This document summarizes available guidance on setting speed limits and managing speeds in work zones. The Manual on Uniform Traffic Control Devices (MUTCD) states that “reduced speed zoning (lowering the regulatory speed limit) should be avoided as much as practical because drivers will reduce their speeds only if they clearly perceive a need to do so.” However, the determination of work zone speed limits is typically based on state laws, agency policies and engineering judgment. Many factors impact the decision to reduce the regulatory speed limit in a work zone, implement speed limit management strategies and utilize speed reduction strategies. The information presented in this guide is intended to aid agencies and highway contractors in understanding these factors and the interactions among them.
This document is organized into the following sections:
Guidelines on Managing Speeds in Work Zones
In a recent survey,American Association of State Highway and Transportation Officials (AASHTO) members and other highway construction industry experts identified the need for better guidance on setting speed limits and managing speeds in work zones.
In some work zone situations, slower speeds are not needed to maintain the safety of workers and road users (such as when the workers and other hazards are not present). In other work zone situations, slower speeds may be needed only during certain conditions (such as a lane closure).When slower speeds are not needed, devices used to reduce speeds should be covered, turned off or removed so that traffic can flow at normal speeds.
It is generally accepted that the safety of both workers and road users is improved in work zones when traffic is going slower. Logically, crashes and their resulting injuries are likely to be less severe at lower speeds. In addition, a driver traveling at a slower speed has more time to react and recover in emergency situations.
While the speed of traffic can affect crash frequency and severity, speed variance is also an important factor. Traffic moving along at a uniform pace, albeit somewhat faster, may be safer than traffic moving at slower, non-uniform speeds, which increases the potential for conflicts between vehicles. Likewise, abrupt reductions in speed, especially if unexpected by drivers, increase the risk of rear-end collisions and other conflicts, such as vehicles swerving out of their travel lane.
Drivers are told that they need to slow down in work zones through the use of reduced speed limits, speed advisories and other techniques. Regulatory speed limit signs are used to inform drivers of the legal speed limit in a work zone, while advisory speed plaques mounted below warning signs inform drivers of the recommended safe maximum speed for specific conditions. When in effect, reduced speed limits should be enforced and public relations campaigns should be used to alert drivers of enforcement efforts. It is important to cover or remove any existing regulatory speed limits or advisory speeds that conflict with the temporary work zone speed limits or advisories.
Overall, the goal is to identify a speed that is safe and reasonable for the current conditions. Slower speeds are needed in work zones when workers are exposed to moving traffic without positive protection or when roadway restrictions and work operations present increased risks to roadway users. Reduced speed limits should be considered for the following work zone conditions:
• Workers are located near an open travel lane without positive
protection;
• Temporary traffic barrier or pavement edge drop off near an open
travel lane;
• Narrow lanes;
• Lane closures;
• Temporary crossovers; and
• Unexpected conditions (such as access/egress points, traffic
congestion and crash history).
Reduced speed limits and advisories should only be used in the specific portion of the work zone where conditions or restrictive features are present. The Manual on Uniform Traffic Control Devices (MUTCD) recommends a maximum speed limit reduction of 10 mph unless restrictive conditions in the work zone justify a greater reduction. Individual state laws and practices vary considerably regarding the amount of allowable speed limit reduction and the conditions under which reductions may be used.
Covering or removing signs can be a very tedious task to complete on a daily or weekly basis. This task may also interfere with normal traffic flow and expose workers to traffic hazards. The following new technologies can be used more easily to vary the speed limit to match conditions:
• Static speed limit signs with flashing beacons (flashing beacons are
activated when the reduced speed limit is in effect, similar to school zone
beacons);
• Roll-up speed limit signs that can be mounted on portable sign
stands; and
• Variable speed limit signs.
Currently, some state laws and procedures may prevent the use of some of
these devices. While indications are that these technologies are effective,
additional research is needed to further examine their effectiveness and
practicality.
Table 1. Potential Voluntary Speed Reductions for Various Work Zone Conditions.
Work Zone Conditions | Potential Voluntary Speed Reduction* |
---|---|
Work Zone Reduced Speed Limit Sign | 0 to 3 mph |
Barrier Near Inside Travel Lane Lane | 1 to 5 mph |
Encroachment Lane Closure | 1 to 7 mph |
Construction Vehicle Access/Egress Location | 5 to 6 mph |
Temporary Crossover | 4 to 9 mph |
Two-Lane, Two-Way Barrier Separated Traffic | 7 to 9 mph |
When law enforcement is not available, other speed management technologies can be used to encourage compliance. These technologies include:
• Speed display trailers;
• Portable changeable message signs (PCMS) with radar;
• Citizen band (CB) radio information systems;
• Transverse rumble strips;
• Drone radar;
• Narrowing lanes with channelizing devices; and
• Transverse pavement markings.
Most of these technologies reduce speeds by only a few miles-per-hour; however, in some cases radar activated speed displays have been shown to reduce speeds by 10 mph (Table 2). Even when only very small speed reductions are achieved, these techniques may effectively alert drivers to an upcoming change in the highway environment and thus achieve the safety benefit of an alerted driver.
Table 2. Potential Speed Reductions for Various Speed Management Techniques.
Speed Management Technique | Speed Display Trailers Potential Speed Reduction* |
---|---|
CB Radio Information on Systems | 0 to 2 mph |
Narrow Lanes With Channelizing Devices | 0 to 5 mph |
Transverse Pavement Markings | 0 to 5 mph |
Portable Changeable Message Sign With Radar | 0 to 6 mph |
Drone Radar | 2 to 3 mph |
Transverse Rumble Strips | 2 to 5 mph |
Speed Display Trailers | 2 to 10 mph |
Tools that reduce vehicle speeds in work zones are not the only strategies and techniques used to improve safety for workers and road users. Some states have enacted laws that increase penalties for work zone violations (e.g.,double fine laws and suspension of license). Other tools include removing or reducing the interaction between workers and motorists, improving the visibility of the work zone, improving travel path delineation, using intrusion countermeasures, managing worker safety and providing public information.
Chart 1 provides a decision tool to assist practitioners with managing speeds in work zones. Engineering judgment, as well as individual state laws and practices, should be used to determine the appropriate speed limit, speed limit management strategies and speed reduction strategies for each work zone. In cases where state practices do not provide specific guidance on speed limit reductions in work zones, practitioners may reference National Cooperative Highway Research Program (NCHRP) Research Results Digest Number 192 which contains a procedure for determining work zone speed limits.
Chart 1. Decision Tool for Managing Speeds in Work Zones.
The New York State Department of Transportation’s (NYSDOT) guidance on setting speed limits and managing speeds in work zones is summarized below and is included herein only as an example of one state’s policies and procedures. More information regarding NYSDOT’s policies and procedures can be found in Chapter 16 of the NYSDOT Highway Design Manual and NYSDOT Engineering Instruction (EI) 08-030.
Setting Speed Limits in Work Zones
• Speed limit reductions in work zones should only be used when
necessary and should be appropriate to the conditions or restrictive features
present.
• Advisory speeds that warn drivers of potential hazardous conditions
are preferred to regulatory speed
reductions.
• When an advisory speed or reduction in the regulatory speed limit is
warranted, the speed limit should not be reduced more than 10 mph below the
preconstruction posted speed limit, unless an engineering study shows that the
geometric conditions warrant a greater speed reduction.
• Advisory or regulatory speed limit reductions shall be posted only
when the conditions necessitating the reduced speed are actually present.
• Work zone traffic control should be designed to provide work zone
geometric transitions, sight distance, lane width and super elevation that
result in a work zone speed limit that meets or exceeds the design speed or
preconstruction posted speed limit plus 5 mph in order to minimize speed
differential of vehicles entering
the work zone.
• Chart 2 is used by NYSDOT to assist in determining the need for reduced regulatory speed limits in work zones.
Beginning in 2006, NYSDOT focused on reducing operating speeds in excess of posted work zone speed limits through the use of:
• State police presence and enforcement in “major active work
zones”;
• Radar speed display signs or radar-equipped PCMS in “major
active work zones”; and
• “Loss of License” signs.
•A“major active work zone” is defined as a work zone having the
following conditions:
• Work on a fully controlled access roadway with preconstruction speed
limit of 55 mph or greater and
• Workers on foot in the roadway and not predominantly separated from
traffic by positive protection such as temporary concrete barrier.
Chart 2. Example Procedure – NYSDOT Work Zone Regulatory Speed Limit Reduction Flow Chart.
How Can I Locate More Information Regarding This Topic?
Federal Highway Administration Work Zone Mobility and Safety Program website. http://ops.fhwa.dot.gov/wz/index.asp.
Federal Highway Administration Speed Management Safety website. http://safety.fhwa.dot.gov/speedmgt/.
Federal Highway Administration Work Zone Peer-to-Peer Program.
Procedure for Determining Work Zone Speed Limits. NCHRP Research Results Digest Number 192. Transportation Research Board, National Research Council,Washington, D.C., September 1996. Available upon request from NCHRP staff.
Finley, M.D., L. Theiss, N.D.Trout, and G.L. Ullman. Studies to Improve the Management of Regulatory Speed Limits in Texas Work Zones. Research Report 0-5561-1. Texas Transportation Institute, College Station, Texas, December 2008. http://tti.tamu.edu/documents/0-5561-1.pdf.
Highway Design Manual Chapter 16 – Maintenance and Protection of Traffic in Highway Work Zones. New York State Department of Transportation, Albany New York, January, 20, 2006. https://www.nysdot.gov/divisions/engineering/design/dqab/hdm.
Engineering Instruction (EI) 08-030Work Zone Speed Limit Reductions. New York State Department of Transportation, Albany, New York, September 9, 2008. https://www.nysdot.gov/main/business-center/consultants/forms-publications-and-instructions/engineering-information-issuance-system/eirepository/ei08030.pdf.
Developed By:
The Roadway Safety Consortium
202-628-5465
www.workzonesafety.org
Laborers’ International Union of North America
Laborers’ Health and Safety Fund of North America
LIUNA Training and Education Fund
American Road and Transportation Builders Association
National Asphalt Pavement Association
International Union of Operating Engineers
American Association of State Highway and Transportation Officials
Texas Transportation Institute
FOF Communications
US Department of Transportation Federal Highway Administration
This material is based upon work supported by the Federal Highway Administration under Grant Agreement No. DTFH61-06-G-00007.
Any opinions, findings and conclusions or recommendations expressed in this publication are those of the author(s) and do not necessarily reflect the view of the Federal Highway Administration. This publication does not constitute a national standard, specification or regulation.
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