Acontinuous flow intersection (CFI), also called acrossover displaced left-turn (XDL orDLT), is an alternative design for anat-grade road junction. Vehicles attempting to turn across the opposing direction of traffic (left inright-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'sEvery Day Counts initiative which started in 2011.^[1]

A fly-over designed CFIinterchange (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 ofchannelization in the United States since the 1950s, such as the Telegraph Road section ofU.S. Route 24 in Michigan at Plymouth Road inRedford Charter Township, Michigan.^[4]

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.^[8]

To reduce confusion regarding the left-turn lane, the left-turn lane and the straight-through lanes are usually separated by aconcrete barrier ortraffic 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 can be reduced through the provision of an adequate acceleration lane and merge area. TheAccokeek, Maryland 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 ofcarbon dioxide by 19tons (17 tonnes) per year.^[10] Compared to the previous design, the redesign of the Bangerter Highway/3500 South intersection saves3+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.^[24]

Aparallel-flow intersection (PFI) is a variant similar to the CFI, patented in 2006.^[25] 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.^[26] This was first used inNew Jersey at the junction ofNew Jersey Route 168 andUS Highway 130, betweenHaddon Township andCamden (39°54′15″N75°05′45″W / 39.90412°N 75.095812°W /39.90412; -75.095812).

• Federal Highway Administration,Alternative Intersection Treatments - CFI
• University of Maryland,ATTAP - Animation of a CFI (QuickTime required). Additional information may be accessed via the links on the left side.

  Note that due to the relatively recent installation of the CFI in Baton Rouge, West Valley, UT, and Fenton, MO, some images may not show the existing conditions.

• Deseret News story about CFI
• KSL News story about CFI
• U.S. Department of Transportation
• CFI open in Natchez, MS
• Seonyeong Cheong, Saed Rahwanji and Gang-Len Chang:Comparison of Three Unconventional Arterial Intersection Designs: CFI, PFI and Upstream Signalized Crossover, ATTAP, University of Maryland, 3 June 2008
• DISPLACED LEFT TURN INTERSECTION Informational Guide, Federal Highway Administration, Publication No. FHWA-SA-14-068, August 2014

• Road junction types

• Pages using gadget WikiMiniAtlas
• CS1 Chinese-language sources (zh)
• Articles with short description
• Short description matches Wikidata
• Lists of coordinates
• Geographic coordinate lists
• Articles with Geo
• Articles containing video clips