Vertical Displacement
Speed Humps and Tables

Essentially speed humps that have been modified with a flat top, speed tables are asphalt or rubber mounds that cover the full width of the roadway.

Speed tables are asphalt or rubber mounds that cover the full width of the roadway. Speed tables are essentially speed humps that have been modified with a flat top, thus reducing the disruption to vehicle operations. The flat top is typically long enough for the entire wheelbase of a passenger car to rest on.

Speed tables are being preferred commonly over speed humps. This preference is due in large part to an emergency service vehicle's ability to cross with minimal disruption.

Advantages

  • Tables allow larger vehicles to cross with minimal disruption
  • Tables allow vehicles to travel at a higher speed than speed bumps
  • Slows down vehicles because of vertical displacement

Disadvantages

  • Speed tables may delay emergency service vehicles
  • May cause noise
  • Speed tables may have an impact on drainage
  • Drivers may swerve to avoid them (thus impacting pedestrians and other vehicles)

Effectiveness

Speed tables were shown to produce a 28 percent change in 85th percentile speed, 15 percent change in average speed, and 28 percent decrease in auto collisions (Corkle et al. 2001).

Average and 85th percentile speeds decreased at the location of the device by up to 9 miles per hour (mph) for the speed hump and 10 mph for the speed table (Hallmark et al. 2002).

No crash modification factors (CMFs) were found relating to speed tables or speed humps.

Appropriateness

Speed tables and speed humps are appropriate when the design speed of the speed table or hump corresponds to the posted speed limit. Careful consideration should be given to farm vehicles and routes with a large number of heavy trucks.

Cost

Installation cost, according to two seperate sources, is $2,000 to $6,000 (Kastenhofer 1997, Hallmark et al. 2002).

References

Corkle, Jacqueline, Joni L. Giese, and Michael M. Marti. Investigating the Effectiveness of Traffic Calming Strategies on Driver Behavior, Traffic Flow, and Speed. Minnesota Local Road Research Board, Minnesota Department of Transportation, St. Paul, MN, 2001.

Hallmark, Shauna, Dan Smith, Keith Knapp, and Gary Thomas. Temporary Speed Hump Impact Evaluation. Center for Transportation Research and Education, Iowa State University, 2002.

Kastenhofer, Elena Orban. Traffic Calming, the Helpful Band-Aid, in Virginia when the State DOT is 100+ Local DP. Presented at annual meeting of the Institute of Transportation Engineers, 1997.

SCDOT. SCDOT Traffic Calming Guidelines. South Carolina Department of Transportation, Traffic Engineering, Columbia, SC, Revised 2006.

Image: Driver's view of a speed table

Speed table (Shauna Hallmark/Institute for Transportation)

Drawing: Schematic showing cross-section of a flat-topped speed hump

Cross-section of a flat-topped speed hump (SCDOT 2006)


Development of this website was financed in part through funds provided by the Iowa Department of Transportation and Federal Highway Administration state planning and research funding.

The contents of this website reflect the views of the authors, who are responsible for the facts and the accuracy of the information presented herein. The opinions, findings and conclusions expressed in this website are those of the authors and not necessarily those of the sponsors.

The sponsors assume no liability for the contents or use of the information contained in this website. This website does not constitute a standard, specification, or regulation.

The sponsors do not endorse products or manufacturers. Trademarks or manufacturers' names appear on this website only because they are considered essential to the website's objective.