




Research: Traffic Calming Effectiveness
The following is a sampling of traffic-calming research performed by various independent agencies and organizations. Where possible, links to the online resources of these studies are included.
To provide the very latest information pertaining to this issue, this list is continually updated as new research is published. If you have additional information you believe should be included in this survey of research, please e-mail us at info@informationdisplay.com
Categories (click on each to locate):
General Use (U.S. Roads)
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Road Injury Prevention & Litigation Journal Volume 1973 2006 |
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| Effectiveness of Photo-Radar and Speed Display Boards | ||
| Author | ||
| (various) | ||
| Summary | ||
This study examined three approaches to speed control: "photo-radar, (unenforced) speed display board, and a speed display board with intermittent enforcement." Results of the study revealed "that both speed display boards and photo-radar effectively reduce vehicle speeds while deployed" and are "particularly effective in reducing the number of vehicles traveling ten or more miles over the speed limit." However, "only the display boards demonstrated carry-over effects," particularly in the long term. Already the most cost-effective of the speed control devices, the speed reduction capabilities of display boards can be greatly enhanced with "intermittent police enforcement." The un-enforced speed display board was the most cost-effective device on both an hourly and daily basis, and photo-radar was the least cost-effective of the three speed control devices. |
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General Use (IDC)
General Use (U.S. Roads)
General Use (TRB)
Journal of the Transportation Research Board |
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Evaluation of Dynamic Speed Display Signs |
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| Author | ||
Gerald L. Ullman, Elisabeth R. Rose |
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| Summary | ||
This paper describes an Analysis of the effectiveness of dynamic speed display signs (DSDSs) installed in several permanent locations. Sites evaluated included a school speed zone, two transition speed zones in advance of a school speed zone, two sharp horizontal curves, and two approaches to signalized intersections on high-speed roadways. Overall, average speeds were reduced by 9 mph at the school speed zone. Elsewhere, the effect of the DSDS was less dramatic, with average speeds reduced by 5 mph or less depending on the location tested. As expected, those motorists traveling faster than the posted speed limit did appear to reduce their speed more significantly in response to the DSDS than did motorists traveling at or below the posted speed limit. The results of this project suggest that DSDSs can be effective at reducing speeds in permanent applications if appropriate site conditions apply. |
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General Use (TTI)
Texas Transportation Institute |
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Effectiveness of Dynamic Speed Display Signs (DSDS) in Permanent Applications |
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| Author | ||
Gerald L. Ullman, Elisabeth R. Rose |
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| Summary | ||
Texas Department of Transportation personnel identified several test sites to try out permanently installed DSDSs. TTI researchers conducted field studies to determine whether the signs reduced speeds at each site. Researchers also examined whether the signs increased vehicle conflicts or other types of erratic maneuvers. DSDSs were installed at four common types of roadway situations where excessive speeds can be a significant safety or operational problem: Researchers found that a DSDS significantly reduced vehicle speeds at a school speed zone. Prior to the installation of the sign, the average speed entering one speed zone was nearly 10 miles per hour (mph) higher than the posted speed limit through that zone. After the DSDS was installed, the average speed decreased more than 9 mph. Furthermore, average speeds were still 9 mph lower when researchers returned to that site and measured speeds four months after DSDS installation. |
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General Use (City of Bellevue, WA)
City of Bellevue, WA transportation Department |
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http://www.bellevuewa.gov/pdf/Transportation/2005_Radar_Report.pdf |
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Stationary Radar Sign Program Report |
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| Author | ||
Prepared by Ray Godinez |
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| Summary | ||
This report shares Bellevue’s experience with (20 radar speed signs previously installed by the city over a five year period) from installation techniques to effectiveness levels and considerations for future placement. (2004-2005) studies show that the majority of the stationary radar signs continue to reduce 85th percentile speeds even though some have been installed for more than four years.
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School Zones (TRB)
Transportation Research Board of The National Academies |
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Effectiveness of Speed-Monitoring Displays in Speed Reduction in School Zone |
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| Author | ||
Choulki Lee (Graduate School of ITS, Ajou University, San 5, Wonchon-Dong, Youngtong-Gu, Suwon 442-749, South Korea), Sangsoo Lee and Youngtae Oh (School of Environmental Civil and Transportation Engineering, Ajou University, San 5, Wonchon-Dong, Youngtong-Gu, Suwon 442-749, South Korea) , Bongsoo Choi, (Division of Traffic Operation and Safety, City of Gwacheon, 72 Gwanmun-Ro, Gwacheon City, Gyeonggi-Province, South Korea) |
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| Summary | ||
Speeding is one of the major causes of the frequent and severe traffic accidents that occur in school zones. Two field studies were conducted to assess the short-term and long-term effectiveness of speed-monitoring displays (SMDs) for speed reduction in school zones. The performance difference is discussed according to several dependent variables, including the average speed, the 85th percentile speed, and the distribution of speeds. The short-term study results showed that the speed of vehicles began to be reduced when the driver recognized the presence of an SMD, and the average speed was reduced by about 17.5% (8.2 km/h) at the SMD location. This speed reduction was observed throughout the day, regardless of the time of day. A similar performance trend was identified from the long-term study results, but the average speed reduction was slightly reduced to 12.4% (5.8 km/h) at the SMD location. However, statistical analyses showed that the speed differences were statistically significant. In addition, analysis of the results of the speed distribution showed that the number of speeding vehicles was greatly reduced after the SMD was installed, and the 85th percentile speed also decreased from 54.3 to 46.3 and 45.0 km/h in the short-term and the long-term studies, respectively. Therefore, it was concluded that the application of SMDs in school zones produced a positive impact on the drivers’ behaviors for a long period of time. |
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School Zones (USODT)
Utah Department of Transportation |
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http://www.udot.utah.gov/main/f?p=100:pg:3115078634346815:::1:T,V:1293 |
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Speed Monitoring Displays: Increasing Speed Limit Compliance in Reduced Speed School Zones |
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Brigham Young University, Department of Civil & Environmental Engineering School Zones - Report UT- 05.13, 2005 |
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| Author | ||
Mitsuru Saito, Ph.D., P.E., Kelly G. Ash, EIT |
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| Summary | ||
The field study found that the Speed Monitoring Displays (SMDs) analyzed proved to increase speed compliance in most cases. In some cases, the SMDs maintained their effectiveness at increasing speed compliance; on the other hand, some gradually lost some of their effectiveness. The distribution of speeds at essentially every location demonstrated a reduction in excessive speeds. For the most part, these SMDs helped improve school zone safety by decreasing speeds and increasing speed compliance as manifested by the decrease in mean speed, standard deviation, 10 mph pace range and the percentage of vehicles exceeding the 20 mph school zone speed limit. |
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Work Zones (FHA)
Texas Transportation Institute |
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http://ops.fhwa.dot.gov/wz/workshops/accessible/fontaine.htm |
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Innovative Traffic Control Devices for Improving Safety at Rural Short-Term Maintenance Work Zones |
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| Author | ||
Michael D. Fontaine |
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| Summary | ||
Five different traffic control devices were selected for further evaluation:
This paper describes the results of the evaluation of these devices.
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Work Zones (UDOT)
Utah Department of Transportation |
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http://www.udot.utah.gov/main/f?p=100:pg:1731151821951842794:::1:T,V:1293 |
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Efficacy of Speed Monitoring Displays in Increasing Speed Limit Compliance in Highway Work Zones |
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Brigham Young University, Department of Civil & Environmental Engineering |
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| Author | ||
Mitsuru Saito, Ph.D., P.E. Jeanne Bowie, E.I.T |
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| Summary | ||
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Work Zones (MSHA)
Maryland State Highway Administration |
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| Use of Speed Display Trailers in Work Zones | ||
| Author | ||
Various – see report’s bibliography |
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| Summary | ||
ADVANTAGES
DISADVANTAGES
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Work Zone (TTI)
Texas Transportation Institute Transportation research record ISSN 0361-19812001 |
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Evaluation of speed displays and rumble strips at rural-maintenance work zones |
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| Author | ||
FONTAINE Michael D. ; CARLSON Paul J. |
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| Summary | ||
An evaluation of the effectiveness of speed displays and portable rumble strips at reducing speeds in rural-maintenance work zones is described. The results for the portable rumble strips were mixed, with passenger cars experiencing less than a 3.2-km/h (2-mph) reduction in mean speed approaching the temporary traffic-control zone. The impact of the rumble strips on trucks was more pronounced, with mean speed reductions approaching the temporary traffic-control zone of up to 11.6 km/h (7.2 mph) lower than normal traffic control. The percent of vehicles exceeding the speed limit in the advance warning area was also reduced when the rumble strips were used. The speed display was generally more effective than the rumble strips at reducing speeds in the advance warning area. Mean speeds were often reduced approaching the activity area, with speed reductions of up to 16.1 km/h (10 mph) being achieved. The percentage of vehicles exceeding the speed limit was also reduced in the advance warning area. |
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Work Zone (BYU)
Brigham Young University |
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Efficacy Of Speed Monitoring Displays In Increasing Speed Limit Compliance In Highway Work Zones |
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| Author | ||
Bowie, Jeanne Marie |
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| Summary | ||
This study focuses on the goal of reducing speed in work zones. First, methods ofs speed reduction used by state DOTs throughout the country are identified, and the research surrounding them is summarized. Next, the methodology and results of a field study that tests the efficacy of the Speed Monitoring Display (SMD) are presented. For the field study, three main conditions were analyzed: a no-treatment case, with the MUTCD signs and barriers; a treatment case using the SMD; and a treatment case using a police vehicle. In the no-treatment case, average vehicle speed was reduced about 3 mph as vehicles entered the work area of the work zone. With the SMD, average vehicle speed was reduced an additional 4 mph. With the police vehicle, average vehicle speed was reduced about 6 mph more than in the no-treatment case. Thus, average vehicle speed was reduced in all treatment cases; however, the police vehicle was slightly more effective than the SMD at reducing average speeds. (These conclusions are valid at a 95 percent confidence level.) The results of the survey also suggest that the SMD is a promising option for state DOTs. According to drivers’ self-reports, those who normally drive a little faster than the speed limit are likely to slow down in reaction to an SMD, but drivers who normally ignore the speed limit are likely to ignore an SMD. The majority of drivers surveyed had positive reactions to SMDs, reporting that they feel SMDs are accurate, not distracting, and not difficult to read. |
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Work Zones (FHA)
Texas Transportation Institute |
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http://ops.fhwa.dot.gov/wz/workshops/accessible/fontaine.htm |
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Innovative Traffic Control Devices for Improving Safety at Rural Short-Term Maintenance Work Zones |
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| Author | ||
Michael D. Fontaine |
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| Summary | ||
Five different traffic control devices were selected for further evaluation:
This paper describes the results of the evaluation of these devices.
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Intersections (TRB)
National Coopreative Highway Research Program |
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Guidelines for Selection of Speed Reduction Treatments at High-Speed Intersections |
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| Author | ||
Kittelson & Associates Inc. |
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| Summary | ||
This project identified and evaluated treatments and developed guidelines for reducing vehicle speeds on approaches to high-speed intersections (approach speeds of 45 mph or greater). The treatments investigated were: reduced lane width, visible shoulder treatments, speed tables, rumble strips, roadway environment, approach reverse curvature, roundabouts, splitter islands, wider longitudinal pavement markings, transverse pavement markings, and dynamic warning signs.
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Transition Zones (TRB)
Transportation Research Board |
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http://pubsindex.trb.org/document/view/default.asp?lbid=880543 |
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Evaluating Effectiveness of Dynamic Speed Display Signs in Transition Zones of Two-Lane Rural Highways in Pennsylvania |
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| Author | ||
Transportation Research Board |
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| Summary | ||
The Pennsylvania Department of Transportation has invested in several portable dynamic speed display signs and selected several locations to implement them along two-lane rural highway transition zones. Transition zones are longitudinal roadway sections that contain a high-speed segment followed by a low-speed segment and are commonly encountered in Pennsylvania along two-lane rural highways that pass through rural communities. A before-during-after observational study of free-flow passenger car operating speeds was undertaken at 12 transition zones to determine the effectiveness of the dynamic speed display signs. The results of the analyses indicate that the dynamic speed display signs are effective in reducing free-flow speeds by an average of 6.4 mph (10.3 km/hr) while in place and activated. However, observed operating speeds increased by an average of 6.6 mph (10.6 km/hr) after the devices were removed from the study sites. |
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Bill Dickinson, Police Chief
Bill Monohan, APWA Reporter, July 2004




