Technical Papers
May 31, 2023

Safety Effectiveness of Rectangular Rapid Flashing Beacons Pedestrian Enhancement

Publication: Journal of Transportation Engineering, Part A: Systems
Volume 149, Issue 8

Abstract

A rectangular rapid flashing beacon (RRFB) is a pedestrian crosswalk countermeasure system that cautions drivers by providing them with real-time warning about the presence of pedestrians in an upcoming crosswalk. This paper investigated the safety effectiveness of existing RRFBs installed in the state of Florida between 2013 and 2018. Additionally, traffic volume, roadway characteristics, and land-use mix were included as explanatory variables. The study evaluated 154 treated sites with RRFB installations and 158 control sites with similar characteristics. Safety performance functions (SPF) were developed, and crash modification factors (CMF) were calculated using the empirical Bayes (EB) methodology for various crash types. A CMF of 0.31 for total pedestrian crashes was estimated, showing that RRFBs have the potential to reduce 69% of total pedestrian-involved crashes. CMF for total vehicular crashes and rear-end crashes were also investigated to ascertain whether RRFBs have adverse effects on rear-end crashes. CMF for total vehicular crashes was found to be 1.14, showing that RRFBs do not have positive effect in reducing total vehicular crashes. Similarly, it was observed that CMF for the rear-end crashes was 1.11, indicating RRFBs might have adverse effect on rear-end crashes because vehicles needs to slow down or stop due to the presence of pedestrians. CMFunctions for significant variables for pedestrian, rear-end, and total crash models were also estimated in this study. An economic analysis indicated that the implementation of RRFBs will yield a benefit to cost ratio (calculated over 3 years) of approximately 85.5 with a 4% discount rate.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

Author contributions: Amrita Goswamy contributed to the study conception and design, data collection, analysis and interpretation of results, and draft manuscript preparation. Mohamed Abdel-Aty contributed to the study conception and design, analysis and interpretation of results, and draft manuscript preparation. All authors reviewed the results and approved the final version of the paper.

References

Abdelrahman, A., M. Abdel-Aty, J. Yuan, and M. M. A. Al-Omari. 2021. “Systematic safety evaluation of diverging diamond interchanges based on nationwide implementation data.” Transp. Res. Rec. 2675 (9): 961–971. https://doi.org/10.1177/03611981211004961.
Ahmed, M. M., M. Abdel-Aty, and J. Park. 2015. “Evaluation of the safety effectiveness of the conversion of two-lane roadways to four-lane divided roadways: Bayesian versus empirical Bayes.” Transp. Res. Rec. 2515 (1): 41–49. https://doi.org/10.3141/2515-06.
Al-Marafi, M. N., K. Somasundaraswaran, and R. Ayers. 2020. “Developing crash modification factors for roundabouts using a cross-sectional method.” J. Traffic Transp. Eng. 7 (3): 362–374. https://doi.org/10.1016/j.jtte.2018.10.012.
Beck, L. F., A. M. Dellinger, and M. E. O’Neil. 2007. “Motor vehicle crash injury rates by mode of travel, United States: Using exposure-based methods to quantify differences.” Am. J. Epidemiol. 166 (2): 212–218. https://doi.org/10.1093/aje/kwm064.
CDC (Centers for Disease Control and Prevention). 2022. “WISQARS (Web-based Injury Statistics Query and Reporting System)”. Accessed March 15, 2022. http://www.cdc.gov/injury/wisqars.
Elvik, R. 2011. “Developing an accident modification function for speed enforcement.” Saf. Sci. 49 (6): 920–925. https://doi.org/10.1016/j.ssci.2011.02.016.
FDOT (Florida DOT). 2023. “Geographic information system.” Accessed April 5, 2023. https://www.fdot.gov/statistics/gis/default.shtm.
FHWA (Federal Highway Administration). 2018. Rectangular rapid flash beacon (RRFB). Publication FHWA-SA-09-009. Washington, DC: FHWA, US Department of Transportation.
FHWA (Federal Highway Administration). 2023. “Searchable database of CMFs.” Accessed April 11, 2023. https://www.cmfclearinghouse.org/.
Fitzpatrick, K., M. Brewer, and R. Avelar. 2014. “Driver yielding to traffic control signals, pedestrian hybrid beacons, and rectangular rapid-flashing beacons in Texas.” Transp. Res. Board 2463 (1): 46–54. https://doi.org/10.3141/2463-06.
Fitzpatrick, K., V. Iragavarapu, M. A. Brewer, D. Lord, J. Hudson, R. Avelar, and J. Robertson. 2013. Characteristics of Texas pedestrian crashes and evaluation of driver yielding at pedestrian treatments. Texas Department of Transportation Rep. No. FHWA/TX-14/0-6702-1. Austin, TX: Texas Department of Transportation.
GHSA (Governors Highway Safety Association). 2022. Pedestrian traffic fatalities by state: 2021 preliminary data. Washington, DC: GHSA.
Goswamy, A., M. Abdel-Aty, and Z. Islam. 2023. “Factors affecting injury severity at pedestrian crossing locations with rectangular rapid flashing beacons (RRFB) using XGBoost and random parameters discrete outcome models.” Accid. Anal. Prev. 181 (Mar): 106937. https://doi.org/10.1016/j.aap.2022.106937.
Goswamy, A., S. Hallmark, G. Basulto-Elias, and M. Pawlovich. 2019. “Safety evaluation of stop-sign mounted beacons—A cross-sectional study.” J. Transp. Technol. 9 (1): 95–108. https://doi.org/10.4236/jtts.2019.91006.
Goswamy, A., S. Hallmark, T. Litteral, and M. Pawlovich. 2018. “Safety evaluation of destination lighting treatment at stop controlled cross-intersections.” Transp. Res. Rec. 2672 (16): 113–121. https://doi.org/10.1177/0361198118774747.
Gross, F., and E. T. Donnell. 2011. “Case–control and cross-sectional methods for estimating crash modification factors: Comparisons from roadway lighting and lane and shoulder width safety effect studies.” J. Saf. Res. 42 (2): 117–129. https://doi.org/10.1016/j.jsr.2011.03.003.
Gross, F., B. Persaud, and C. Lyon. 2010. A guide to developing quality crash modification factors. FHWA-SA-10-032. Washington, DC: US DOT, Federal Highway Administration Office of Safety.
Hallmark, S., A. Goswamy, T. Litteral, N. Hawkins, O. Smadi, and S. Knickerbocker. 2020. “Evaluation of sequential dynamic chevron warning systems on rural two-lane curves.” Transp. Res. Rec. 2674 (10): 648–657. https://doi.org/10.1177/0361198120935872.
Hallmark, S. L., A. Goswamy, and M. D. Pawlovich. 2016. Safety edge crash modification factors. Ames, IA: Iowa State Univ.
Hauer, E. 1997. Observational before-after studies in road safety: Estimating the effect of highway and traffic engineering measures on road safety. Oxford, UK: Pergamon/Elsevier Science, Ltd.
Highway Safety Manual. 2010. Highway safety manual. Washington, DC: American Association of State Highway and Transportation Officials.
Høye, A., R. Elvik, T. Vaa, T. Vaa, A. Hoye, and M. Sorensen. 2009. The handbook of road safety measures, 2nd ed. Bingley, UK: Emerald Group Publishing.
Hua, J., N. Gutierrez, I. Banerjee, F. Markowitz, and D. R. Ragland. 2009. “San Francisco Pedsafe II project outcomes and lessons learned.” In Proc., 88th Annual Meeting of the Transportation Research Board. Washington, DC: Transportation Research Board.
Jiao, B., S. Kim, J. Hagen, and P. A. Muennig. 2019. “Cost-effectiveness neighbourhood slow zones in New York city.” Inj. Prev. 25 (2): 98–103. https://doi.org/10.1136/injuryprev-2017-042499.
Lee, C., M. Abdel-Aty, J. Park, and J. Wang. 2015. “Development of crash modification factors for changing lane width on roadway segments using generalized nonlinear models.” Accid. Anal. Prev. 76 (Mar): 83–91. https://doi.org/10.1016/j.aap.2015.01.007.
Lord, D., and J. Bonneson. 2007. “Development of accident modification factors for rural frontage road segments in Texas.” Transp. Res. Rec. 2023 (1): 20–27. https://doi.org/10.3141/2023-03.
Martin, J. L., and D. Wu. 2018. “Pedestrian fatality and impact speed squared: Cloglog modeling from French national data.” Traffic Inj. Prev. 19 (1): 94–101. https://doi.org/10.1080/15389588.2017.1332408.
Monsere, C., M. A. Figliozzi, S. M. Kothuri, A. Razmpa, and D. Hazel. 2017. Safety effectiveness of pedestrian crossing enhancements. Salem, OR: Oregon Department of Transportation.
NHSTA (National Highway Traffic Safety Administration). 2020. Traffic safety facts-pedestrians. Washington, DC: NHSTA.
NHTSA (National Highway Traffic Safety Administration). 2022. “Overview of motor vehicle crashes in 2020.” Accessed March 15, 2022. https://crashstats.nhtsa.dot.gov/Api/Public/ViewPublication/813266externalicon.
Park, J., M. Abdel-Aty, and J. Lee. 2016. “Use of empirical and full Bayes before–after approaches to estimate the safety effects of roadside barriers with different crash conditions.” J. Saf. Res. 58 (Sep): 31–40. https://doi.org/10.1016/j.jsr.2016.06.002.
Park, J., M. Abdel-Aty, J. Lee, and C. Lee. 2015. “Developing crash modification functions to assess safety effects of adding bike lanes for urban arterials with different roadway and socio-economic characteristics.” Accid. Anal. Prev. 74 (Jan): 179–191. https://doi.org/10.1016/j.aap.2014.10.024.
Prato, C. G., S. Kaplan, A. Patrier, and T. K. Rasmussen. 2018. “Considering built environment and spatial correlation in modeling pedestrian injury severity.” Traffic Inj. Prev. 19 (1): 88–93. https://doi.org/10.1080/15389588.2017.1329535.
Ross, J., D. Serpico, and R. Lewis. 2011. Assessment of driver yielding rates pre- and post-RRFB installation. Publication FHWA-OR-RD 12-05. Bend, OR: Oregon Department of Transportation.
S4A. 2022. “Signal four analytics.” Accessed June 1, 2021. https://signal4analytics.com/.
Sacchi, E., T. Sayed, and K. El-Basyouny. 2014. “Collision modification functions: Incorporating changes over time.” Accid. Anal. Prev. 70 (Sep): 46–54. https://doi.org/10.1016/j.aap.2014.03.003.
Schultz, G. G., P. Galvez de Leon, S. K. F. Shahandashti, and R. Chamberlin. 2020. “Measuring compliance of driver yielding at enhanced pedestrian crossings in Utah.” Transp. Res. Rec. 2674 (5): 327–339. https://doi.org/10.1177/0361198120915466.
Schultz, G. G., D. J. Thurgood, A. N. Olsen, and C. S. Reese. 2011. “Analyzing raised median safety impacts using Bayesian methods.” Transp. Res. Rec. 2223 (1): 96–103. https://doi.org/10.3141/2223-12.
Shurbutt, J., and R. Van Houten. 2010. Effects of yellow rectangular rapid-flashing beacons on yielding at multilane uncontrolled crosswalks. Publication FHWA-HRT-10-043. Washington, DC: FHWA, US DOT.
SSOGIS. 2022. “FDOT State Safety Office ArcGIS Portal.” Accessed June 1, 2021. https://fdotewp1.dot.state.fl.us/ssogis/home.aspx.
Stapleton, S., T. Kirsch, T. J. Gates, and P. T. Savolainen. 2017. “Factors affecting driver yielding compliance on college campuses: An evaluation of 31 uncontrolled midblock crosswalks on low-speed roadways in Michigan.” Transpo. Res. Rec. 2661 (1): 95–102. https://doi.org/10.3141/2661-11.
Xie, K., K. Ozbay, A. Kurkcu, and H. Yang. 2017. “Analysis of traffic crashes involving pedestrians using big data: Investigation of contributing factors and identification of hotspots.” Risk Anal. 37 (8): 1459–1476. https://doi.org/10.1111/risa.12785.
Zegeer, C., et al. 2017. “Development of crash modification factors for uncontrolled pedestrian crossing treatments.” Transp. Res. Rec. 2636 (1): 1–8. https://doi.org/10.3141/2636-01.
Zheng, Y., L. Elefteriadou, T. Chase, B. Schroeder, and V. Sisiopiku. 2016. “Pedestrian traffic operations in urban networks.” Transp. Res. Procedia 15 (Jan): 137–149. https://doi.org/10.1016/j.trpro.2016.06.012.

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Go to Journal of Transportation Engineering, Part A: Systems
Journal of Transportation Engineering, Part A: Systems
Volume 149Issue 8August 2023

History

Received: May 4, 2022
Accepted: Feb 24, 2023
Published online: May 31, 2023
Published in print: Aug 1, 2023
Discussion open until: Oct 31, 2023

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Authors

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Postdoctoral Scholar, Dept. of Civil, Environment, and Construction Engineering, Univ. of Central Florida, Orlando, FL 32816 (corresponding author). ORCID: https://orcid.org/0000-0003-0113-3094. Email: [email protected]
P.E.
Pegasus Professor and Chair, Dept. of Civil, Environment, and Construction Engineering, Univ. of Central Florida, Orlando, FL 32816. ORCID: https://orcid.org/0000-0002-4838-1573. Email: [email protected]

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  • Investigating surrogate safety measures at midblock pedestrian crossings using multivariate models with roadside camera data, Accident Analysis & Prevention, 10.1016/j.aap.2023.107233, 192, (107233), (2023).

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