Technical Papers
Aug 23, 2018

Safety Analysis of Access Zone Design for Managed Toll Lanes on Freeways

Publication: Journal of Transportation Engineering, Part A: Systems
Volume 144, Issue 11

Abstract

On freeways, managed lanes (MLs) have emerged as an effective dynamic traffic management strategy. MLs have been successfully implemented as an important facility in improving traffic mobility and generating revenue for transportation agencies. In this study, scenarios were built and tested in microsimulation to specify the safest accessibility level and decide on the safe weaving length near access zones. The findings indicated that the conflict rate on MLs was 48% and 11% lower than that of general purpose lanes (GPLs) in the peak and the off-peak periods, respectively. A log-linear model was developed with estimation of odds multipliers for the conflict frequency analysis. The results suggested that one accessibility level was the safest option in the 14.5-km (9-mi) corridor. The length of 305 m (1,000 ft) per lane change was shown to be the safest weaving length near access zones. Additionally, a weaving length of 183 m (600 ft) per lane change was not recommended. The findings of this study represent a further step toward improving access design of MLs.

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Acknowledgments

This research was supported by the U.S. Department of Transportation, Research, and Innovative Technology Administration, Award No. DTRT13-G-UTC53 (SAFER-SIM). Also, we acknowledge the support of the fourth author (Ling Wang) of the National Natural Science Foundation of China (No. 51722809).

References

AASHTO. 2011. A policy on geometric design of highways and streets. Washington, DC: AASHTO.
Abdel-Aty, M., C. Chen, and J. Schott. 1998. “An assessment of the effect of driver age on traffic accident involvement using log-linear models.” Accid. Anal. Prev. 30 (6): 851–861. https://doi.org/10.1016/S0001-4575(98)00038-4.
Abdel-Aty, M., and L. Wang. 2017. “Implementation of variable speed limits to improve safety of congested expressway weaving segments in microsimulation.” Transp. Res. Procedia 27: 577–584. https://doi.org/10.1016/j.trpro.2017.12.061.
Abuzwidah, M., and M. Abdel-Aty. 2017. “Effects of using high occupancy vehicle lanes on safety performance of freeways.” In Proc., Transportation Research Board 96th Annual Meeting, ANB25 Standing Committee on Highway Safety Performance. Washington, DC: Transportation Research Board.
Al-Ghandour, M., B. Schroeder, B. Williams, and W. Rasdorf. 2011. “Conflict models for single-lane roundabout slip lanes from microsimulation: Development and validation.” Transp. Res. Rec. 2236 (1): 92–101. https://doi.org/10.3141/2236-11.
Archer, J. 2005. “Methods for the assessment and prediction of traffic safety at urban intersections and their application in micro-simulation modeling.” Ph.D. thesis, Dept. of Infrastructure, Royal Institute of Technology.
Archer, J., and I. Kosonen. 2002. “The potential of micro-simulation modeling in relation to traffic safety assessment.” In Proc., ESS Conf. Hamburg, Germany.
ATKINS. 2017. “The road less traveled.” Accessed May 9, 2017. http://www.atkinsglobal.com/en-GB/angles/all-angles/the-road-less-travelled.
Bhouri, N., H. Haj-Salem, and J. Kauppila. 2013. “Isolated versus coordinated ramp metering: Field evaluation results of travel time reliability and traffic impact.” Transp. Res. Part C: Emerging Technol. 28: 155–167. https://doi.org/10.1016/j.trc.2011.11.001.
Burgess, C. 2006. HOT lane buffer and mid-point access design review report. Olympia, WA: Washington State Dept. of Transportation.
Cai, Q., M. Saad, M. Abdel-Aty, J. Yuan, and J. Lee. 2018. “Safety impact of weaving distance on freeway facilities with managed lanes using both microscopic traffic and driving simulations.” Transp. Res. Rec., in press. https://doi.org/10.1177/0361198118780884.
Caliendo, C., and M. Guida. 2012. “Microsimulation approach for predicting crashes at unsignalized intersections using traffic conflicts.” J. Transp. Eng. 138 (12): 1453–1467. https://doi.org/10.1061/(ASCE)TE.1943-5436.0000473.
Caltrans. 2011. Updated managed lane design: Traffic operations policy directive 11-02. Sacramento, CA: Caltrans.
Chu, L., and X. Yang. 2003. “Optimization of the ALINEA ramp-metering control using genetic algorithm with micro-simulation.” In Proc., Transportation Research Board 82nd Annual Meeting. Washington, DC: Transportation Research Board.
Dowling, R., A. Skabardonis, and V. Alexiadis. 2004. Traffic analysis toolbox volume III: Guidelines for applying traffic microsimulation modeling software. Washington, DC: Federal Highway Administration.
El-Basyouny, K., and T. Sayed. 2013. “Safety performance functions using traffic conflicts.” Saf. Sci. 51 (1): 160–164. https://doi.org/10.1016/j.ssci.2012.04.015.
Ely, J. 2013. “HNTB: Priced managed lanes in America.” Accessed May 28, 2017. http://www.fsutmsonline.net/images/uploads/08_Priced_Managed_Lanes_National_Overview_-_Jim_Ely.pdf.
FDOT (Florida Department of Transportation). 2002. Project traffic forecasting handbook. New York: Wiley.
FHWA (Federal Highway Administration). 2017. “Freeway management program.” Accessed May 20. https://ops.fhwa.dot.gov/freewaymgmt/managed_lanes.htm.
Fitzpatrick, K., M. A. Brewer, S. Chrysler, N. Wood, B. Kuhn, G. Goodin, C. Fuhs, D. Ungemah, B. Perez, and V. Dewey. 2017. Guidelines for implementing managed lanes. Washington, DC: AASHTO.
Fuhs, C. A. 1990. High-occupancy vehicle facilities: A planning, design, and operation manual. New York: Parsons-Brinkerhoff.
Gettman, D., L. Pu, T. Sayed, and S. G. Shelby. 2008. Surrogate safety assessment model and validation. Final Rep. Washington, DC: US Dept. of Transportation.
Huang, F., P. Liu, H. Yu, and W. Wang. 2013. “Identifying if VISSIM simulation model and SSAM provide reasonable estimates for field measured traffic conflicts at signalized intersections.” Accid. Anal. Prev. 50: 1014–1024. https://doi.org/10.1016/j.aap.2012.08.018.
Jang, K., K. Chung, D. Ragland, and C.-Y. Chan. 2009. “Safety performance of high-occupancy-vehicle facilities: Evaluation of HOV lane configurations in California.” Transp. Res. Rec. 2099 (1): 132–140. https://doi.org/10.3141/2099-15.
Jin, X., M. S. Hossan, and H. Asgari. 2015. Investigating the value of time and value of reliability for managed lanes. Miami: FDOT.
Jolovic, D., and A. Stevanovic. 2012. “Evaluation of VISSIM and FREEVAL to assess an oversaturated freeway weaving segment.” In Proc., Transportation Research Board 92nd Annual Meeting. Washington, DC: Transportation Research Board.
Joseph, R. 2013. Managed lanes case studies-a companion to the preliminary investigation-impacts of increasing vehicle-occupancy requirements on HOV/HOT Lanes. Sacramento, CA: Caltrans Division of Research and Innovation.
Koppula, N. 2002. “A comparative analysis of weaving areas in HCM, TRANSIMS, CORSIM, VISSIM and integration.” Ph.D. dissertation, Virginia Polytechnic Institute.
Kuhn, B. 2010. Efficient use of highway capacity summary: Report to congress. College Station, TX: Texas Transportation Institute.
Nevada Department of Transportation, Planning Division, Safety Engineering Section. 2014. Managed lanes and ramp metering. Part 3: Design manual. Carson City, NV: Nevada Dept. of Transportation.
Nezamuddin, N., N. Jiang, T. Zhang, S. T. Waller, and D. Sun. 2011. Traffic operations and safety benefits of active traffic strategies on TXDOT freeways. Washington, DC: US Dept. of Transportation.
Perez, B. G., C. Fuhs, C. Gants, R. Giordano, and D. H. Ungemah. 2012. Priced managed lane guide. Washington, DC: US Dept. of Transportation.
Perkins, S. R., and J. L. Harris. 1968. "Traffic conflict characteristics—Accident potential at intersections." In Proc., Committee on Traffic Safety and Presented at the 47th Annual Meeting. Warren, MI: General Motors Corporation.
Rahman, M. S., and M. Abdel-Aty. 2018. “Longitudinal safety evaluation of connected vehicles’ platooning on expressways.” Accid. Anal. Prevent. 117: 381–391. https://doi.org/10.1016/j.aap.2017.12.012.
Rahman, M. S., M. Abdel-Aty, L. Wang, and J. Lee. 2018. “Understanding the highway safety benefits of different approaches of connected vehicles in reduced visibility conditions.” Transp. Res. Rec. 0361198118776113. https://doi.org/10.1177/0361198118776113.
Ray, B. L., J. Schoen, P. Jenior, J. Knudsen, R. J. Porter, J. P. Leisch, J. Mason, and R. Roess 2011. Guidelines for ramp and interchange spacing. Washington, DC: Transportation Research Board.
Roach, D., E. Christofa, and M. A. Knodler. 2015. “Evaluating the applicability of SSAM for modeling the safety of roundabouts.” In Proc., Transportation Research Board 94th Annual Meeting. Washington, DC: Transportation Research Board.
Saad, M. 2016. “Analysis of driving behavior at expressway toll plazas using driving simulator.” Master’s thesis, Dept. of Civil, Environmental and Construction Engineering, Univ. of Central Florida. http://stars.library.ucf.edu/etd/5237/.
Saad, M., M. Abdel-Aty, and J. Lee. 2018. “Analysis of driving behavior at expressway toll plazas.” Transp. Res. Part F Traffic Psychol. Behav., in press. https://doi.org/10.1016/j.trf.2017.12.008.
Sacchi, E., and T. Sayed. 2016. “Bayesian estimation of conflict-based safety performance functions.” J. Transp. Saf. Secur. 8 (3): 266–279. https://doi.org/10.1080/19439962.2015.1030807.
Sajjadi, S., and A. Kondyli. 2017. “Macroscopic and microscopic analyses of managed lanes on freeway facilities in South Florida.” J. Traffic Transp. Eng. 4 (1): 61–70. https://doi.org/10.1016/j.jtte.2016.12.002.
Saleem, T., B. Persaud, A. Shalaby, and A. Ariza. 2014. “Can microsimulation be used to estimate intersection safety? Case studies using VISSIM and Paramics.” Transp. Res. Rec. 2432 (1): 142–148. https://doi.org/10.3141/2432-17.
Saulino, G., B. Persaud, and M. Bassani. 2015. “Calibration and application of crash prediction models for safety assessment of roundabouts based on simulated conflicts.” In Proc., Transportation Research Board 94th Annual Meeting. Washington, DC: Transportation Research Board.
Sayed, T., and S. Zein. 1999. “Traffic conflict standards for intersections.” Transp. Plann. Technol. 22 (4): 309–323. https://doi.org/10.1080/03081069908717634.
Shahdah, U., F. Saccomanno, and B. Persaud. 2014. “Integrated traffic conflict model for estimating crash modification factors.” Accid. Anal. Prevent. 71: 228–235. https://doi.org/10.1016/j.aap.2014.05.019.
Shalaby, A., B. Abdulhai, and J. Lee. 2003. “Assessment of streetcar transit priority options using microsimulation modelling.” Can. J. Civ. Eng. 30 (6): 1000–1009. https://doi.org/10.1139/l03-010.
Tageldin, A., T. Sayed, and X. Wang. 2015. “Can time proximity measures be used as safety indicators in all driving cultures? Case study of motorcycle safety in China.” Transp. Res. Rec. 2520: 165–174. https://doi.org/10.3141/2520-19.
US Census American Community Survey’s (ACS) for Miami-Dade. 2015. Official statistics for the population. Suitland, MD: US Census Bureau.
Van Der Horst, A. R. A., M. de Goede, S. de Hair-Buijssen, and R. Methorst. 2014. “Traffic conflicts on bicycle paths: A systematic observation of behaviour from video.” Accid. Anal. Prevent. 62: 358–368. https://doi.org/10.1016/j.aap.2013.04.005.
Venglar, S., D. Fenno, S. Goel, and P. Schrader. 2002. Managed lanes-traffic modeling. College Station, TX: Texas A&M Univ. System.
Vitale, A., V. Gallelli, G. Guido, and D. C. Festa. 2017. The effect of the calibration process in the comparison of simulated and observed rear-end conflicts at roundabouts. In Proc., Transportation Research Record: 96th Annual Meeting, Committee ANB75 Standing Committee on Roundabouts. Washington, DC: Transportation Research Record.
Wang, L., M. Abdel-Aty, and J. Lee. 2017. “Implementation of active traffic management strategies for safety of a congested expressway weaving segment.” In Vol. 2635 of Proc., Transportation Research Board 96th Annual Meeting. Washington, DC: Transportation Research Board.
Wei, N. I., and M. A. Wanjing. 2013. “Simulation-based study on a lane assignment approach for freeway weaving section.” Proc. Soc. Behav. Sci. 96: 528–537. https://doi.org/10.1016/j.sbspro.2013.08.062.
Williams, J. C., S. P. Mattingly, and C. Yang. 2010. Assessment and validation of managed lanes weaving and access guidelines. Washington, DC: Federal Highway Administration.
Wu, Y. 2017. “Improving safety under reduced visibility based on multiple countermeasures and approaches including connected vehicles.” Ph.D. dissertation, Dept. of Civil, Environmental and Construction Engineering, Univ. of Central Florida. http://stars.library.ucf.edu/etd/5673/.
Yang, C., C. Shao, and L. Liu. 2012. “Study on capacity of urban expressway weaving segments.” Proc. Soc. Behav. Sci. 43: 148–156. https://doi.org/10.1016/j.sbspro.2012.04.087.
Yu, R., and M. Abdel-Aty. 2014. “An optimal variable speed limits system to ameliorate traffic safety risk.” Transp. Res. Part C: Emerging Technol. 46: 235–246. https://doi.org/10.1016/j.trc.2014.05.016.
Zhizhou, W., S. Jian, and Y. Xiaoguang. 2005. “Calibration of VISSIM for Shanghai expressway using genetic algorithm.” In Proc., 2005 Winter Simulation Conf. Piscataway, NJ: IEEE.

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Go to Journal of Transportation Engineering, Part A: Systems
Journal of Transportation Engineering, Part A: Systems
Volume 144Issue 11November 2018

History

Received: Nov 2, 2017
Accepted: May 29, 2018
Published online: Aug 23, 2018
Published in print: Nov 1, 2018
Discussion open until: Jan 23, 2019

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Ph.D. Candidate, Dept. of Civil, Environmental and Construction Engineering, Univ. of Central Florida, 12800 Pegasus Dr., Orlando, FL 32816 (corresponding author). Email: [email protected]
Mohamed Abdel-Aty, Ph.D., F.ASCE [email protected]
P.E.
Professor and Chair, Dept. of Civil, Environmental and Construction Engineering, Univ. of Central Florida, Orlando, FL 32816. Email: [email protected]
Jaeyoung Lee, Ph.D., M.ASCE [email protected]
Assistant Professor and Safety Program Director, Dept. of Civil, Environmental and Construction Engineering, Univ. of Central Florida, Orlando, FL 32816. Email: [email protected]
Ling Wang, Ph.D. [email protected]
Assistant Professor, College of Transportation Engineering, Tongji Univ., No. 4800 Caoan Rd., Shanghai 201804, China; Postdoctoral Associate, Dept. of Civil, Environmental and Construction Engineering, Univ. of Central Florida, Orlando, FL 32816. Email: [email protected]

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