Partial cloverleaf interchange

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A partial cloverleaf interchange or parclo is a modification of a cloverleaf interchange.

A parclo A4 type interchange on the Highway 407 Electronic Toll Route in Ontario
43°34′18″N 79°47′24″W / 43.571623°N 79.789925°W / 43.571623; -79.789925
A five-ramp parclo in British Columbia, Canada 49°19′29″N 124°26′29″W / 49.324786°N 124.441373°W / 49.324786; -124.441373

The design has been well received, and has since become one of the most popular freeway-to-arterial interchange designs in North America. It has also been used occasionally in some European countries, such as Germany, Hungary, Italy, the Netherlands, and the United Kingdom.

Comparison with other interchanges

  • A diamond interchange has four ramps.
  • A cloverleaf interchange has eight ramps, as does a stack interchange. These are fully grade separated, unlike a parclo – traffic flows without stops on all ramps and throughways.
  • A parclo generally has either four or six ramps; less common are parclos with five ramps.

Naming

In Ontario, the specific variation is identified by a letter/number suffix after the name. Ontario's naming conventions are used in this article. The letter A designates that two ramps meet the freeway ahead of the arterial road, while B designates that two ramps meet the freeway beyond the crossing.

The number designates how many quadrants of the interchange contain ramps. In left-hand drive countries, the ramps function the same as in right-hand drive countries, but ramps with the same designation appear visually reversed. Common parclo configurations include the parclo A2, parclo B2 and parclo A4.

The Department of Transportation in the United States refers to the A and B variants without numbers.

Caltrans refers to the A2, B2, and A4 as types L-7, L-8, and L-9 respectively [1]

Configurations

A2 and B2

 
B2 configuration for right-hand traffic, or A2 for left-hand traffic. Also known as a folded diamond.

Parclo A2 and B2 configurations contain four ramps. On each side of the freeway there is a loop ramp and a directional ramp. In parclo A2, the loop ramps serve as on-ramps and the directional ramps serve as off-ramps. In parclo B2 the roles are reversed. Both on- and off-ramps require controlled intersections at the arterial road (sometimes loop and directional ramps from the same side of the freeway will utilize the same intersection).

The parclo A2 and B2 are commonly used on rural freeways such as Highway 402 and Highway 416, where the ramps can be added without widening the street overpass/underpass to include deceleration lanes (normally needed on the A4 in order to safely enter the loop ramps that lead to the freeway). The parclo A2 and B2 ramps are also usually longer and allow for higher speeds than their A4 counterparts because of rural land availability. It is possible to upgrade an A2 to an A4 by adding directional ramps, serving arterial-to-freeway traffic that would otherwise be forced to make a left turn to enter the loop ramps.

A4

 
A4 Interchange for right-hand traffic, or B4 interchange for left-hand traffic

The parclo A4 (also called "six-ramp partial cloverleaf") contains six ramps.[2] On each side on the freeway, there is an (often multi-lane) exit ramp, followed by a loop ramp and directional ramp entering the freeway. The on-ramps are in the same configuration as a cloverleaf interchange, but there is one off-ramp for each freeway direction instead of two, typically requiring a controlled intersection where the off-ramp meets the arterial road.

The parclo A4 is one of the most popular designs, as all movements from the arterial road to the entrance ramps are made by right-hand turns, providing for a safer entrance to the freeway by eliminating left-hand turns into opposing traffic (which require queues waiting to make such turns). This also makes logical sense since freeways have a higher capacity than arterials and right-turn ramps serve effectively to absorb capacity and reduce traffic on the arterial.

Some parclos have the right-turning (directional) on-ramp leave the arterial road after the exit ramp intersection. This configuration is often used when another road meets the freeway off-ramp and gives traffic from this road the option of turning right to use the directional on-ramp to enter the freeway.

Traffic exiting the freeway to the arterial road is provided with a long, relatively straight exit ramp, preventing most speed-related rollovers. These exit ramps are also frequently multi-laned to accommodate traffic turning left, right, or going straight ahead in some cases. Traffic signals are commonly installed at the end of the exit ramp to regulate the freeway traffic flowing onto the arterial.

The parclo A4 is particularly well-suited to suburban areas with high traffic levels. Ontario freeways throughout much of the southern portion of the province, especially freeways in the Golden Horseshoe and Ottawa area, use the A4 parclo. These interchanges also exist on some highways in the Montreal area.

Caltrans favors this form for some recent projects, for example the reconstruction of I-880 and other highways in the San Francisco Bay Area and the Greater Los Angeles Area. They often replaced previous full cloverleafs. All exiting traffic for both directions has a relatively straight ramp and is controlled by a traffic light. Running off the road on an entering ramp is much less likely than on an exiting ramp. Metering lights are a common feature on the entering ramps.

 
An A4 parclo at Saskatchewan Highway 1 (the Trans Canada Highway), Saskatchewan Highway 39 and Saskatchewan Highway 301. The eastbound directional onramp is located further south of the overpass and is not pictured.

The junction of Saskatchewan Highway 1 (east-west), Saskatchewan Highway 39 (south, part of the CanAm route) and Saskatchewan Highway 301 (north) is an A4 parclo. Highway 1 serves as the freeway, while Highway 39/301 is the arterial road.

B4

The parclo B4 interchange superficially appears to be a mirror image of the parclo A4. However, the B4 design provides freeway-to-arterial ramps without traffic lights, while traffic turning left from the arterial must cross opposing traffic. Although this design has the potential to flood the arterial with more freeway traffic than the parclo A4, one particular advantage is the ability to coordinate the traffic signals on the arterial in both directions independently. This is useful when there is more through-movement traffic on the arterial than turning traffic.

References