motorways required to use the roundabout.

Rotary interchanges operate with traffic circles rather than roundabouts. Rotary interchanges are common in New England, particularly in the state of Massachusetts, but a European example of a rotary interchange may be found in Hinwil, Switzerland.

Signalised roundabouts

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A major signal-controlled roundabout interchange in central Bristol, England. Vehicles drive on the left, and vehicles in the roundabout are stopped by traffic lights to allow other vehicles to enter, while an underpass permits straight-through traffic to bypass the roundabout entirely.

A signalised roundabout is one where one or more entry is controlled by traffic signals, rather than by assumed priority. For each signalised entry there will also be a signalised stopline immediately upstream on the circulatory section. The signals prevent blocking on the roundabout, and balance and improve traffic capacity.[106]

Examples include the M50 in Dublin; the Cherry Street roundabout in Kowloon, Hong Kong; Sheriffhall Roundabout in Edinburgh, Scotland; Newton Circus in Singapore; and many of the roundabouts along the Paseo de la Reforma in Mexico City.

An evolution of the signalised roundabout has been proposed recently.[107] It is based in avoiding stops by eliminating conflict points in roundabouts. This proposed new paradigm (SYROPS) forms platoons of vehicles (e.g. 2 x 3 cars) that arrive at the roundabout with speed identical to the average circulation speed in the roundabout and within the time interval (visualised as a rotating priority sector) assigned to his entrance, avoiding all the conflicts of passage and with it the stops and accelerations required in standard and in signalled roundabouts. Signalling signage is with lights for human drivers and optionally wireless for connected and autonomous vehicles.[undue weight?discuss]

Magic roundabouts and ring junctions

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"Magic" roundabouts (also known as "ring junctions") direct traffic in both directions around the central island. The first magic roundabout was constructed in 1972 in Swindon, Wiltshire, United Kingdom, designed by Frank Blackmore,[108] inventor of the mini-roundabout. The roundabout joins five roads and consists of a two-way road around the central island, with five mini-roundabouts meeting the incoming roads.[109]

The name derives from the popular children's television series, The Magic Roundabout, and is considered "magic" because traffic flows in both clockwise and anticlockwise directions. This is achieved by surrounding the main island with one smaller roundabout per entry/exit street. This pattern directs traffic in the usual clockwise (in LHT installations) or counter-clockwise (in RHT installations) manner around each mini-roundabout. Exiting the mini-roundabouts, traffic may proceed around the central island either in the usual direction (via the outer loop), or in the inverse direction (the inner loop). The arrangement offers multiple paths between feeder roads. Drivers typically choose the shorter, most fluid route. Although the safety record is good,[citation needed] many drivers find this system intimidating, and some drivers go to great lengths to avoid them.[110][111][112]

Similar systems to the Swindon design found elsewhere in the United Kingdom include the Plough Roundabout in Hemel Hempstead, Hertfordshire (which has six intersections); Denham Roundabout in Denham, Buckinghamshire; Greenstead Roundabout in Colchester, Essex; and the Abbey Way Gyratory in High Wycombe, Buckinghamshire.

Churchbridge Junction in Staffordshire is a magic gyratory. This type of junction is similar to a magic roundabout, except that the constituent roundabouts are connected by longer lengths of roadway.[citation needed]

Dutch-style roundabouts for bicycles and pedestrians

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Dutch-style roundabout
Near Nationaltheatret in Oslo, tramways cross the roundabout
Haymarket roundabout, Melbourne

Trams

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Tram roundabouts, which are found in many countries, combine roundabouts for individual vehicles with tram lines. Large areas are needed for tram roundabouts that include a junction between tram lines. Tramways usually cross the centre of the roundabout. At busy junctions, this requires traffic lights or special signalling granting the trams priority. However, there are also roundabouts where trams and vehicles share the carriageway. Some roundabouts have a tram stop on the island.

  • In France, tram roundabouts commonly have radii between 14 and 22 metres, although some have radii outside this range.[113]
  • In some cities, the tramway bisects the roundabout. The French Cerema [fr] considers that the mix of priorities makes these confusing and difficult to understand: a traditional modern roundabout gives the priority to the central ring, while tram roundabouts give priority to the central ring but higher priority still to the tramway. This generates many collisions of cars and trams, between 7 and 10 for each tram roundabout in France between 2006 and 2015 (between 0.37 and 1.01 per year).[113][contradictory]
  • In inner Melbourne, particularly in the inner suburban area of South Melbourne, where the tram network is extensive, tram tracks always pass through the central island, with drivers required to give way to vehicles approaching from their right and to trams approaching from right angles. The Haymarket roundabout between Royal Parade and Elizabeth Street contains a tram-stop, pedestrian crossings, three entering tram lines, traffic signals to stop vehicular traffic at each crossing point when a tram is due, service roads and a pedestrian crossing.
  • Brussels tram roundabouts employ multiple configurations. At the Barrière de St-Gilles (Dutch: Bareel St-Gillis), tram tracks form a circle in the carriageway, while Churchill, Verboekhoven and Altitude Cent (Hoogte Honderd) have reserved tram tracks inside the roundabout. At Vanderkindere and Place Stéphanie (Stefaniaplein), they go straight through the centre, in the latter case with a slip track up the Chaussée de Charleroi (Charleroisesteenweg), while at Montgomery they tunnel underneath.
  • In Dublin, Ireland, the Red Cow interchange at the N7/M50 junction is grade-separated and is signal-controlled with secondary lanes (separate from the main roundabout) for those making left turns. The junction, the busiest in Ireland, had tram lines added to it with the opening of the Luas system in 2004. The tracks pass across one carriageway of the N7, and across the southern M50 sliproads. Trams pass every five minutes at rush hour. The roundabout was replaced with a grade-separated free flowing junction.
  • Gothenburg, Sweden has a tram roundabout at Mariaplan in the inner suburb of Majorna. The trams make a right turn, giving the roundabout an odd design.
  • In Warsaw, trams typically cross straight through roundabouts and have junctions in the centre of them. In Wrocław, Poland, trams pass through the Powstańców Śląskich Roundabout, stopping in the roundabout (north-headed track).
  • The Silesian tram network in Poland has two tram roundabouts. In the city centre of Katowice, the tram line passes through the centre of the Ziętka Roundabout in a north–south alignment, with a tram stop in the centre of the circle.[a] In Będzin, unusually, the tram junction itself forms a circular roundabout, with trams going around the circle; there are tram stops immediately outside the roundabout on each branch.
  • In Vítězné náměstí (Victory Square) in Prague, Czech Republic, a tramway crosses the carriage way of the roundabout at three places. Entering as well as leaving trams give way to vehicles. In the years 1932–42 trams circulated much like vehicles.[114]
  • In Kyiv, Ukraine an interchange of two "fast tram" lines is below a roundabout.
  • Oslo, Norway also has many roundabouts with tram tracks passing through; for example at Bislett, Frogner plass, Sinsen, Solli plass, Carl Berners plass and Storo.
  • In Wolverhampton, England, the West Midlands Metro tram passes through the centre of a roundabout on the approach to its terminus at St Georges. This also happens in New Addington in Croydon on the Tramlink north of King Henry's Drive tram stop on Old Lodge Lane at the junction to King Henry's Drive.
  • In Sheffield, England the Sheffield Supertram systems crosses two major roundabouts. At the Brook Hill roundabout near Sheffield University, the tramway passes underneath the roundabout in a subway, while at Park Square in the city centre it travels above the roundabout on bridges and viaducts with a junction in the central island.
  • A roundabout in southern Zagreb, Croatia features tram tracks passing through, curving at a 90° angle, as well as a full tram mini-roundabout inside the middle road island. In Croatia, where tram tracks enter the road without traffic lights, trams have the highest priority and other non-emergency vehicles are required to yield.
  • In Salt Lake City, Utah a light rail line on the south side of the University of Utah crosses a roundabout where Guardsman Way meets South Campus Drive. Like virtually all rail crossings in the United States, both crossings in the circle are equipped with boom barriers.
  • In Kassel, Germany, Lines 4 and 8 pass through the centre of the roundabout at Platz der Deutschen Einheit. The tram stops are in the centre of the roundabout. Roundabout traffic is controlled by traffic lights. Pedestrian access is via subway and street-level crossings at the lights.
  • In Bremen, Germany, tram lines 8 and 6 pass through the centre of the roundabout "Am Stern" east of the main railway station. They enter from the west and exit in a northeastern direction, thus making a slight bend within the roundabout. Both stations are situated on the north-eastern edge of the roundabout. Traffic is controlled by two-colour traffic lights inside the roundabout.

Railways

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The Main North Line railway bisects the State Highway 1/Main Street roundabout in Blenheim, New Zealand.

In Jensen Beach, Florida, the main line of the Florida East Coast Railway running north–south bisects the two-lane roundabout at the junction of Jensen Beach Boulevard running east–west. It hosts three other roads and the service entrance to a large shopping plaza. Boom barriers line the railway crossings. The landscaped central island bisected by the tracks was originally kerbed, but 18-wheelers had trouble negotiating the roundabout, so the kerbs were replaced with painted concrete strips. The roundabout was built in the early 2000s and improved traffic flow, although long freight trains often cause delays.[115][116]

Two roundabouts in the Melbourne metropolitan area, Highett, Victoria[117] and Hampton,[118] have heavy rail crossing the roundabout and through the inner circle. Boom barriers protect the railway from oncoming traffic at the appropriate points in the roundabout.

At the Driescher Kreisel[119] in Bergisch Gladbach, Germany, a railway serving a nearby paper factory crosses a roundabout located next to a shopping centre and pedestrian zone. The flow of traffic and pedestrians is governed by 14 barriers, 22 traffic lights and 8 loudspeakers. The barriers close three times daily for 7 minutes to allow trains to pass.

In New Zealand's South Island, two roundabouts join major roads where a railway cuts through. One is at the intersection between State Highway 1 (as Sinclair Street and Main Street from the east) and Main Street (from the west), Park Terrace and Redwood Street in the city of Blenheim. Here the Main North Line bisects the roundabout and separates Park Terrace and Main Street eastbound from the rest of the roundabout.[120] The other roundabout is located at Kumara Junction on the West Coast, where the Hokitika Branch separates State Highway 6 southbound from SH 6 northbound and State Highway 73.[121] Both roundabouts are controlled by flashing red lights, with additional boom barriers at the Blenheim roundabout.

Through roundabout

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Also known as a hamburger roundabout, these junctions are signalised and have a straight-through section of carriageway for one of the major routes. The hamburger name derives from the fact that the plan view resembles the cross-section through a hamburger. The United Kingdom has examples on the A580 East Lancashire Road in St Helens, on Haydock Island in Merseyside[122] (which also features the M6 passing overhead), and on the Astley/Boothstown border.[123] More examples are the A6003 at Kettering, the A538 near Manchester Airport, the "Showcase" junction on A329 at Winnersh, Berkshire[124] and the A63/A1079 Mytongate junction in Hull. Examples also exist in Bracknell, Hull,[125] Bramcote in Nottinghamshire and Reading, as well as on the N2/M50 intersection in Dublin, Ireland. In Perth, Western Australia, one is found at the intersection of Alexander Drive, Morley Drive and The Strand.[126] Throughabouts are very common in Spain, where they are called raquetas (Spanish for "[tennis] racket") or glorieta/rotonda partida ("split roundabout").[127]

Only bicycle-pedestrian roundabouts

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The same features that make roundabouts attractive for roadway junctions led to their use at junctions of multi-use trails.

The University of California, Davis[128][original research?] and Stanford University, as well as the Cape Cod and Old Colony rail trails have bicycle-pedestrian roundabouts. A roundabout along the Clear Creek Trail in Bloomington, Indiana, connects the main trail to its spur.

Roundabouts are used on off-road bicycle trails in Florida, Colorado, Alaska, and Wisconsin.[129][130][131]

An elevated roundabout is located in Eindhoven, serving pedestrian and bicycle traffic only, above the main conventional roadway intersection. It is known as the Hovenring.

See also

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Notes

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References

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Sources

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Revisions and contributorsEdit on WikipediaRead on Wikipedia
from Grokipedia
A roundabout, also known as a traffic circle or rotary in some regions, is a type of circular where vehicles travel counterclockwise around a central in right-hand countries or clockwise in left-hand countries, with entering yielding to vehicles already circulating within the roundabout. Originating from early 20th-century designs in the , such as the 1907 island in Letchworth Garden City, modern roundabouts evolved in the 1960s through UK innovations that emphasized yield control and deflection to reduce speeds, distinguishing them from larger, signal-controlled rotaries common in the early 20th-century . The first modern roundabout in the was constructed in 1990 in , and their adoption has since accelerated, with over 11,000 now in operation nationwide as of 2025, driven by policies in several states favoring roundabouts over traditional signalized or stop-controlled intersections. Roundabouts enhance safety by minimizing conflict points—reducing them to eight from 32 at a typical four-way —and lowering vehicle speeds to 15-25 mph, which has been shown to decrease injury crashes by 72-80% and overall crashes by 35-47% at converted sites in the . They also improve traffic efficiency by eliminating stops and signals, cutting delays by 13-89%, reducing fuel consumption and emissions, and providing safer crossings for pedestrians and cyclists through features like splitter islands and refuge areas. Globally, roundabouts are widely used in and for urban and rural applications, including multi-lane designs and integrations with public transit, contributing to fewer severe accidents compared to conventional intersections.

History

Early traffic circles and origins

The concept of circular intersections emerged in the late in as urban areas grappled with increasing volumes of horse-drawn carriages and pedestrians. One pioneering example was the Place de l'Étoile in , constructed in the 1850s around the ; this large plaza was redesigned in 1907 by Eugène Hénard into an early circle to streamline traffic flow in the expanding city. In the early 20th century, French architect and urban planner Eugène Hénard refined these ideas by advocating one-way gyratory systems, where vehicles would circulate counterclockwise around a central island to reduce congestion. Hénard's proposals, first outlined around 1903, introduced the notion of continuous circular flow without stops, and he applied them in 1907 to redesign the Place de l'Étoile and Place de la Nation in Paris. These innovations aimed to accommodate the rising number of automobiles by promoting smooth, unidirectional movement. Meanwhile, in the United States, traffic safety advocate William Phelps Eno implemented similar principles at Columbus Circle in New York City, completed in 1905 as the country's first automobile-oriented traffic circle. Eno's design featured counterclockwise rotation with priority given to entering vehicles, marking a shift toward engineered solutions for motorized traffic. Early traffic circles were characterized by large diameters often exceeding 100 meters, multi-lane circulatory roadways, and free-flow entries that allowed vehicles to merge without yielding to circulating traffic. This configuration enabled high speeds—typically 40-50 km/h—through minimal deflection angles and tangential approaches, but it also created zones where entering and exiting vehicles crossed paths abruptly. Such designs prioritized capacity over , leading to frequent merging and lane-changing conflicts, particularly as traffic volumes grew in the 1920s and 1930s. By the mid-20th century, these flaws contributed to the decline of early traffic circles, as rising automobile use exposed their operational and shortcomings. High-speed weaving and uncontrolled entries resulted in elevated collision risks, with rear-end, sideswipe, and angle crashes being common. U.S. studies from the through , including analyses by the Institute of Transportation Engineers, reported significantly higher accident frequencies in rotaries compared to signalized intersections, often exceeding 5-10 crashes per million entering vehicles annually in high-volume locations. For example, reports documented severe injury rates up to four times higher than at conventional junctions due to the intensity of impacts at elevated speeds. These findings, coupled with during peak hours, led to widespread conversions to signals or overpasses by the .

Development of modern roundabouts

The development of modern roundabouts originated in the during the 1960s, spearheaded by the (TRL), where engineers including Frank Blackmore conducted pioneering research to resolve the safety and efficiency issues of earlier traffic circles, such as excessive and high-speed entries. A transformative innovation was the yield-at-entry rule, introduced in November 1966, which mandated that vehicles entering the circulatory roadway yield to those already circulating, thereby eliminating weaving conflicts and promoting smoother, unidirectional flow. This rule, rigorously tested through field experiments from 1962 to 1966, increased roundabout capacity by about 10% while drastically reducing collision risks by prioritizing circulating traffic. Building on these operational changes, the TRL developed empirical capacity models grounded in queuing theory, analyzing entry flows against circulating volumes at over 80 public sites to derive unified formulas for predicting delays and saturation flows. By 1969, the standardized modern roundabout design through initial guidelines emphasizing single-lane entries and circulatory roadways, which formalized low-speed geometries to prevent lane-changing hazards within the junction. Early prototypes and trials in the late 1960s, including mini-roundabout implementations in locations like , yielded immediate safety gains, with overall accident reductions of up to 70% compared to prior traffic circles due to fewer conflict points and controlled speeds. Geometric principles were central to these advancements, incorporating deflection angles of 30-40 degrees at entry points to enforce speed reduction via curved approaches and central islands, thereby minimizing entry speeds to 15-20 mph and enhancing visibility without abrupt stops. These designs drew from TRL's analyses, which optimized queuing and discharge rates for balanced performance across varying volumes. Key publications, such as the TRL's Laboratory Report LR 942 on traffic capacity, codified these methods, establishing benchmarks for safe, high-capacity operations. In the 1970s, these innovations influenced , particularly , where engineers adapted the yield-at-entry and deflection principles to refine gyratory systems into more compact, urban-friendly roundabouts. French designs emphasized similar single-lane circulatory flows but incorporated localized adjustments for denser , leading to the first modern installations by the late 1970s and rapid proliferation thereafter.

Global adoption and regional variations

The adoption of modern roundabouts expanded significantly across starting in the 1970s, with emerging as a leader in their implementation. Influenced by safety imperatives and the need for efficient amid growing urban congestion, introduced widespread use of low-speed roundabout designs, which aligned with broader efforts to promote fuel-efficient transportation following the . By the mid-1980s, had enacted a key right-of-way law in that standardized priority for circulating , facilitating rapid proliferation; studies of 179 urban and suburban roundabouts from to 1988 demonstrated a 78% reduction in injury accidents compared to prior signalized intersections. By 1997, the country had approximately 15,000 modern roundabouts, with construction rates reaching about 1,000 per year; as of the early , this number exceeded 30,000. In , adoption began in the 1970s, particularly in countries like and , where roundabouts were prioritized for enhancing pedestrian safety through reduced vehicle speeds and fewer conflict points at crossings. , for instance, had only 15 roundabouts in 1980 but saw steady growth into the 1980s as part of broader Nordic efforts to lower urban injury rates; early installations in (1977 and 1980) similarly achieved 75% fewer accidents and 90% fewer injuries, influencing regional practices. The , building on its pioneering role in the , maintained high density with design guidelines revised in 1975 and 1984, leading to over 25,000 roundabouts by 2020 and approximately 26,000 as of 2023, reflecting a policy focus on capacity and safety that contrasted with slower continental uptake. North American introduction was notably slower, with initial modern installations in the 1990s rather than the 1970s, though early traffic circles existed in places like since the early . The first true modern roundabout in the United States appeared in 1990 in , followed by conversions such as one in , in 1993; by 1997, fewer than 50 existed nationwide, often facing public skepticism. Adoption accelerated in the late 1990s through (FHWA) initiatives, including a 1997 study that informed national guidelines released in 2000, which emphasized safety benefits like 37% overall crash reductions observed in early U.S. sites. The 2000 edition of the Manual on Uniform Traffic Control Devices (MUTCD) incorporated specific roundabout standards for signing, markings, and warnings, further standardizing implementation and supporting safety campaigns that highlighted reduced severe injuries. Continued expansion in the 2020s has seen the U.S. surpass 11,000 roundabouts as of 2024, propelled by FHWA-promoted education to address driver resistance rooted in unfamiliarity with yield rules and navigation. Canada mirrored this pattern, with gradual uptake in provinces like starting in the 1990s. In , widespread adoption occurred from the 1970s onward, influenced by British exports of the concept, with networks developing rapidly in cities like to manage suburban growth and reduce collisions. By the 1980s, roundabouts became a standard intersection type, as evidenced by a 1981 Victoria study of 73 sites showing 74% fewer casualties and a 1990 analysis of 230 locations indicating 41% crash reductions; the 1993 AUSTROADS Guide formalized designs, contributing to their prevalence in urban and rural settings, with over 15,000 as of recent estimates. saw more varied growth, with beginning post-1980s experimentation but achieving limited adoption until the 2000s due to preferences for signals in dense urban areas; early studies in the 2010s confirmed capacity benefits, though roundabouts remain uncommon. In , urban retrofits accelerated in the 2000s amid rapid motorization, with roundabouts installed to alleviate congestion in cities like and , where safety evaluations from the 2010s reported significant conflict reductions at converted sites. Key drivers of global dissemination included the , which spurred interest in low-emission, fuel-saving intersections by minimizing stops and idling, alongside policy shifts like the U.S. MUTCD updates. Regional variations persist, with higher densities in the UK (over 25,000 by the 2020s) and (exceeding 30,000) compared to North America's approximately 11,000 in the as of 2024, where initial resistance stemmed from driver unfamiliarity leading to hesitation and errors at entries. Over time, education and demonstrated safety gains—such as 51% fewer injury crashes in U.S. conversions—have mitigated these issues, fostering broader acceptance.

Terminology

Core definitions

A modern roundabout is defined as a circular in which circulates counterclockwise around a central , with vehicles entering the circulatory roadway required to yield to circulating and no signals present in the circulatory area. According to standards from the (TRL) and the Design Manual for Roads and Bridges (TD 16/93), it consists of multiple approach arms arranged around a central connected by a circulatory , where entering vehicles must give way to already circulating (approaching from the right in right-hand drive countries, from the left in left-hand drive countries). Essential criteria for a modern roundabout include fully deflected entry and exit paths to control speeds, the absence of stop signs at entries, priority granted to circulating traffic, and a raised central that forces vehicles to deviate from straight-line travel, thereby reducing speeds to below 50 km/h (30 mph) in the circulatory roadway. These features ensure a single, unsignalized with channelized approaches via splitter islands, promoting continuous flow while minimizing conflict points. International standards, including those from the US (FHWA) in its 2000 informational guide and European guidelines compared by TRL, emphasize elements such as an inscribed circle typically between 13 m and 60 m to enforce speed control with entry speeds of 25-50 km/h (15-30 mph). Modern roundabouts differ from traditional traffic circles primarily in the yield rule—entering vehicles yield to circulating traffic rather than free-flow merging—and in their design, which includes single- or multi-lane circulatory roadways that avoid the multi-lane weaving sections common in older circles. Traffic circles often permit higher speeds due to larger diameters and tangential entries, whereas modern roundabouts use tight curvature and deflection for inherent speed reduction. The term "modern roundabout" emerged to specify designs developed after the , particularly in the UK, excluding pre-yield traffic circles that lacked these safety-oriented features.

Regional and alternative terms

In the and , the term "roundabout" has been the standard designation for circular intersections since the , reflecting the circulatory, one-way flow of around a central island. This terminology emphasizes the continuous motion and yield-at-entry rules established in the UK Highway Code in 1966, which prioritize circulating vehicles. In , official road authorities like Transport Victoria consistently use "roundabout" in guidelines and signage, aligning with British conventions due to shared design principles. In the United States and , older circular intersections were commonly referred to as "traffic circles" or "rotaries" before the , often denoting larger, higher-speed designs with different right-of-way rules that led to concerns. The (FHWA) adopted "modern roundabout" in the late to distinguish these improved, yield-controlled intersections from prior configurations, formalizing the shift in its 2000 informational guide to promote clarity and adoption. follows similar North American standards, using "roundabout" for contemporary designs while retaining "traffic circle" for legacy installations in some contexts. Among other English-language variants, "gyratory" appeared in early 20th-century texts to describe one-way circulatory systems, but it was largely replaced by "roundabout" by 1926 as the preferred official term. In certain European contexts, "ring junction" refers to specialized roundabouts with two-way circulation or integrated mini-roundabouts, though this usage is less common today. In , the term is "Kreisverkehr." Non-English speaking regions employ distinct terms rooted in local traffic codes and signage. In French, the official designation is "carrefour à sens giratoire," denoting a junction with gyratory (one-way) traffic flow, while "rond-point" is a colloquial synonym often seen on maps and signs. Spanish and Portuguese variants include "rotonda" or "glorieta" in Spain, as per Dirección General de Tráfico guidelines, and "rotunda" in Portugal (European Portuguese), with "rotária" used in Brazil. In Latin America, particularly countries like Mexico and Colombia, common terms include "rotatoria," "glorieta," and "rotonda," with "glorieta" used officially in Mexican federal regulations. Legal terminology in the United States highlights regional discrepancies that affect public perception and infrastructure. For instance, New York Vehicle and Traffic Law § 1145 explicitly uses "rotary traffic circle or island" to define yield rules, perpetuating the older in state codes despite federal FHWA preference for "roundabout." This divergence can lead to confusion among drivers, influencing signage design—such as yield symbols—and educational campaigns to bridge terminological gaps between legacy and modern systems.

Design and Operation

Fundamental components

The fundamental components of a roundabout form its geometric and operational core, enabling efficient one-way circulation while prioritizing through speed reduction and clear path definition. These elements include the central island, approach roads with splitter islands, circulatory roadway, entry and exit configurations, and with markings, each designed to deflect vehicles gently and minimize conflict points. The central island serves as the primary deflection feature, forcing vehicles to curve around it in a counterclockwise direction to reduce entry speeds and enhance visibility for approaching drivers. It typically consists of a raised, non-traversable area surrounded by a , with diameters ranging from 4 to 10 meters for mini or compact designs to larger sizes up to 45 meters or more for multilane configurations, depending on traffic volume and design vehicle. For accommodating larger vehicles like trucks, an —a mountable, paved ring around the island's base—is often incorporated, typically 1 to 3 meters wide with a low (2-3 inches high) to allow overhang clearance while discouraging smaller vehicles from crossing. This design promotes consistent low speeds of 15-25 mph and supports aesthetic enhancements like , provided sight lines remain unobstructed. Approach roads and splitter islands work together to channel incoming traffic, narrowing the entry path to naturally slow vehicles and separate opposing flows. Approaches taper from full roadway width to 3-5 meters at the entry for single-lane designs, creating a funneling effect that enhances deflection and visibility around the central island. Splitter islands, raised and kerbed extensions of the central island, project outward to divide lanes, with minimum widths of 1.5-2 meters and lengths extending at least 15-30 meters from the entry point to provide clear separation and gradual speed reduction. These features align with the yield priority rule by positioning drivers to assess circulating traffic early. The circulatory roadway encircles the central island, forming a one-way loop where vehicles maintain low speeds through controlled . It typically measures 3-6 meters wide for single-lane roundabouts, accommodating one width plus shoulders, while multilane versions expand to 5-10 meters. is enforced by a of 20-50 meters, often using successive curves rather than a perfect circle to maximize deflection and limit speeds to 20-30 km/h, with minimal superelevation (1-2.5% outward or crowned) for drainage and stability without encouraging higher velocities. This configuration ensures smooth merging and reduces the risk of side-swipe collisions. Entry and exit angles are optimized to align with natural vehicle paths, typically set at 45-60 degrees to promote intuitive navigation and minimize sharp turns that could lead to cutoff maneuvers. Entries deflect at this angle to align with the circulatory flow, reducing entry speeds and conflict severity, while exits more gradually (near 90 degrees) for efficient deceleration. These angles, measured from the approach to the circulatory , enhance sight and gap . Signage and markings provide essential guidance to reinforce the roundabout's operational rules, with yield signs mandatory at all entries to indicate priority to circulating traffic, as per standard design manuals. Pavement markings include lane arrows, yield lines, and edge lines (4-6 inches wide, yellow for outer edges and white for lanes) to delineate paths, while rumble strips may be added on approaches for auditory speed cues in high-risk areas. Overhead or post-mounted signs, such as directional arrows and roundabout warning symbols, ensure clarity, particularly in multilane setups.
ComponentTypical DimensionsKey Purpose
Central Island4-10 m (mini/compact); up to 45 m (multilane)Deflection and visibility enhancement
Splitter Islands1.5-2 m wide; 15-30 m longTraffic separation and speed reduction
Circulatory Roadway3-6 m wide; 20-50 m Low-speed one-way circulation
Entry/Exit Angles45-60°Natural path alignment and conflict reduction

Traffic flow rules

In roundabouts, is governed by a set of operational principles that prioritize continuous circulation while minimizing conflicts at entry and exit points. These rules ensure efficient movement by assigning clear right-of-way priorities and promoting disciplined vehicle behavior within the circulatory roadway. The fundamental approach relies on unsignalized operation, where and signage guide drivers to yield appropriately without the need for stops or signals in standard designs. The primary rule is the yield-at-entry principle, requiring vehicles approaching the roundabout to yield to all circulating traffic already within the . This is enforced through yield signs positioned at each and reinforced by the , such as approach angles and splitter islands that create visibility constraints, compelling drivers to assess gaps before merging. Failure to yield can lead to conflicts, but the rule promotes smoother flow by allowing circulating vehicles uninterrupted passage. Once inside the roundabout, vehicles maintain circulatory priority, holding the right-of-way over any entering until they reach their intended exit. This priority persists throughout the circulation, preventing or maneuvers that could arise in traditional intersections. Drivers signal their exit intentions early to alert following vehicles, ensuring the exiting vehicle yields only to pedestrians or cyclists at designated crossings if present. Lane discipline is critical, particularly in distinguishing single-lane from multi-lane configurations. In single-lane roundabouts, vehicles enter, circulate, and exit without changing lanes, maintaining a uniform path around the central island. For multi-lane roundabouts, drivers must select the appropriate entry lane based on their exit—typically the rightmost lane for right or straight exits and inner lanes for left turns—and remain in that lane throughout circulation until exiting, avoiding any lane changes to prevent collisions. Pavement markings, such as lane-use arrows and chevrons, further guide compliance. Speed management within roundabouts is achieved primarily through design-induced deflection, where the of entry paths and the offset from the central compel vehicles to decelerate naturally to entry speeds of approximately 15-20 mph (25-30 km/h), rather than relying solely on posted limits or signage. This geometric control reduces the severity of potential impacts by limiting operational speeds in the circulatory roadway to similar levels. For emergency vehicles, protocols adapt the standard rules to allow precedence while maintaining safety. Approaching drivers who have not yet entered the roundabout should pull over to the right as soon as possible upon hearing sirens or seeing lights, yielding the entry. Those already circulating proceed to their exit before pulling over, avoiding abrupt stops within the intersection that could block access. Designated pull-over areas adjacent to the roundabout facilitate this, and standards like the UK's Highway Code emphasize giving way to emergency vehicles using audible signals or lights, treating them as having overriding priority.

Pedestrian and cyclist integration

Pedestrian crossings in roundabouts are typically located at entry and exit points, positioned after the splitter islands to allow vehicles to yield before entering the circulatory roadway. These crossings are placed upstream of the yield line by at least one length—approximately 7.5 meters for single-lane roundabouts and 7.5 to 22.5 meters for multilane designs—to enhance visibility and reduce conflict points. Zebra-style markings, consisting of 0.3- to 0.6-meter-wide lines spaced 0.3 to 1.0 meter apart, are used for these perpendicular crosswalks, which provide refuge on splitter islands with a minimum width of 1.8 meters to accommodate , strollers, and bicycles. The curved geometry of roundabout approaches further improves sight lines for both and approaching drivers. For cyclists, provisions often include shared paths or dedicated cycle lanes leading up to the roundabout, where bike lanes terminate about 30 meters upstream of the yield line to allow cyclists to merge safely. In areas with high bicycle volumes, separate facilities such as grade-separated tracks—common in Dutch designs—enable cyclists to bypass the vehicular circulation entirely via underpasses or overpasses, minimizing interactions with motor traffic. Cyclists may either navigate the roundabout as vehicles, claiming a lane and yielding to circulating traffic, or use adjacent pedestrian paths if dismounting, though dedicated off-road paths with ramps are preferred for safety in urban settings. Signalization for pedestrians and cyclists is generally limited to actuated signals at busy crossings, activated by pushbuttons to provide gaps in vehicular flow without interrupting the roundabout's circulatory operation. These signals are positioned 20 to 50 meters from the yield line and include audible cues for , but circulatory signals within the roundabout are avoided to maintain free-flow traffic. Timing ensures wait times remain under 30 seconds where possible, aligning with broader standards. Visibility enhancements include setback crosswalks that allow drivers to detect pedestrians earlier, supplemented by bollards, adequate (9 to 17 on arterials), and to alert drivers to non-motorized users. Apron islands around the central island provide additional maneuvering space for cyclists, while and low shrubs buffer sidewalks from the roadway, improving overall user detection. U.S. guidelines from AASHTO, as referenced in federal design resources, recommend widths of 3 to 4 meters for single-lane entries to balance capacity and safety, with splitter islands designed per standard island guidelines for adequate refuge. These standards emphasize designs that target approach speeds of 20 to 25 km/h, reducing risks for non-motorized users.

Capacity and performance analysis

The capacity of a roundabout refers to the maximum sustainable hourly flow rate of vehicles through an entry leg, influenced primarily by the conflicting circulating flow and geometric features such as entry width and inscribed circle diameter. For single-lane roundabouts, typical entry capacities range from 1,200 to 1,800 vehicles per hour (vph), assuming low to moderate circulating flows and standard geometries with diameters between 25 and 55 meters. This range is derived from empirical gap-acceptance models calibrated to U.S. and international data, ensuring operations remain efficient without excessive queuing. Performance analysis relies on gap-acceptance theory, which simulates driver behavior as vehicles at the entry yield to circulating traffic and accept suitable gaps to merge. The Highway Capacity Manual (HCM) 7th Edition (2022) provides methodologies for estimating average entry delay under this framework, updated from prior editions to include multimodal and connected/automated vehicle considerations as of 2025: d=3600c+900T[x1+(x1)2+3600cx450T]+5min[x,1]d = \frac{3600}{c} + 900 T \left[ \frac{x - 1 + \sqrt{(x - 1)^2 + \frac{3600}{c} x}}{450 T} \right] + 5 \min[x, 1]
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