Interchange (road)
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Interchange Road
The High Five in Dallas, Texas, United States: an example of interchange design. This is a complicated five-level stack interchange due to the proximity of frontage roads and high-occupancy vehicle lanes. This hybrid design is based on parts of a four-level stack for highways, with a three-level-diamond interchange to handle the frontage roads. 32°55?27?N 96°45?49?W / 32.9242°N 96.7636°W / 32.9242; -96.7636

In the field of road transport, an interchange is a road junction that uses grade separation, and typically one or more ramps, to permit traffic on at least one highway to pass through the junction without interruption from other crossing traffic streams. It differs from a standard intersection, where roads cross at grade. Interchanges are almost always used when at least one road is a controlled-access highway (freeway or motorway) or a limited-access divided highway (expressway), though they are sometimes used at junctions between surface streets.


An interchange between the M0 and M4 motorways outside Budapest, showcases directional, semi-directional, and loop ramps. 47°24?18?N 19°18?55?W / 47.40500°N 19.31528°W / 47.40500; -19.31528

Note: The descriptions of interchanges apply to countries where vehicles drive on the right side of the road. For left-side driving, the layout of junctions is mirrored. Both North American (NA) and British (UK) terminology is included.

  • A freeway junction or highway interchange (NA) or motorway junction (UK) is a type of road junction linking one controlled-access highway (freeway or motorway) facility to another, to other roads, or to a rest area or motorway service area. Junctions and interchanges are often (but not always) numbered either sequentially, or by distance from one terminus of the route (the "beginning" of the route).[2]
  • A ramp (NA), or slip road (UK) is a short section of road that allows vehicles to enter or exit a controlled-access highway.[3][4][5]
  • Ingress traffic is entering the highway via an on-ramp or entrance ramp, while egress traffic is exiting the highway via an offramp or exit ramp.[6]
  • A directional ramp tends toward the desired direction of travel: A ramp that makes a left turn exits from the left side of the roadway (a left exit). Left directional ramps are relatively uncommon, as the left lane is usually reserved for high-speed through traffic. Ramps for a right turn are almost always right directional ramps.[7]
  • A semi-directional ramp exits in a direction opposite from the desired direction of travel, then turns toward the desired direction. Most left turn movements are provided by a semi-directional ramp that exits to the right, rather than exiting from the left.[7]
  • A non-directional ramp goes opposite to the desired direction of travel, such as loop ramps in a Cloverleaf interchange.[7]
  • A U-turn ramp leaves the road in one direction, turns over or under it, and rejoins in the opposite direction.
  • A system interchange connects multiple controlled-access highways.[8]
  • A service interchange connects a controlled-access facility to a lower-order facility, such as an arterial or collector road.[8]
  • A complete interchange has ramps to provide access from any direction of any road in the junction to any direction of any other road in the junction.[9]
  • An incomplete interchange has at least one or more missing ramps that prevent access to at least one direction of another road in the junction from any other road in the junction.[9]
  • Weaving is an undesirable situation where traffic entering and exiting a highway must cross paths within a limited distance.
  • A ramp meter is a dedicated traffic light that limits the ingress of vehicles to a highway during peak travel times.

The German Autobahn system has Autobahn-to-Autobahn interchanges of two types: a four-way interchange, the Autobahnkreuz (AK), where two motorways cross; and a three-way interchange, the Autobahndreieck (AD), where two motorways merge.

System interchange

These interchanges are between two roads with access control.

Four-way interchanges

Cloverleaf interchange

Typical cloverleaf interchange; shown is the former configuration of Interstate 270 and State Route 161 at the border of Columbus and Blendon Township, Ohio, United States. This interchange was modified to a combination interchange in the early 2000s. 40°04?56?N 82°54?26?W / 40.0822647°N 82.9071779°W / 40.0822647; -82.9071779

A cloverleaf interchange is typically a two-level, four-way interchange where all turns across opposing traffic are handled by non-directional loop ramps. Assuming right-handed traffic, to go left vehicles first cross over or under the target route, then bear right onto a sharply curved ramp that turns roughly 270 degrees, merging onto the target route from the right, and crossing the route just departed. These loop ramps produce the namesake cloverleaf shape.

Two major advantages of cloverleafs are that they require only one bridge (between the main perpendicular routes) which makes such junctions inexpensive as long as land is plentiful, and that they often do not require any traffic signals to operate. However, weaving is a major shortcoming of cloverleafs, as the four total offramps and onramps are present (the onramp from one leaf overlaps with the offramp for the next leaf), and merge on the main routes. Consequently, the capacity of this design is comparatively low. Cloverleafs also use a considerable area of land, and are more often found along older highways, in rural areas and within cities with low population densities. A variant design separates all turning traffic into a parallel carriageway to minimize the problem of weaving. Collector and distributor roads are similar, but are usually separated from the main carriageway by a divider, such as a guard rail or Jersey barrier.

Caltrans classifies 4-way cloverleaf system junctions in California as Type F-4, and service interchanges as Type L-10.[10]

Stack interchange

Four-level stack

A stack interchange is a four-way interchange whereby a semi-directional left turn and a directional right turn are both available. Usually access to both turns is provided simultaneously by a single offramp. Assuming right-handed driving, in order to cross over incoming traffic and go left, vehicles first exit onto an off-ramp from the rightmost lane. After demerging from right-turning traffic, they complete their left turn by crossing both highways on a flyover ramp or underpass. The penultimate step is a merge with the right-turn on-ramp traffic from the opposite quadrant of the interchange. Finally an onramp merges both streams of incoming traffic into the left-bound highway. As there is only one offramp and one onramp (in that respective order), stacks do not suffer from the problem of weaving, and due to the semi-directional flyover ramps and directional ramps, they are generally safe and efficient at handling high traffic volumes in all directions.

A standard stack interchange includes roads on four levels, also known as a four-level stack: including the two perpendicular highways, and one more additional level for each pair of left-turn ramps. These ramps can be stacked (cross) in various configurations above, below, or between the two interchanging highways. This makes them distinct from Turbine interchanges, where pairs of left-turn ramps are separated but at the same level. There are some stacks that could be considered five-level; however, these remain four-way interchanges, since the fifth level actually consists of dedicated ramps for HOV/bus lanes or frontage roads running through the interchange. The stack interchange between I-10 and I-405 in Los Angeles is a three-level stack, since the semi-directional ramps are spaced out far enough so they do not need to cross each other at a single point as in a conventional four-level stack.

Stacks are significantly more expensive than other four-way interchanges, due to the design of the four levels. Additionally they may suffer from objections of local residents, because of their height and high visual impact. Large stacks with multiple levels may have a complex appearance and are often colloquially described as Mixing Bowls, Mixmasters (for a Sunbeam Products brand of electric kitchen mixers), or as Spaghetti Bowls or Spaghetti Junctions (being compared to boiled spaghetti). However, they consume a significantly smaller area of land compared to a cloverleaf interchange.

Caltrans classifies 4-level stacks in California as Type F-1. Type F-1 Alt B is a normal stack, while F-1 Alt A is one where the two right turn ramps merging onto one of the freeways merge ahead of the left turn ramps.[10]

Combination interchange

Two-level combination interchange
Three-level combination interchange
A two-level combination interchange

A three-level combination interchange:

The Combination interchange is a hybrid interchange. They use loop ramps like cloverleafs to serve slower or less occupied traffic flow and semi-directional flyover ramps like stack interchanges to serve faster and higher occupied traffic flow, hence the term cloverstack.[11][10][12] If local and express ways serving the same directions and each roadway is connected righthand to the interchange, extra ramps are installed.

The combination interchange design is commonly used to upgrade cloverleaf interchanges to increase their capacity and eliminate weaving.

In California, Caltrans classifies the combination interchange with one flyover ramp as Type F-2, and with two opposite ramps as Type F-3.[10]

Turbine interchange

Two-level turbine
Some two-level turbines:

Some turbine-stack hybrids:

Is the turbine interchange (also known as a whirlpool) is an alternative four-way directional interchange. The turbine interchange requires fewer levels (usually two or three) while retaining directional ramps throughout. It features right-exit, left-turning ramps that sweep around the center of the interchange in a clockwise spiral. A full turbine interchange features a minimum of 18 overpasses, and require more land to construct than a four-level stack interchange' however, the bridges are generally short in length. Coupled with reduced maintenance costs, a turbine interchange is a less costly alternative to a stack.[17]

Roundabout interchange

Complex roundabout interchange Kleinpolderplein in Rotterdam, the Netherlands. 51°55?53?N 4°26?19?E / 51.931498°N 4.438479°E / 51.931498; 4.438479

A further alternative found often is called a roundabout interchange. This is a normal roundabout except one (two-level) or both (three-level) mainlines pass under or over the whole interchange. The ramps of the interchanging highways meet at a roundabout, or rotary, on a separated level above, below, or in the middle of the two highways.

Hybrid four-way interchanges

Hybrid interchange near Cross-Harbour Tunnel, Hong Kong Island side, Hong Kong. Circa 1970. 22°16?52?N 114°10?49?E / 22.281189°N 114.180189°E / 22.281189; 114.180189

Hybrid interchanges use a mixture of interchange types and are not uncommon. Their construction can consist of multiple interchange designs such as loop ramps, flyovers and roundabouts.

Divided volleyball interchanges create a wide median between the carriageways of the two interchanging highways, using this space for connecting ramps.

Full diamond interchanges are large, multi-level interchanges that use flyover/under ramps to handle both right and left turns. One example is the junction of Interstate 40 and I-44 in Oklahoma City.

On interchanges with U-turns, traffic intending to complete a left turn must either pass the interchange, make a U-turn and then exit right, or exit right first and then make a U-turn.

There is a rarely used, unnamed type of interchange using a grade-separated design, similar to the at-grade design known as a "synchronized split-phasing intersection".[19] It is somewhat like the diverging windmill except that left turn exits use left directional ramps, which, as with the diverging windmill, merge on the left. One such interchange formerly existed between Interstate 95 and I-695 north of Baltimore, which has since been replaced by a four-level stack. There are few of these "synchronized split-phasing" interchanges, including one in Birmingham, Alabama, between I-65 and I-20/I-59, locally called Malfunction Junction (33°31?17?N 86°49?36?W / 33.521505°N 86.826564°W / 33.521505; -86.826564). Another is located in Riyadh, Saudi Arabia, between the Eastern Ring Road and the Southern Ring Road (24°37?51?N 46°48?12?E / 24.630868°N 46.803215°E / 24.630868; 46.803215). A variation of this type exists in Grand Rapids, Michigan, between Interstate 196 and US 131, where only the opposing carriageways of US 131 cross over each other, while the carriageways for I-196 do not cross over, but pass through the interchange on different levels. Another variation of this type exists in Charlotte, North Carolina, between I-77 and I-85, where only the opposing carriageways of I-77 cross over each other; there are loop ramps from I-77 northbound to I-85 southbound and also from I-77 southbound to I-85 northbound.

The junction of the Ontario Highway 420 and Queen Elizabeth Way is a hybrid of a partial cloverleaf interchange and a Semi-directional T interchange. The five parclo ramps provide almost all directional movements, though the QEW off-ramps meet Highway 420 at at-grade intersections. These at-grade connections can be bypassed as the interchange has an additional pair of flyover ramps that arc from south to east and the opposite movement from west to north, directing Fort Erie-bound QEW traffic onto Highway 420 eastbound and westbound Highway 420 traffic onto the Toronto-bound QEW, respectively, and another set of flyover ramps that arc from north to east and west to south, linking Toronto-bound QEW traffic to Highway 420 eastbound and Highway 420 westbound to the Fort Erie-bound QEW, respectively.

Three-way interchanges

These interchanges can also be used to make a "linking road" to the destination for a service interchange, or the creation of a new basic road as a service interchange.

Trumpet interchange


Trumpet interchanges have been used where one highway terminates at another highway. It is essentially a hybrid half cloverleaf-directional T as it commonly involves one loop ramp (like a cloverleaf) and a connecting ramp along the loop (similar to a flyover ramp of a directional T), both connecting traffic either entering or leaving the terminating expressway with the far lanes of the continuous highway.

Trumpet interchanges are named as such due to their resemblance to trumpets. The bell of a trumpet can be seen where the terminating highway begins to interchange with the continuous highway, and the resemblance to the tubing is seen along the connecting loop ramps.

Occasionally a third ramp can be routed around the loop instead of one of the non-looping ramps. A vehicle will therefore diverge from the continuous highway, cross it, turn 270 degrees left and cross the continuous highway again (or vice versa if the ramp is for traffic turning off the continuous highway). An example of this is where the Kingsway Tunnel terminates on the A59 in Liverpool, England – because of the steep gradient of the tunnel approach there was insufficient space for a simple left-turning ramp.

These interchanges are very common on toll roads, as they concentrate all entering and exiting traffic into a single stretch of roadway, where toll plazas can be installed once to handle all traffic, especially on ticket-based tollways. A double-trumpet interchange version can be found where a toll road meets another toll road or a free highway. They are also useful when most traffic on the terminating highway is going the same direction. The turn that isn't used as often would get the slower loop ramp. Such designs are most often found in the United States, Japan, Italy and France.[]

60°23?01?N 5°20?09?E / 60.383644°N 5.335944°E / 60.383644; 5.335944, Norway
1°25?17?N 103°46?17?E / 1.421425°N 103.771359°E / 1.421425; 103.771359, Singapore
1°19?32?N 103°58?20?E / 1.325429°N 103.972332°E / 1.325429; 103.972332, Singapore
1°22?55?N 103°55?01?E / 1.381948°N 103.916862°E / 1.381948; 103.916862, Singapore (scheduled completion 2021)
57°38?46?N 11°55?51?E / 57.645975°N 11.930938°E / 57.645975; 11.930938, Sweden
33°44?26?N 78°57?06?W / 33.740543°N 78.951788°W / 33.740543; -78.951788, USA
42°54?15?N 73°12?15?W / 42.904262°N 73.204179°W / 42.904262; -73.204179, USA
40°41?52?N 73°31?12?W / 40.697832°N 73.519986°W / 40.697832; -73.519986, USA

37°28?45?N 76°55?05?W / 37.479107°N 76.91800126°W / 37.479107; -76.91800126, USA (makes base road)

38°01?59?N 78°51?38?W / 38.03311832°N 78.86045164°W / 38.03311832; -78.86045164, USA (links base road)

There is a rarely built four-leg interchange type based on the trumpet interchange, of which there are three examples in Singapore (2 existing, 1 under construction), three in the United States, and one each in Norway and Sweden. One of the earliest examples of this interchange type was constructed in the 1950s and existed until 2005 at the junction between Interstate 94 and US 24 in Taylor, Michigan.[]

Caltrans classifies service trumpet interchanges as Type L-11 where the on-ramp is a loop (right-hand trumpet), and Type L-12 where the off-ramp is a loop (left-hand trumpet). System trumpet interchanges are Type F-6.[10]

Directional T interchange (Y-interchange)

Full Y

A full Y-interchange (also known as a directional T interchange) is typically used when a three-way interchange is required for two or three highways interchanging in semi-parallel/perpendicular directions, but it can also be used in right-angle case as well. Their connecting ramps can spur from either the right or left side of the highway, depending on the direction of travel and the angle.

Directional T interchanges use flyover/underpass ramps for both connecting and mainline segments, and they require a moderate amount of land and moderate costs since only two levels of roadway are typically used. They get their name due to their resemblance to the capital letter "T", depending upon the angle from which the interchange is seen and the alignment of the roads that are interchanging. It is sometimes known as the "New England Y", as this design is often seen in the northeastern United States,[20] as with the Braintree Split and the northern terminus of MA Route 24, both south of Boston.

It features directional ramps (no loops, or weaving right to turn left) and can use multi-lane ramps in comparatively little space. Some designs have two ramps and the "inside" thru road (on the same side as the freeway that ends) crossing each other at a three-level bridge. The directional T interchange is preferred to a trumpet interchange because a trumpet requires a loop ramp by which speeds can be reduced, but flyover ramps can handle much faster speeds. The disadvantage of the directional T is that traffic of the terminating road enters and leaves on the passing lane, so the Semi-directional T interchange (see below) is preferred instead.[20]

The interchange of Highway 416 and Highway 417 is one of the few directional T interchanges (constructed 1990-93) built, after most transportation departments had switched over to the Semi-directional T design.

Examples: 1°21?50?N 103°42?25?E / 1.363834°N 103.707054°E / 1.363834; 103.707054

Semi-directional T interchange

Semi-directional T interchange

Like a directional T interchange, a semi-directional T interchange uses flyover (overpass) or underpass ramps in all directions at a three-way interchange. However, in a semi-directional T some of the splits and merges are switched to avoid ramps to and from the passing lane, eliminating the major disadvantage of the directional T. Semi-directional T interchanges are generally safe and efficient, though they do require more land and are costlier than trumpet interchanges.

Semi-directional T interchanges are built as two or three-level junctions, with three-level interchanges typically being used in urban or suburban areas where land is more expensive. In a three-level Semi-directional T, the two semi-directional ramps from the terminating highway cross the surviving highway at/near a single point, which will require an overpass and underpass. In a two-level Semi-directional T, the two semi-directional ramps from the terminating highway cross each other at a different point than the surviving highway, necessitating longer ramps and often one ramp having two overpasses. Highway 412 has a three-level Semi-directional T at Highway 407 and a two-level Semi-directional T at Highway 401.

Caltrans classifies these as Type F-5.[10]

Other/hybrid three-way interchanges

Hybrid interchanges use a mixture of interchange types and are not uncommon. Their construction can consist of multiple interchange designs such as loop ramps and flyovers.

A half-clover interchange is essentially half a cloverleaf interchange, constructed to connect in just three directions instead of four. These are rarely used due to the traffic weaving that they cause and the large amount of land that they consume, but they can be built in areas where the connecting ramp along the loop of a trumpet interchange is not feasible due to building developments or physical limitations. Half-clovers are designed to be readily upgraded to full cloverleafs if the terminating highway is ever extended past the through highway. Numerous half-clovers exist along I-94 and I-294 in the Chicago, Illinois area. The interchange of the Conestoga Parkway and Freeport Diversion (Highway 8) was a half-clover until 2004 when a semi-directional flyover ramp replaced one of the loop ramps.

A 3/4 volleyball interchange is a divided-volleyball interchange designed to meet at three points instead of four. Like the half-clover, it can easily be upgraded to a fully divided volleyball interchange if the terminating highway is extended beyond the through highway.

A T-bone interchange is essentially a compacted directional T interchange with sharper turns and a lower capacity, built when there is insufficient land or funds to build a directional T. Its two flyover/flyunder ramps contract together after passing over the through highway, but then they split into two segments, resembling the bone in a T-bone steak.

Two-way interchanges

A half-trumpet interchange is essentially a trumpet interchange with either its loop ramp or the outer connecting ramp (but not both), and only one of its directional ramps, instead of two, designed to meet the continuous highway in one direction, usually on a 90-degree or semi-perpendicular angle. A half-trumpet with its loop ramp and the opposite directional ramp is also essentially a quarter-clover as a cloverleaf has four of each. Should the need arise it can easily be upgraded into a full trumpet interchange, making it a three-way interchange. Two examples exist in Michigan: Between Main Street and M-14 in Ann Arbor, and between Edward N. Hines Drive and Ford Road (M-153).

A partial-Y interchange is used where one highway terminates at another highway with the same general directional alignment (usually a maximum of sixty degrees). The trunk of the terminating highway merges with the trunk of the continuous highway; vehicles traveling into the interchange may only exit traveling in the same direction. This type of interchange is often used for bypass routes, and is named for the shape the two highways' confluence makes when drawn on a map, creating a lower-case "y". An example exists at the western terminus of M-14 in Michigan. Another example is the interchange between I-15 and I-84 in Ogden, Utah.

Caltrans classifies partial-Y interchanges as Type F-7 if the diverging direction is to the left of the mainline, and the exit ramp is a fly-over, or Type F-8 if the diverging direction is to the right, and the entrance ramp is a fly-over.

Hybrids, variations, and rare types also exist for two-way interchanges.


A basketweave interchange is commonly found on highways using a collector/express system or long collector/distributor lanes. In a basketweave one highway is able to interchange with itself, allowing traffic traveling in the same direction to switch between carriageways through the use of flyover/under ramps created between two carriageways without causing weaving. These interchanges usually involve left exits and entry for the outer carriageway (right in left-hand drive) but can be configured to meet on the right. Perhaps the most well-known example is the one along Highway 401 in Toronto.

Service interchange

Service interchanges are used usually between a road with access control and a road without access control. A service interchange can also be used between two roads without access control, but this is uncommon.

Diamond interchange


A diamond interchange is an interchange involving four ramps where they enter and leave the freeway at a small angle and meet the non-freeway at almost right angles. These ramps at the non-freeway can be controlled through stop signs, traffic signals, or turn ramps.

Diamond interchanges are much more economical in use of materials and land than other interchange designs, as the junction does not normally require more than one bridge to be constructed. However, their capacity is lower than other interchanges and when traffic volumes are high they can easily become congested.

Caltrans classifies diamond interchanges in California into two types, L-1 and L-2. Type L-1 is a Tight Urban Diamond Interchange (TUDI), and Type L-2 is a standard diamond interchange, with a larger distance between the sets of ramps.[10]

Dumbbell interchange


A dumbbell interchange is similar to the diamond interchange, but uses a pair of roundabouts to join the ramps with the non-highway. This typically increases the efficiency of the interchange when compared to a diamond.

Examples: 33°34?24?N 73°09?19?E / 33.573359°N 73.155372°E / 33.573359; 73.155372 (Under construction)

Dogbone interchange


A dogbone interchange is similar to the dumbbell interchange except the roundabouts do not form a complete circle, instead having a "raindrop" or "teardrop" shape, the points facing each other. This does not impede normal traffic movement, as the eliminated portions are only useful for U-turns on the cross street.

Parclo interchange/folded diamond

A five-ramp parclo on Vancouver Island, British Columbia, Canada. 49°19?29?N 124°26?29?W / 49.3248°N 124.4414°W / 49.3248; -124.4414

A parclo (partial cloverleaf) interchange is an interchange usually involving four to six ramps, two of which are loop ramps, which connect to the non-highway.

The parclo is a safer modification of the cloverleaf design. Depending on the number of ramps used, they take up a moderate to large amount of land and are typically inexpensive to build. Parclos with more ramps have a greater capacity and efficiency than parclos with fewer ramps. Parclos are sometimes called a folded diamonds when only four ramps, in two quadrants, are used. If the loop ramps are constructed opposite or mirrored along the highway, weaving is avoided. Cloverleaf interchanges that involve a non-highway can be changed to parclos without too much reconstruction. Although the interchange's capacity is reduced, weaving is eliminated, increasing the safety and efficiency of the interchange.

Diverging diamond interchange

Diverging diamond

A diverging diamond interchange (DDI) or double crossover diamond interchange (DCD) is similar to a traditional diamond interchange, except the non-highway lanes cross each other twice, once on each side of the highway. This allows all highway entrances and exits to avoid crossing the opposite direction of travel and saves one signal phase of traffic lights each.

The first DDIs were built in France in the 1970s. Despite the fact that such interchanges already existed, the idea for the DDI was "reinvented" around 2000, inspired by the former "synchronized split-phasing" type freeway-to-freeway interchange between Interstate 95 and I-695 north of Baltimore.[19]

The first diverging diamond interchange in the United States opened on July 7, 2009, in Springfield, Missouri, at the junction of Interstate 44 and Missouri Route 13.[21][22]

Single-point urban interchange

Single point urban interchange (SPUI)51.270560°N 7.154597°E

A single-point urban interchange, often abbreviated to SPUI, is a modification of the diamond interchange and has its ramps meet at one point, usually on the overpass/underpass of the non-highway. This requires only one set of traffic signals, increasing its efficiency and capacity when compared to a diamond.

Freeways in the Phoenix, Arizona metropolitan area are great examples of the utilization of SPUI interchanges. Some examples of SPUI are along Arizona State Route 51 from Downtown Phoenix all the way to Loop 101, another location where SPUI is common.

Some single-point urban interchanges have appeared in rural areas, such as U.S. Route 23 with State Highway 59 in the U.S. state of Michigan. Therefore, while "single-point urban interchange" is the most common name for this type, it is sometimes (and more accurately) called a single-point diamond interchange instead.

In California, Caltrans classifies these as Type L-13,[10] because of its relation to the Type L-1 tight urban diamond interchange.

Other/hybrid service interchanges

Highway/non-highway hybrid interchanges consist of diamond and partial cloverleaf elements. Their construction can consist of multiple interchange designs such as loop ramps, flyovers, and roundabouts.

One form of the roundabout interchange can be used to connect a highway with a non-highway. It uses a single roundabout, rotary, or traffic circle which spans the highway as an over/underpass. Such junctions can be improved by adding a flyover for straight-through traffic on the non-freeway, creating the Roundabout interchange.

The three-level diamond interchange is three levels high, and it handles interchanging ramps via four intersections. This kind of an interchange can also be used to connect two highways together, but due to the use of intersections, its traffic is not free-flowing.

See also


  1. ^ "Fact Sheet - Light Horse Interchange" (PDF). Westlink Motorway Limited. May 2006. Archived from the original (PDF) on 2016-03-03. Retrieved .
  2. ^ "Interstate System". Federal Highway Administration. February 5, 2019. Retrieved 2021.
  3. ^ Torbic, Darren J.; Lucas, Lindsay M.; Harwood, Douglas W.; et al. (2017). "Design of Interchange Loop Ramps and Pavement/Shoulder Cross-Slope Breaks". National Academies of Sciences, Engineering, and Medicine. 1.1 Background. p.18. doi:10.17226/24683. Cite journal requires |journal= (help)
  4. ^ "Motorways (253 to 273) - Joining the motorway (259)". The Highway Code. Government of the United Kingdom. June 27, 2014. Retrieved 2014.
  5. ^ "Motorways (253 to 273) - Leaving the motorway (272 to 273)". The Highway Code. Government of the United Kingdom. June 27, 2014. Retrieved 2014.
  6. ^ "Ingress/Egress". Texas Department of Transportation. Retrieved 2021.
  7. ^ a b c Iowa Department of Transportation (1995-09-01). "Cross Sections of One-Way Ramps and Loops" (PDF). Retrieved 2009.
  8. ^ a b Hotchkin, Scott. "The Amazing World of: Interchange Designs". Short Elliott Hendrickson Inc. Retrieved 2021.
  9. ^ a b Epps, James W.; Stafford, Donald B. (1974). "Interchange Development Patterns on Interstate Highways in South Carolina" (PDF). 53rd Annual Meeting of Highway Research Board, Washington, DC. No. 508. Transportation Research Record. ISSN 0361-1981. Retrieved 2021.
  10. ^ a b c d e f g h[bare URL]
  11. ^ Task Force on Geometric Design, 2000. "10 - Grade Separations and Interchanges". A Policy on Geometric Design of Highways and Streets (PDF). AASHTO. pp. 803-805. ISBN 1-56051-156-7. Retrieved 2021.
  12. ^ Publication 13M - Design Manual, Part 2 Highway Design, Chapter 4 (PDF) (6 ed.). Pennsylvania Department of Transportation. April 2021. p. 4-4. Retrieved 2021.
  13. ^ "I-94 East Metro Interchange Study". Minnesota Department of Transportation. Retrieved 2021 – via ArcGIS.
  14. ^ "I-485/I-85 Turbine Interchange Design-Build". STV Inc. Retrieved 2021.
  15. ^ Andrew, Peter (July 22, 2015). "The art of the interchange". Politico. Retrieved 2021.
  16. ^ IDOT Annual Report, 2018 (PDF) (Report). Illinois Department of Transportation. p. 17. Retrieved 2021.
  17. ^ Parsons, Jim (May 23, 2012). "Rare 'Turbine' Design for Charlotte's I-85/485 Interchange". ENR Southeast. Retrieved 2021.
  18. ^ Podpisano umow? na najwi?kszy w?ze? autostradowy w Europie (in Polish)
  19. ^ a b Chlewicki, Gilbert (2003). "New Interchange and Intersection Designs: The Synchronized Split-Phasing Intersection and the Diverging Diamond Interchange" (PDF). Archived from the original (PDF) on October 20, 2011. Retrieved 2009.
  20. ^ a b "Interchanges: Trumpet". Retrieved 2017.
  21. ^ "Missouri Department of Transportation" (PDF).
  22. ^ Staff (June 2011). "I-44/Route 13 Interchange Reconstruction: Diverging Diamond Design". Missouri Department of Transportation. Archived from the original on June 7, 2011. Retrieved 2015.

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