Diamond interchange

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Visual showing how diamond interchanges are used, with an expressway running across and a local road running in the center. Left image is for left-side traffic (UK), right image is for right-side traffic (U.S.). Large arrows show where turns are made; smaller arrows show traffic flow.

A diamond interchange is a common type of road junction, used where a freeway crosses a minor road.

Design[edit]

A typical diamond interchange

The freeway itself is grade-separated from the minor road, one crossing the other over a bridge. Approaching the interchange from either direction, an off-ramp diverges only slightly from the freeway and runs directly across the minor road, becoming an on-ramp that returns to the freeway in similar fashion.

The two places where the ramps meet the road are treated as conventional intersections. In the United States, where this form of interchange is very common, particularly in rural areas, traffic on the off-ramp typically faces a stop sign at the minor road, while traffic turning onto the freeway is unrestricted.

The diamond interchange uses less space than most types of freeway interchange, and avoids the interweaving traffic flows that occur in interchanges such as the cloverleaf. Thus, diamond interchanges are most effective in areas where traffic is light and a more expensive interchange type is not needed. But where traffic volumes are higher, the two intersections within the interchange often feature additional traffic control measures such as traffic lights and extra lanes dedicated to turning traffic.

Variations[edit]

Dumbbell[edit]

A dumbbell interchange.

The ramp intersections may also be configured as a pair of roundabouts[1] to create a type of diamond interchange often called a dumbbell interchange[2] (due to its aerial resemblance to a dumbbell), and sometimes called a double roundabout interchange.[1] Because roundabouts can generally handle traffic with fewer approach lanes than other intersection types, interchange construction costs can be reduced by eliminating the need for a wider bridge. This configuration allows other roads to form approach legs to the roundabouts and also allows easy U-turns.[3]

This type of interchange is common in the United Kingdom and Ireland, and is becoming increasingly common in the United States. Examples of dumbbell interchanges in the United States are located on Interstate 35 in Medford, Minnesota, on Interstate 87 in Malta, New York, on Interstate 17 at Happy Valley Road north of Phoenix, Arizona, and on Interstate 80 at California State Route 89 (exit 185) in Truckee, California. An example in Canada is found on the Pat Bay Highway in North Saanich, British Columbia, near Victoria International Airport.

Dogbone[edit]

A dogbone interchange.

A variation of the dumbbell interchange, often called a dogbone interchange (due to its aerial resemblance to a real or toy dog bone), and sometimes also called a double roundabout interchange,[1] occurs when the roundabouts do not form a complete circle but instead have a "raindrop" or "teardrop" shape. These two raindrop roundabouts are fused together, forming a single "squashed" roundabout.

This configuration reduces conflicts between vehicles entering the raindrop roundabouts from the ramps, reducing queueing and delays, compared with the dumbbell interchange. Direct U-turns are not possible, although the movement can be made by circulating around both raindrop roundabouts.[3] An example of a dogbone interchange in the United States is located on Interstate 70 in Avon, Colorado; more compact examples, which show less of the characteristic "dog bone" shape, are located along Keystone Parkway in Carmel, Indiana.

Tight diamond[edit]

A Tight Urban Diamond Interchange (TUDI)

A tight diamond interchange (TDI), also known as a compressed diamond interchange or a tight urban diamond interchange (TUDI), is sometimes used in areas where there is insufficient right-of-way for a standard diamond interchange. The pair of intersections where the ramps meet the minor road are closely spaced.[1][4] This spacing forces the turn lanes for each direction to run beside each other, causing the minor road to be wider than it would be if it were a standard diamond.[5]

Single-point urban[edit]

A Single-point urban interchange (SPUI) is build with a large over- or clear underpass providing space for a single traffic signal controlled intersection with the ramps and the cross street.

Contraflow Left[edit]

A ContraFlow Left Turn Interchange

A Contraflow Left Interchange (CFL) is modified TUDI, once installed at Lyons Creek Parkway underneath Florida State Road 869, switching the leftturn lanes on the cross street each other and bringing the long leftturn phases from the Single-point urban interchange to the tight urban diamond interchange at 26°18′04″N 80°11′11″W / 26.301177°N 80.186479°W / 26.301177; -80.186479. [6][7]

Diverging diamond[edit]

In a Diverging diamond interchange (DDI) or (DCD), on the bridge the roadways of the cross street are being exchanged like left-hand traffic to save the third traffic signal phase.

Three-level diamond[edit]

In a Three-level diamond interchange, the cross street is built in a third level with free flowing traffic as a second arterial road. The intersection is being split up into four intersections, handling just two conflicting directions each.

Other[edit]

Where HOV lanes are present for carpooling, the ramps of a diamond interchange may be folded to the inside lanes instead of the outside. In urban areas this saves some space as well as requiring only one intersection instead of the two one-way intersections, which in rural or suburban areas can be turned into a single-point urban interchange. This in turn reduces waiting time for motorists at traffic lights on the smaller road, which may be a large local thoroughfare with heavy traffic.

See also[edit]

References[edit]

  1. ^ a b c d Staff (April 2010). "Chapter 9: Other Interchange Configurations". Alternative Intersections/Interchanges: Informational Report (AIIR). Federal Highway Administration. FHWA-HRT-09-060. Retrieved October 8, 2012. 
  2. ^ Marshall, Chris (2012). "Dumbbell Interchange". Interchanges. Self-published. Retrieved February 25, 2013. [unreliable source?]
  3. ^ a b "Double Roundabout Interchange: Design and Operations". An Applied Technology and Traffic Analysis Program: Unconventional Arterial Intersection Design. University of Maryland, College Park / Maryland State Highway Administration. 2011. Retrieved February 25, 2013. 
  4. ^ Staff (August 2004). "Chapter 10: Alternative Intersection Treatments". Signalized Intersections: Informational Guide. Federal Highway Administration. FHWA-HRT-04-091. Retrieved October 8, 2012. 
  5. ^ Oglesby, Scott. "Diamonds and Other 4-Ramp Interchanges". Kurumi.com. Self-published. Retrieved October 8, 2012. [unreliable source?]
  6. ^ Chatterjee, Indrajit & Sharma, Siddharth (2007) (PDF). Comparative Analysis of Conventional Diamond Interchange and Contra Flow Left Turn (CFL) Interchange (Report). Center for Transportation Research and Education at Iowa State University. http://www.ctre.iastate.edu/mtc/papers/documents/chatterjee2007paper.pdf.
  7. ^ ATTAP. "Unconventional Arterial Intersection Design". Contraflow Left Interchange. University of Maryland. Retrieved December 11, 2013. 

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