A Jersey barrier, or Jersey wall, is a modular concrete or plastic barrier employed to separate lanes of traffic. It is designed to minimize vehicle damage in cases of incidental contact while still preventing the crossover case of a head-on collision. Jersey barriers are also used to reroute traffic and protect pedestrians and workers during highway construction, as well as temporary and semi-permanent protections against landborne attack such as suicide vehicle bombs. A Jersey barrier is also known in the western United States as K-rail, or K-wall, a term borrowed from the California Department of Transportation specification for temporary concrete traffic barriers, or colloquially as a Jersey bump. Plastic water-filled barriers of the same general shape are also now commonly called Jersey barriers.
Jersey barriers were developed in the 1950s, beginning in the U.S. State of New Jersey as separators between lanes of a highway. Over time, they grew taller (as their effectiveness was demonstrated) and became more modular (as their usefulness as temporary barriers became apparent). Taller barriers have the added advantage of blocking most oncoming headlights.
Development and use
The Jersey barrier, also called New Jersey wall, was developed in the 1950s (introduced in current form in 1959), at the Stevens Institute of Technology, New Jersey, United States, under the direction of the New Jersey State Highway Department to divide multiple lanes on a highway. A typical Jersey barrier stands 32 inches (81 cm) tall and is made of steel-reinforced poured concrete or plastic. Many are constructed with the embedded steel reinforcement protruding from each end, allowing them to be incorporated into permanent emplacements when linked to one another by sections of fresh concrete poured on-site.
Their widespread use in road construction has led to wide application as a generic, portable barrier during construction projects and temporary rerouting of traffic into stopgap carpool and rush-hour reversing highway lanes.
Most of the original barriers constructed in New Jersey in the 50s and early 60s were not "modular"; they were poured in place the way curbs are. Many of the first installations (Route 46 in Bergen County and Passaic County, for instance) were much shorter than the heights discussed here, typically about two feet long. Some dividers on county or local roads may have been lower than that since they replaced a raised concrete rumble strip that would dissuade but not prevent traffic crossing from one lane to another. Even Route 46 had the rumble strip in many places before the higher barrier was gradually installed. These lower dividers are visible in old photographs. When the Bergen Mall was first opened in Paramus, these rumble strip dividers were extensively used on the roadway (Forest Ave.) that separated the grocery stores from the mall proper.
The design of the Jersey barrier was specifically intended to minimize damage in incidental accidents and reduce the likelihood of a car crossing into oncoming lanes in the event of a collision. In common shallow-angle hits, sheet-metal damage is minimized by allowing the vehicle tires to ride up on the lower sloped face. Head-on collisions are minimized by gradually lifting the vehicle and pivoting it away from oncoming vehicles and back into traffic heading in its original direction.
First tested in 1968 by the then Department of Highways in Ontario, Canada, the Ontario Tall Wall is a variant of the Jersey barrier. Standing at 42 inches (107 cm), it is 10 inches (25 cm) taller than the standard Jersey barrier. In Ontario, the Ministry of Transportation is replacing guiderails (steel guardrail and steel box-beam) with these barriers on 400-series highways.
The New Jersey Turnpike Authority developed and tested a similar, but heavily reinforced, design. This barrier design has been credited with effectively containing and redirecting larger vehicles, including semi-trailer (tractor-trailer) trucks. The states of New York, Massachusetts and New Jersey have adopted the taller barrier for their roads, as compared to the standard 32 inches (81 cm) suggested by the Federal Highway Administration.
Designs with two rectangular notches at the bottom (through the short axis) allow for forklift-style lifting by front-end loaders. Barriers meant for short-term placement, especially in military and security barrier uses, might include steel rebar loops embedded in the top surface for rapid hook-and-cable system lifting.
The 2010 G-20 Toronto summit used modified modular Jersey barriers with wired fencing bolted onto the concrete. The fence used the barrier as sturdy base to prevent protesters from toppling the fence around the security zone at the Metro Toronto Convention Centre.
The U.S. military nicknamed the devices as "Qaddafi Blocks" after truck bomb attacks in Beirut in 1983 resulted in more widespread use in military installations. Sometimes they are deployed to form a chicane to slow vehicular traffic arriving at military installations or other secure areas.
Plastic Jersey barriers
Hollow polyethylene barriers have been developed for short-term applications where portability is important. These plastic barriers are normally filled with water after placement on-site to provide a moderate level of crash protection. They are not designed to deflect vehicles, so vehicles may penetrate the barriers. These barriers can also be filled with soil, spill, or concrete to produce a heavier barrier with greater crash protection, at the cost of reduced portability.
- "New Jersey Median Barrier History". Roadstothefuture.com. Retrieved 13 December 2014.
- Laurie, Maxine; Mappen, Marc, eds. (2005). Encyclopedia of New Jersey. Rutgers University Press. p. 422.
- Federal Highway Administration (FHWA). Washington, D.C. "Concrete Barriers." FHWA Safety Programme. 2010-09-24.
- McDevitt, Charles F. (March–April 2000). "Basics of Concrete Barriers". Public Roads. Washington, D.C.: Federal Highway Administration. 63 (5).
- Giblin, Kelly A. (Summer 2006). "The Jersey Barrier". Invention & Technology. American Heritage Publishing. 22 (1). Archived from the original on June 9, 2010.
- FHWA. "NCHRP Report 350: Devices in Work Zones - Category 3". Recommended Procedures for the Safety Performance Evaluation of Highway Features. 2004-04-05.
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