Skip to main content
Intended for healthcare professionals
Restricted access
Research article
First published online January 1, 2017

Preliminary Investigation of the Effectiveness of High-Visibility Crosswalks on Pedestrian Safety Using Crash Surrogates

Abstract

This paper, with the use of data from the SHRP 2 naturalistic driving study, provides a preliminary evaluation of the effectiveness of high-visibility crosswalks (HVCs) in improving pedestrian safety at un-controlled locations. This evaluation was accomplished by analyzing the driving behavior of SHRP 2 participants at three uncontrolled locations at the Erie County, New York, test site. In this context, crash surrogates (i.e., speed, acceleration, throttle pedal actuation, and brake application) were used to evaluate the participants’ driving behavior, primarily on the basis of data from before and after the HVC installation. The before–after analysis allowed the assessment of HVC effectiveness in driver behavior modification. Mixed logit and random parameters linear regression models were estimated, and panel effects and unobserved heterogeneity were accounted for. Several factors were explored and controlled for (e.g., vehicle and driver characteristics, roadside environment, weather conditions), and the preliminary exploratory results show that HVCs can improve pedestrian safety and positively modify driving behavior.

Get full access to this article

View all access and purchase options for this article.

References

1. NHTSA, 2015. Traffic Safety Facts, 2013 Data: Pedestrians. DOT HS 812 124. https://crashstats.nhtsa.dot.gov/Api/Public/ViewPublication/812124. Accessed July 18, 2016.
2. Centers for Disease Control and Prevention, 2015. Web-Based Injury Statistics Query and Reporting System (WISQARS). http://www.cdc.gov/injury/wisqars/index.html. Accessed July 18, 2016.
3. New York State Highway Safety Strategic Plan FFY 2015. www.nhtsa.gov/links/StateDocs/FY15/FY15HSPs/NY_FY15HSP.pdf. Accessed July 18, 2016.
4. Zegeer C. V., Steward J. R., Huang H. H., Lagerwey P. A., Feaganes J., and Campbell B. J. Safety Effects of Marked Versus Unmarked Crosswalks at Uncontrolled Locations. FHWA-HRT-04-100. FHWA, U.S. Department of Transportation, 2005.
5. Aziz H. A., Ukkusuri S. V., and Hasan S. Exploring the Determinants of Pedestrian–Vehicle Crash Severity in New York City. Accident Analysis and Prevention, Vol. 50, 2013, pp. 1298–1309. https://doi.org/10.1016/j.aap.2012.09.034.
6. Haleem K., Alluri P., and Gan A. Analyzing Pedestrian Crash Injury Severity at Signalized and Non-Signalized Locations. Accident Analysis and Prevention, Vol. 81, 2015, pp. 14–23. https://doi.org/10.1016/j.aap.2015.04.025.
7. Olszewski P., Szagala P., Wolański M., and Zielińska A. Pedestrian Fatality Risk in Accidents at Unsignalized Zebra Crosswalks in Poland. Accident Analysis and Prevention, Vol. 84, 2015, pp. 83–91. https://doi.org/10.1016/j.aap.2015.08.008.
8. Papadimitriou E., Yannis G., and Golias J. A Critical Assessment of Pedestrian Behaviour Models. Transportation Research Part F: Traffic Psychology and Behaviour, Vol. 12, No. 3, 2009, pp. 242–255. https://doi.org/10.1016/j.trf.2008.12.004.
9. Mitman M. F., Cooper D., and DuBose B. Driver and Pedestrian Behavior at Uncontrolled Crosswalks in Tahoe Basin Recreation Area of California. Transportation Research Record: Journal of the Transportation Research Board, No. 2198, 2010, pp. 23–31. https://doi.org/10.3141/2198-04.
10. Tefft B. C. Impact Speed and a Pedestrian’s Risk of Severe Injury or Death. Accident Analysis and Prevention, Vol. 50, 2013, pp. 871–878. https://doi.org/10.1016/j.aap.2012.07.022.
11. Kröyer H. R. G., Jonsson T., and Várhelyi A. Relative Fatality Risk Curve to Describe the Effect of Change in the Impact Speed on Fatality Risk of Pedestrians Struck by a Motor Vehicle. Accident Analysis and Prevention, Vol. 62, 2014, pp. 143–152. https://doi.org/10.1016/j.aap.2013.09.007.
12. Jurecki R. S., and Stanćzyk T. L. Driver Reaction Time to Lateral Entering Pedestrian in a Simulated Crash Traffic Situation. Transportation Research Part F: Traffic Psychology and Behaviour, Vol. 27, 2014, pp. 22–36. https://doi.org/10.1016/j.trf.2014.08.006.
13. McGrane A., and Mitman M. An Overview and Recommendations of High-Visibility Crosswalk Marking Styles. University of North Carolina, Highway Safety Research Center, Pedestrian and Bicycle Information, Chapel Hill, 2013. http://www.pedbikeinfo.org/cms/downloads/PBIC_WhitePaper_Crosswalks.pdf. Accessed July 19, 2016.
14. Dougald L. E. Effectiveness of a Rectangular Rapid-Flashing Beacon at a Midblock Crosswalk on a High-Speed Urban Collector. Transportation Research Record: Journal of the Transportation Research Board, No. 2562, 2016, pp. 36–44. https://doi.org/10.3141/2562-05.
15. Knoblauch R. L., and Raymond P. D. The Effect of Crosswalk Markings on Vehicle Speeds in Maryland, Virginia, and Arizona. FHWA-RD-00-101, FHWA, U.S. Department of Transportation, 2000.
16. Knoblauch R. L., Nitzburg M., and Seifert R. F. Pedestrian Crosswalk Case Studies: Sacramento, California; Richmond, Virginia; Buffalo, New York; Stillwater, Minnesota. FHA-RD-00-103. FHWA, U.S. Department of Transportation, 2001.
17. Mead J., Zeeger C., and Bushell M. Evaluation of Pedestrian-Related Roadway Measures: A Summary of Available Research. DTFH61-11-H-00024. University of North Carolina at Chapel Hill and FHWA, U.S. Department of Transportation, 2014. http://www.pedbikeinfo.org/cms/downloads/PedestrianLitReview_April2014.pdf. Accessed June 16, 2016.
18. Guo Y., Liu P., Liang Q., and Wang W. Effects of Parallelogram-Shaped Pavement Markings on Vehicle Speed and Safety of Pedestrian Crosswalks on Urban Roads in China. Accident Analysis and Prevention, Vol. 95, 2016, pp. 438–447. http://dx.doi.org/https://doi.org/10.1016/j.aap.2015.07.001.
19. Gómez R. A., Samuel S., Romoser M. R., Gerardino L. R., Knodler M., Collura J., and Fisher D. L. A Driving Simulator Evaluation of Road Markings and Symbolic Signs on Vehicle-Pedestrian Conflicts. Presented at Road Safety on Four Continents: 16th International Conference, Beijing, 2013.
20. Samuel S., Romoser M. R. E., Gerardino L. R., Hamid M., Gómez R. A., Knodler M. A. Jr., Collura J., and Fisher D. L. Effect of Advance Yield Markings and Symbolic Signs on Vehicle–Pedestrian Conflicts: Field Evaluation. Transportation Research Record: Journal of the Transportation Research Board, No. 2393, 2013, pp. 139–146. https://doi.org/10.3141/2393-16.
21. SHRP 2. Accelerating Solutions for Highway Safety, Renewal, Reliability, and Capacity. http://www.trb.org/AboutTRB/SHRP2.aspx. Accessed July 16, 2016.
22. Anderson I. B., and Krammes R. A. Speed Reduction as a Surrogate for Accident Experience at Horizontal Curves on Rural Two-Lane Highways. Transportation Research Record: Journal of the Transportation Research Board, No. 1701, 2000, pp. 86–94. https://doi.org/10.3141/1701-11.
23. Hadi M. A., and Thakkar J. Speed Differential as a Measure to Evaluate the Need for Right-Turn Deceleration Lanes at Unsignalized Intersections. Transportation Research Record: Journal of the Transportation Research Board, No. 1847, 2003, pp. 58–65. https://doi.org/10.3141/1847-08.
24. Guo F., Klauer S. G., Hankey J. M., and Dingus T. A. Near Crashes as Crash Surrogate for Naturalistic Driving Studies. Transportation Research Record: Journal of the Transportation Research Board, No. 2147, 2010, pp. 66–74. https://doi.org/10.3141/2147-09.
25. Tarko A. P., Anastasopoulos P. C., and Pérez-Zuriaga A. M. Can Education and Enforcement Affect Behavior of Car and Truck Drivers on Urban Freeways? Presented at 3rd International Conference on Road Safety and Simulation, Indianapolis, Ind., 2011.
26. Mohamed M. G., and Saunier N. Motion Prediction Methods for Surrogate Safety Analysis. Transportation Research Record: Journal of the Transportation Research Board, No. 2386, 2013, pp. 168–178. https://doi.org/10.3141/2386-19.
27. Wang C., and Stamatiadis N. Derivation of a New Surrogate Measure of Crash Severity. Transportation Research Record: Journal of the Transportation Research Board, No. 2432, 2014, pp. 37–45. https://doi.org/10.3141/2432-05.
28. Vedagiri P., and Killi D. V. Traffic Safety Evaluation of Uncontrolled Intersections Using Surrogate Safety Measures Under Mixed Traffic Conditions. Transportation Research Record: Journal of the Transportation Research Board, No. 2512, 2015, pp. 81–89. https://doi.org/10.3141/2512-10.
29. Anastasopoulos P. C., and Mannering F. L. The Effect of Speed Limits on Drivers’ Choice of Speed: A Random Parameters Seemingly Unrelated Equations Approach. Analytic Methods in Accident Research, Vol. 10, 2016, pp. 1–11. https://doi.org/10.1016/j.amar.2016.03.001.
30. Dougald L. E. Development of Guidelines for the Installation of Marked Crosswalks. Virginia Transportation Research Council, Charlottesville, Va., 2004.
31. Choi S., and Oh C. Proactive Strategy for Variable Speed Limit Operations on Freeways Under Foggy Weather Conditions. Transportation Research Record: Journal of the Transportation Research Board, No. 2551, 2016, pp. 29–36. https://doi.org/10.3141/2551-04.
32. Wu K.-F., and Jovanis P. P. Screening Naturalistic Driving Study Data for Safety-Critical Events. Transportation Research Record: Journal of the Transportation Research Board, No. 2386, 2013, pp. 137–146. https://doi.org/10.3141/2386-16.
33. Shankar V., Jovanis P. P., Aguero-Valverde J., and Gross F. Analysis of Naturalistic Driving Data: Prospective View on Methodological Paradigms. Transportation Research Record: Journal of the Transportation Research Board, No. 2061, 2008, pp. 1–8. https://doi.org/10.3141/2061-01.
34. Peesapati L. N., Hunter M., Rodgers M., and Guin A. A Profiling Based Approach to Safety Surrogate Data Collection. Presented at 3rd International Conference on Road Safety and Simulation, Indianapolis, Ind., 2011.
35. Tarko A., Davis G., Saunier N., Sayed T., and Washington S. Surrogate Measures of Safety. White paper. Subcommittee on Surrogate Measures of Safety, Committee on Safety Data, Evaluation, and Analysis, Transportation Research Board, Washington, D.C., 2009.
36. Shoarian-Sattari K., and Powell D. Measured Vehicle Flow Parameters as Predictors in Road Traffic Accident Studies. Traffic Engineering and Control, Vol. 28, No. 6, 1987, pp. 328–335.
37. Klauer S. G., Dingus T. A., Neale V. L., Sudweeks J. D., and Ramsey D. J. The Impact of Driver Inattention on Near-Crash/Crash Risk: An Analysis Using the 100-Car Naturalistic Driving Study Data. DOT HS 810 594. NHTSA, U.S. Department of Transportation, 2006.
38. Hamed M., and Mannering F. L. Modeling Travelers’ Post-Work Activity Involvement: Toward a New Methodology. Transportation Science, Vol. 27, No. 4, 1993, pp. 381–394. https://doi.org/10.1287/trsc.27.4.381.
39. Young R. K., and Liesman J. Estimating the Relationship Between Measured Wind Speed and Overturning Truck Crashes Using a Binary Logit Model. Accident Analysis and Prevention, Vol. 39, No. 3, 2007, pp. 574–580. https://doi.org/10.1016/j.aap.2006.10.002.
40. Sarwar M. T., Anastasopoulos P. C., Ukkusuri S. V., Murray-Tuite P., and Mannering F. L. A Statistical Analysis of the Dynamics of Household Hurricane-Evacuation Decisions. Transportation: Planning, Policy, Research, Practice, Vol. 43, No. 3, 2016, pp. 1–20. https://doi.org/10.1007/s11116-016-9722-6.
41. Train K. Halton Sequences for Mixed Logit. Department of Economics. University of California, Berkley, 1999.
42. Bhat C. Simulation Estimation of Mixed Discrete Choice Models Using Randomized and Scrambled Halton Sequences. Transportation Research Part B: Methodological, Vol. 37, No. 9, 2003, pp. 837–855. https://doi.org/10.1016/S0191-2615(02)00090-5.
43. Anastasopoulos P. C., and Mannering F. L. An Empirical Assessment of Fixed and Random Parameter Logit Models Using Crash- and Non-Crash-Specific Injury Data. Accident Analysis and Prevention, Vol. 43, No. 3, 2011, pp. 1140–1147. https://doi.org/10.1016/j.aap.2010.12.024.
44. Washington S., Karlaftis M. G., and Mannering F. L. Statistical and Econometric Methods for Transportation Data Analysis, 2nd ed. CRC Press, Boca Raton, Fla., 2011.
45. McFadden D. Econometric Models of Probabilistic Choice. In Structural Analysis of Discrete Data with Econometric Applications (Manski C. and McFadden D., eds.), MIT Press, Cambridge, Mass., 1981.
46. Anastasopoulos P. C., and Mannering F. L. A Note on Modeling Vehicle-Accident Frequencies with Random Parameter Count Models. Accident Analysis and Prevention, Vol. 41, No. 1, 2009, pp. 153–159. https://doi.org/10.1016/j.aap.2008.10.005.
47. Russo B., Savolainen P., Schneider W. IV, and Anastasopoulos P. C. Comparison of Factors Affecting Injury Severity in Angle Collisions by Fault Status Using a Random Parameters Bivariate Ordered Probit Model. Analytic Methods in Accident Research, Vol. 2, 2014, pp. 21–29. https://doi.org/10.1016/j.amar.2014.03.001.
48. Anastasopoulos P. C. Random Parameters Multivariate Tobit and Zero-Inflated Count Data Models: Addressing Unobserved and Zero-State Heterogeneity in Accident Injury-Severity Rate and Frequency Analysis. Analytic Methods in Accident Research, Vol. 11, 2016, pp. 17–32. https://doi.org/10.1016/j.amar.2016.06.001.
49. Milton J., Shankar V., and Mannering F. L. Highway Accident Severities and the Mixed Logit Model: An Exploratory Empirical Analysis. Accident Analysis and Prevention, Vol. 40, No. 1, 2008, pp. 260–266. https://doi.org/10.1016/j.aap.2007.06.006.
50. Anastasopoulos P. C., and Mannering F. L. Analysis of Pavement Overlay and Replacement Performance Using Random-Parameters Hazard-Based Duration Models. ASCE Journal of Infrastructure Systems, Vol. 21, No. 1, 2014, pp. 04014024 (1–13). https://doi.org/10.1061/(ASCE)IS.1943-555X.0000208.
51. Sarwar M. T., and Anastasopoulos P. C. Three-Stage Least Squares Analysis of Postrehabilitation Pavement Performance. Transportation Research Record: Journal of the Transportation Research Board, No. 2589, 2016, pp. 97–109. https://doi.org/10.3141/2589-11.
52. Anastasopoulos P. C., Sarwar M. T., and Shankar V. Safety-Oriented Pavement Performance Thresholds: Accounting for Unobserved Heterogeneity in a Multi-Objective Optimization and Goal Programming Approach. Analytic Methods in Accident Research, Vol. 12, 2016, pp. 35–47. https://doi.org/10.1016/j.amar.2016.10.001.
53. Anwaar A., Van Boxel D., Volovski M., Anastasopoulos P. C., Labi S., and Sinha K. C. Using Lagging Headways to Estimate Passenger Car Equivalents on Basic Freeway Sections. Journal of Transportation of the Institute of Transportation Engineers, Vol. 2, No. 1, 2011, pp. 1–17.
54. Sarwar M. T., and Anastasopoulos P. C. The Effect of Long Term Non-Evasive Pavement Deterioration on Accident Injury-Severity Rates: A Seemingly Unrelated and Multivariate Equations Approach. Analytic Methods in Accident Research, Vol. 13, 2017, pp. 1–15. https://doi.org/10.1016/j.amar.2016.10.003.

Cite article

Cite article

Cite article

OR

Download to reference manager

If you have citation software installed, you can download article citation data to the citation manager of your choice

Share options

Share

Share this article

Share with email
EMAIL ARTICLE LINK
Share on social media

Share access to this article

Sharing links are not relevant where the article is open access and not available if you do not have a subscription.

For more information view the Sage Journals article sharing page.

Information, rights and permissions

Information

Published In

Article first published online: January 1, 2017
Issue published: January 2017

Rights and permissions

© 2017 National Academy of Sciences.
Request permissions for this article.

Authors

Affiliations

M. Tawfiq Sarwar
Turner–Fairbank Highway Research Center, FHWA, U.S. Department of Transportation, 6300 Georgetown Pike, T-210, McLean, VA 22101
Grigorios Fountas
Room 204, Department of Civil, Structural, and Environmental Engineering and Engineering Statistics and Econometrics Application Research Laboratory, State University of New York at Buffalo, Ketter Hall, Buffalo, NY 14260
Courtney Bentley
Room 204B, Department of Civil, Structural, and Environmental Engineering and Engineering Statistics and Econometrics Application Research Laboratory, State University of New York at Buffalo, Ketter Hall, Buffalo, NY 14260
Panagiotis C. Anastasopoulos
Room 241, Department of Civil, Structural, and Environmental Engineering, Institute for Sustainable Transportation and Logistics, and Engineering Statistics and Econometrics Application Research Laboratory, State University of New York at Buffalo, Ketter Hall, Buffalo, NY 14260
Alan Blatt
Public Safety and Transportation Group, CUBRC, 4455 Genesee Street, Suite 106, Buffalo, NY 14225
John Pierowicz
Public Safety and Transportation Group, CUBRC, 4455 Genesee Street, Suite 106, Buffalo, NY 14225
Kevin Majka
Public Safety and Transportation Group, CUBRC, 4455 Genesee Street, Suite 106, Buffalo, NY 14225
Robert Limoges
New York State Department of Transportation, 50 Wolf Road, POD 5-2, Albany, NY 12232

Notes

M. T. Sarwar, [email protected].

Metrics and citations

Metrics

Journals metrics

This article was published in Transportation Research Record: Journal of the Transportation Research Board.

VIEW ALL JOURNAL METRICS

Article usage*

Total views and downloads: 194

*Article usage tracking started in December 2016


Altmetric

See the impact this article is making through the number of times it’s been read, and the Altmetric Score.
Learn more about the Altmetric Scores



Articles citing this one

Receive email alerts when this article is cited

Web of Science: 0

Crossref: 28

  1. Effective Trigger Speeds for Vehicle Activated Signs on 20 mph Roads i...
    Go to citation Crossref Google Scholar
  2. Evasive actions to prevent pedestrian collisions in varying space/time...
    Go to citation Crossref Google Scholar
  3. Exploring the Effect of Visibility Factors on Vehicle–Pedestrian Crash...
    Go to citation Crossref Google Scholar
  4. Analysis of traffic conflicts with right-turning vehicles at unsignali...
    Go to citation Crossref Google Scholar
  5. Assessing the Impact of 20 mph Speed Limits on Vehicle Speeds in Rural...
    Go to citation Crossref Google Scholar
  6. The sustained and generalized effects of multifaceted treatment on uns...
    Go to citation Crossref Google Scholar
  7. A Bayesian generalised extreme value model to estimate real-time pedes...
    Go to citation Crossref Google Scholar
  8. Accounting for unobserved heterogeneity and spatial instability in the...
    Go to citation Crossref Google Scholar
  9. Demographic and behavioural factors affecting public support for pedes...
    Go to citation Crossref Google Scholar
  10. Illusion of safety? Safety-related perceptions of pedestrians and car ...
    Go to citation Crossref Google Scholar
  11. Can automated driving prevent crashes with distracted Pedestrians? An ...
    Go to citation Crossref Google Scholar
  12. Analysis of pedestrian accident injury-severities at road junctions an...
    Go to citation Crossref Google Scholar
  13. Global lessons learned from naturalistic driving studies to advance tr...
    Go to citation Crossref Google Scholar
  14. Do high visibility crosswalks improve pedestrian safety? A correlated ...
    Go to citation Crossref Google Scholar
  15. Observational-based study to explore pedestrian crossing behaviors at ...
    Go to citation Crossref Google Scholar
  16. Modeling Road Safety in Car-Dependent Cities: Case of Jeddah City, Sau...
    Go to citation Crossref Google Scholar
  17. A stop safety index to address pedestrian safety around bus stops
    Go to citation Crossref Google Scholar
  18. Pedestrian safety assessment in the area of tram stops
    Go to citation Crossref Google Scholar
  19. Real-Time Seismic Damage Assessment of Various Bridge Types Using a No...
    Go to citation Crossref Google Scholar
  20. Do High Visibility Enforcement programs affect aggressive driving beha...
    Go to citation Crossref Google Scholar
  21. A novel skateboarder-related near-crash identification method with roa...
    Go to citation Crossref Google Scholar
  22. An exploratory investigation of public perceptions towards safety and ...
    Go to citation Crossref Google Scholar
  23. A preliminary investigation of the effectiveness of high visibility en...
    Go to citation Crossref Google Scholar
  24. The effects of roadway and built environment characteristics on pedest...
    Go to citation Crossref Google Scholar
  25. Impacts of internal migration, household registration system, and fami...
    Go to citation Crossref Google Scholar
  26. Analysis of vehicle accident-injury severities: A comparison of segmen...
    Go to citation Crossref Google Scholar
  27. Analysis of accident injury-severities using a correlated random param...
    Go to citation Crossref Google Scholar
  28. Simultaneous estimation of discrete outcome and continuous dependent v...
    Go to citation Crossref Google Scholar

Figures and tables

Figures & Media

Tables

View Options

Get access

Access options

If you have access to journal content via a personal subscription, university, library, employer or society, select from the options below:


Alternatively, view purchase options below:

Purchase 24 hour online access to view and download content.

Access journal content via a DeepDyve subscription or find out more about this option.

View options

PDF/ePub

View PDF/ePub