Product Code Database
A partial cloverleaf interchange or parclo is a modification of a cloverleaf interchange.
The design has been well received, and has since become one of the most popular freeway-to-arterial road interchange designs in North America. It has also been used occasionally in some countries, such as Germany, Hungary, Italy, the Netherlands, and the United Kingdom.
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.
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.
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. One issue in suburban areas is the presence of three conflict points in each direction for pedestrians and non-motorised vehicles, the first of which is a moderate speed, low visibility conflict.
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. Ramp meter are a common feature on the entering ramps.
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.
Three exist in British Columbia. In addition, the Solomon Pond Road interchange on I-290 in Northborough, Massachusetts, was converted from a B2 interchange to a B4 interchange in the mid-1990s with the construction of the Solomon Pond Mall. Also, the West Road interchange on I-75 in Woodhaven, Michigan, was upgraded from a B2 to a B4 in the mid 1980s after suburban sprawl had made the B2 interchange obsolete.
In Indiana, the B4 design along IN 37 at its Bloomington interchange with IN 45/46 was retained when the former route was converted to become I-69's exit 120 in 2018.
At least four B4 designs are known to exist in Kentucky:
The US 83 interchange on I-80 in North Platte, Nebraska, has also recently been upgraded to a B4 from a diamond.
The parclo B4 is less common in Ontario than the parclo A4, with the only examples being the following:
There are two such interchanges in Saskatoon, Saskatchewan, along Circle Drive, at College Drive and Attirdge Drive/Preston Avenue N.
The following B4 interchanges were changed from full cloverleafs:
Some parclo B4 interchanges such as the intersection of Interstate 40 and U.S. Route 401 in Raleigh, North Carolina, have been fitted with signals at each ramp meeting the arterial in order to allow more lanes on the offramps. This technique along with the ability to provide two-way signal progression along the arterial allows the parclo B4 to handle an extremely high flow of traffic along the arterial.
Depending on traffic and land needs, hybrid designs, such as the parclo AB and parclo A3, can be created. A notable example of a parclo AB interchange includes the Highway 417 and the Woodroffe Avenue interchange in Ottawa. Other variants, not describable using Ontario's system, eliminate one or more outside ramps, while leaving the loop ramps in those quadrants. In the United States, folded diamonds are frequently used in interchanges with roads that have a railroad line closely paralleling the surface street; entrance/exit ramps are not permitted to have in modern American practice..
Various forms of parclo interchanges are used on the North Luzon Expressway in the Philippines. The configuration of parclo interchanges allows for the consolidation of toll barriers at points where onramps and offramps run alongside each other. A single large barrier can serve each onramp/offramp pair simultaneously, reducing construction and operation expenses at through junctions. When possible, such as at terminal junctions, trumpet interchanges are preferred since they only require one large toll barrier for all four on/off-ramps.
|
|
