A continuous flow intersection (CFI), also called a crossover displaced left-turn (XDL or DLT), is an alternative design for an at-grade road junction. Vehicles attempting to turn across the opposing direction of traffic (left in right-hand drive jurisdictions; right in left-hand drive jurisdictions) cross before they enter the intersection. No left turn signal in the intersection is then necessary. Instead, vehicles traveling in both directions can proceed, including through vehicles and those turning right or left, when a generic traffic signal/stop sign permits.
Its design also is promoted as part of the Federal Highway Administration's Every Day Counts initiative which started in 2011. [1]
A fly-over designed CFI interchange (separated grade) was invented by Francisco Mier. An intersection (at-grade) variant followed. Over 40 have been implemented since 2000. Mier patented his design and required a fee to obtain a license to the design. [2] The patent expired in the United States on 15 October 2003. [3]
This general configuration has appeared in different versions in various places, with the implementation of channelization in the United States since the 1950s, such as the Telegraph Road section of U.S. Route 24 in Michigan at Plymouth Road in Redford Charter Township, Michigan. [4]
Country | State/Province | City | Roads | Opening date | Coordinates | Notes |
---|---|---|---|---|---|---|
Australia | Queensland | Gold Coast | Salerno Street, Bundall Road and Ashmore Road | December 2017 | ||
Victoria | Melbourne | Hoddle Street | 2017 | [5] | ||
New South Wales | Moore Park | Intersection of Anzac Parade, Alison Road and Dacey Avenue | 2017 | |||
Canada | Prince Edward Island | Charlottetown | Charlottetown Perimeter Highway and St. Peters Road | November 29, 2020 | 46.268692°N 63.114001°W | [6] |
China | Guangdong | Shenzhen | Caitian Road and Fuhua | October 7, 2017 | [ citation needed ] | |
Germany | Hamburg | Breitenfelder Straße (Bundesstraße 5) and Tarpenbekstraße (Bundesstraße 433) | 53.590267°N 9.982989°E | |||
Mexico | Coahuila | Saltillo | Paseo de la Reforma and Periférico und Luis Echeverría | 25.42739°N 100.969859°W | ||
Chihuahua | Juárez Municipality | Manuel Gómez Morin Bermúdez aund De La Industria | 31.70368°N 106.401998°W | |||
Nuevo León | Guadalupe Island | Between Chapultepec, Puesta del Sol and Av Eloy Cavazos | 25.661967°N 100.258747°W | |||
United Kingdom | Swindon | A4311 road, Cricklade Road and Thamesdown Drive | 2003 | 51.601158562°N 1.7812545°W | ||
United States | New Jersey | Camden | New Jersey Route 168 at US Route 130 | |||
Audubon, New Jersey | New Jersey Route 168 at Nicholson Road | 39.894161°N 75.091435°W | ||||
New York | Shirley | 1996 | 40.826443°N 72.881042°W | |||
Maryland | Accokeek | Routes 210 and 228 | 2000 | 38.664126°N 77.016928°W | ||
Laurel | MD 200 and US 1 | November 7, 2014 | 39.065800°N 76.881176°W | |||
Louisiana | Baton Rouge | Airline Highway and Siegen Lane | March 2006 | 30.398914°N 91.054119°W | [7] | |
Lafayette | US 167 (Johnston St.) and Camellia Boulevard | 2010 | 30.193744°N 92.058622°W | |||
Utah | Taylorsville | Bangerter Highway and 5400 South (SR-173) | 40.652993°N 111.981339°W | No longer exists [8] | ||
West Valley City | Bangerter Highway and 4700 South | 40.667596°N 111.981567°W | No longer exists | |||
Bangerter Highway and 4100 South | 40.682132°N 111.981626°W | |||||
Bangerter Highway and 3500 South (SR-171) | September 2007 | 40.696629°N 111.980869°W | ||||
Bangerter Highway and 3100 South | 40.703918°N 111.980076°W | |||||
Bangerter Highway and 6200 South (Bennion Boulevard) | 40.638581°N 111.976637°W | No longer exists | ||||
5400 S (SR-173) and Redwood Road | 40.653176°N 111.938802°W | |||||
6200 South (Bennion Boulevard) and Redwood Road | 40.638574°N 111.938824°W | [9] [10] | ||||
Riverton | Bangerter Highway and 13400 South | 40.507803°N 111.982747°W | ||||
West Jordan | Bangerter Highway and 7000 South | 40.623983°N 111.976422°W | No longer exists [8] | |||
Orem | University Parkway and Sandhill Road | May 22, 2012 | 40.275014°N 111.713445°W | [11] | ||
Mississippi | Natchez | US 61 and Junkin Drive | January 2010 | 31.528599°N 91.389213°W | ||
Oxford | Mississippi Highway 6 and West Jackson Avenue | April 29, 2015 | ||||
Colorado | Loveland | US 34 (Eisenhower Boulevard) and Madison Avenue | 40.407365°N 105.058764°W | [12] | ||
Durango | US 160 and US 550 | 37.268540°N 107.884992°W | [13] | |||
Colorado Springs | Woodmen Road and Union Boulevard | December 2017 | 38.933079°N 104.775202°W | [14] | ||
North Carolina | Charlotte | NC 16 to Mount Holly-Huntersville Road | October 18, 2019 | |||
Texas | Cedar Park | RM 1431 and Ronald Reagan Boulevard/Parmer Lane | August 2, 2016 | 30.534659°N 97.782645°W | ||
San Marcos | Loop 82 (Aquarena Springs Drive) and I-35's southbound-to-northbound Texas U-turn | 29.893048°N 97.913367°W | ||||
State Highway 80 (Hopkins Street), I-35's frontage roads and I-35's Texas U-turns | 29.882639°N 97.921915°W | |||||
San Antonio | Bandera Road and Loop 1604 | April 28, 2019 | 29.553655°N 98.667302°W | [15] | ||
Georgia | Dawsonville | SR 400 and SR 53 | May 15, 2017 | 34.363385°N 84.036474°W | [16] | |
Ohio | Anderson Township | Beechmont Avenue (State Route 125) and Five Mile Road | May 19, 2017 | 39°4′22″N 84°21′7″W | [17] | |
Miami Township (Montgomery County) | SR 741 and Miamisburg-Springboro Road/Austin Boulevard | 2009 | 39.596709°N 84.229029°W | [18] | ||
Virginia | Norfolk | Military Highway onto Northampton Boulevard and Princess Anne Road | July 28, 2018 | 36.874804°N 76.210739°W | ||
Florida | Fort Myers | State Road 82 to Daniels Parkway (west) and Gunnery Road (east) | July 9, 2019 | 26.581661°N 81.713761°W | [19] | |
Kansas | Olathe | Old 56 Highway to Lone Elm Road | June 2021 | |||
Missouri | Fenton | Highway 30 and Summit Drive/Gravois Bluffs Boulevard | October 2007 | 38.504276°N 90.456995°W | [20] |
Part of the delay at a typical high-volume right-hand traffic intersection is to accommodate left-turns; through-traffic must wait for the traffic turning left because it crosses the path of the through traffic. The continuous flow intersection moves the left-turn conflict out of the intersection and synchronizes it with the signal cycle of the intersecting road.
In the adjacent diagram, while the left/right traffic flows through the main intersection, the left-turn traffic crosses to the opposite side of the oncoming traffic a few hundred feet away. Doing this removes the crossing conflict. When the north/south through traffic is allowed through the main intersection, the north/south left-turn lanes are also allowed through the intersections as their paths are no longer crossing. All traffic flow is controlled by traffic signals as at a regular intersection.
The Louisiana DOTD article on the Baton Rouge CFI includes a particularly informative diagram of that intersection. [7]
To reduce confusion regarding the left-turn lane, the left-turn lane and the straight-through lanes are usually separated by a concrete barrier or traffic island. This diagram shows the straight-through lanes offset by one lane through the intersection and are guided by lines painted through the intersection. But this is just a sample configuration; the lanes may be offset by more lanes or none at all.
Nonetheless, due to the provision of traffic between two directions of opposing traffic, some motorists tend to maintain an ongoing criticism of the intersection. Additionally, as in the case of the half-CFI in Accokeek, the offset left-turn traffic reenters the main traffic stream via a half-signal, requiring motorists to merge from a stop condition onto the higher-speed mainline. Motorists sometimes cite discomfort due to the speed differential, a known cause of accidents, though conflicts could be reduced through the provision of an adequate acceleration lane and merge area. The Accokeek, MD CFI also has notable inequalities in traffic flow depending upon the direction of travel.
This type of intersection can require a significant amount of right-of-way to implement (dependent upon the configuration), which is why the technique is not frequently used in urban areas. However, the amount of right-of-way necessary for construction and final operation is still typically less than that of an interchange. Additionally, as there is no grade separation involved, costs are considerably less than that of an interchange alternative.
The redesign of the Redwood Road/6200 South intersection in Taylorsville, Utah cut emissions of carbon dioxide by 19 tons (17 tonnes) per year. [9] Compared to the previous design, the redesign of the Bangerter Highway/3500 South intersection saves 3+1⁄2 minutes of travel time per vehicle and 800,000 U.S. gallons (3,000,000 liters) of fuel per year, and has 60% fewer accidents nearby; it also cost $20 million to $40 million less in construction costs than a grade-separated alternative. [21]
A parallel-flow intersection (PFI) is a variant similar to the CFI, patented in 2006. [22] It arranges the left-turning traffic in a different manner; it is not displaced, instead turning left closer to the intersection onto a parallel roadway, to the left of oncoming traffic. [23] This was first used in New Jersey at the junction of New Jersey Route 168 and US Highway 130, between Haddon Township and Camden ( 39°54′15″N75°05′45″W / 39.90412°N 75.095812°W ).
A roundabout, a rotary and a traffic circle are types of circular intersection or junction in which road traffic is permitted to flow in one direction around a central island, and priority is typically given to traffic already in the junction.
An intersection or an at-grade junction is a junction where two or more roads converge, diverge, meet or cross at the same height, as opposed to an interchange, which uses bridges or tunnels to separate different roads. Major intersections are often delineated by gores and may be classified by road segments, traffic controls and lane design.
A three-way junction is a type of road intersection with three arms. A Y junction generally has three arms of equal size coming at an acute or obtuse angle to each other; while a T junction also has three arms, but one of the arms is generally a smaller road joining a larger road at right angle.
Traffic lights, traffic signals, or stoplights – also known as robots in South Africa, Zambia, and Namibia – are signaling devices positioned at road intersections, pedestrian crossings, and other locations in order to control the flow of traffic.
A Michigan left or P-turn is an at-grade intersection design that replaces each left (farside) turn at an intersection between a (major) divided roadway and a secondary (minor) roadway with the combination of a right (nearside) turn followed by a U-turn, or a U-turn followed by a right (nearside) turn, depending on the situation. It is in use in numerous countries.
A cloverleaf interchange is a two-level interchange in which all turns are handled by slip roads. To go left, vehicles first continue as one road passes over or under the other, then exit right onto a one-way three-fourths loop ramp (270°) and merge onto the intersecting road. The objective of a cloverleaf is to allow two highways to cross without the need for any traffic to be stopped by traffic lights. The limiting factor in the capacity of a cloverleaf interchange is traffic weaving.
A diamond interchange is a common type of road junction, used where a controlled-access highway crosses a minor road.
A single-point urban interchange, also called a single-point interchange (SPI) or single-point diamond interchange (SPDI), is a type of highway interchange. The design was created in order to help move large volumes of traffic through limited amounts of space efficiently.
A partial cloverleaf interchange or parclo is a modification of a cloverleaf interchange.
A superstreet is a type of road intersection that is a variation of the Michigan left. In this configuration, in contrast to the Michigan left, traffic on the minor road is not permitted to proceed straight across the major road or highway. Drivers on the minor road wishing to turn left or go straight must turn right onto the major road, then, a short distance away, queue (wait) into a designated U-turn lane in the median. When traffic clears, they complete the U-turn and then either go straight or make a right turn when they intersect the other half of the minor road.
State Route 154 (SR-154) or Bangerter Highway is a partial expressway running west and then north from Draper through western Salt Lake County, eventually reaching the Salt Lake City International Airport in Salt Lake City. Construction began in 1988 after planning for the highway began more than two decades prior. For the next ten years, portions of the highway opened as constructed, with the entire route finished by 1998.
A diverging diamond interchange (DDI), also called a double crossover diamond interchange (DCD), is a subset of diamond interchange in which the opposing directions of travel on the non-freeway road cross each other on either side of the interchange so that traffic crossing the freeway on the overpass or underpass is operating on the opposite driving side from that which is customary for the jurisdiction. The crossovers may employ one-side overpasses or be at-grade and controlled by traffic lights.
In the field of road transport, an interchange or a grade-separated junction is a road junction that uses grade separations to allow for the movement of traffic between two or more roadways or highways, using a system of interconnecting roadways to permit traffic on at least one of the routes to pass through the junction without interruption from 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 or a limited-access divided highway (expressway), though they are sometimes used at junctions between surface streets.
A junction is where two or more roads meet.
In the field of road transport, a turnaround is a type of junction that allows traffic traveling in one direction on a road to efficiently make a U-turn typically without backing up or making dangerous maneuvers in the middle of the traffic stream. While many junction types permit U-turns, the term turnaround often applies to road junctions built specifically for this purpose.
A quadrant roadway intersection adds an additional "quadrant roadway" between two legs of an intersection. This roadway adds two three-way intersections in addition to the original four-way intersection, moving all left turns or right turns from the main intersection. The design is intended to improve traffic flow by reducing signal timing phases from four to two in the main intersection. The design is intended for intersections where large artery routes meet in an area of dense development and high pedestrian volume.
A seagull intersection or continuous green T-intersection is a type of three-way road intersection, usually used on high traffic volume roads and dual carriageways. This form of intersection is popular in Australia and New Zealand, and sometimes used in the United States and other countries.
State Route 173 is a major east–west thoroughfare completely within Salt Lake County in northern Utah. From its western terminus at SR-111 it passes through the growing west side of Salt Lake County, eventually reaching US-89 in Murray.
Terminology related to road transport—the transport of passengers or goods on paved routes between places—is diverse, with variation between dialects of English. There may also be regional differences within a single country, and some terms differ based on the side of the road traffic drives on. This glossary is an alphabetical listing of road transport terms.
An offset T-intersection is an at-grade road intersection where a conventional four leg intersection is split into two three-leg T-intersections to reduce the number of conflicts and improve traffic flow. Building the offset T-intersections as continuous green T-intersections, there is a single stop on the arterial road, only. A higher volume of through traffic on the cross road, or on unsignalized intersections, a rebuild to a conventional four-leg intersection may be adequate, also when the offset is a few feet only like staggered junctions causing slower traffic for a longer time on the arterial road.