Technical Papers
Dec 28, 2021

Comparing the New Double Contraflow Intersection to Conventional and Alternative Intersections

Publication: Journal of Transportation Engineering, Part A: Systems
Volume 148, Issue 3

Abstract

This paper introduced a new intersection design, the double contraflow intersection (DCI), that could help at big, busy suburban sites, and explored how well it would work. The DCI uses contraflow left turn lanes on each approach to minimize the conflicting traffic flows. The DCI has the potential to provide slightly better capacity than the continuous flow intersection (CFI) and median U-turn (MUT), and much better capacity than a comparable conventional intersection, while mitigating some of the known limitations of the CFI and MUT. Our results showed that the DCI was generally superior to the CFI, MUT, and conventional designs in capacity and travel time. The DCI likely looks about as safe as the conventional and CFI designs, and is as good in through progression as the CFI. The DCI looks to be generally behind the MUT in pedestrian service, and behind the CFI in bicyclist service, but not by much in either case. The DCI looks to be generally behind the conventional design, but better than the CFI, in driveway service and right-of-way needed. In sum, the DCI looks like it could have a future in helping relieve traffic congestion at some suburban intersections and deserves attention from researchers and project teams.

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Data Availability Statement

Some data and models that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors thank their employers for providing the time to develop this idea and work on this manuscript. The views and opinions in this paper are those of the authors and do not necessarily represent those of the North Carolina Department of Transportation or the University of Mississippi.

References

Abdelrahman, A., M. Abdel-Aty, J. Lee, L. Yue, and M. Al-Omari. 2020. “Safety analysis of displaced left-turn intersections.” In Proc., Poster presented at the Transportation Research Board Annual Meeting. Washington, DC: Transportation Research Board.
Fan, R., H. Yu, P. Liu, and W. Wang. 2013. “Using VISSIM simulation model and surrogate safety assessment model for estimating field measured traffic conflicts at freeway merge areas.” IET Intell. Transp. Syst. 7 (1): 68–77. https://doi.org/10.1049/iet-its.2011.0232.
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 (Jan): 1014–1024. https://doi.org/10.1016/j.aap.2012.08.018.
Hummer, J. E. 2020. “Transportation research record 2679.” In Moving beyond CAP-X to combinations of alternative intersections that might be worth further investigation. Washington, DC: Transportation Research Board.
Jenior, P., P. Haas, A. Butsick, and B. Ray. 2018. Capacity analysis for planning of junctions (CAP-X) tool user manual. Washington, DC: Federal Highway Administration.
Lee, T., R. T. Chase, C. M. Cunningham, and S. Warchol. 2020. “Movement-based safety performance functions for signalized intersections.” In Proc., Transportation Research Board Annual Meeting. Washington, DC: Transportation Research Board.
Miller, N. C., and J. E. Vargas. 1999. The Echelon Interchange. Washington, DC: ITE Journal on the Web.
Molan, A. M., and J. E. Hummer. 2018. “Travel time evaluation of synchronized and milwaukee B as new interchange designs.” J. Transp. Eng. Part A Syst. 144 (2): 04017074. https://doi.org/10.1061/JTEPBS.0000107.
Molan, A. M., and J. E. Hummer. 2019. “Transportation research record 2679.” In Introducing the super DDI as a promising alternative service interchange. Washington, DC: Transportation Research Board.
Molan, A. M., and J. E. Hummer. 2020. “Transportation Research Record 2674.” In Improving traffic operations at service interchanges using the new offset diamond design. Washington, DC: Transportation Research Board.
Molan, A. M., and J. E. Hummer. 2021. “Proposing the new parclo progressA design as a substitute for the conventional partial cloverleaf a interchanges.” Int. J. Model. Simul. 41 (4): 284–298. https://doi.org/10.1080/02286203.2020.1738979.
NCDOT (North Carolina DOT). 2020. “Roadway signing and marking of unconventional grade separated intersection designs.” Accessed May 1, 2020. https://connect.ncdot.gov/projects/research/pages/ProjDetails.aspx?ProjectID=2019-26.
Reid, J., L. Sutherland, B. Ray, A. Daleiden, P. Jenior, and J. Knudsen. 2014. Median U-turn informational guide. Washington, DC: Federal Highway Administration.
Reid, J. D., and J. E. Hummer. 2019. Quadrant Roadway Intersection Informational Guide. Washington, DC: Federal Highway Administration.
Riniker, K. 2009. “The folded interchange: An unconventional design for the 495 reconstruction of cloverleaf interchanges.” In Proc., ITE Technical Conf. and Exhibit. Washington, DC: Institute of Transportation Engineers.
Schroeder, B. J., L. Rodegerdts, Z. Bugg, P. Jenior, S. Warchol, M. Alston, A. Haire, J. Barlow, and G. Chlewicki. 2021. Guide for pedestrian and bicyclist safety at alternative and other intersections and interchanges. Washington, DC: Transportation Research Board.
Shahdah, U., F. Saccomanno, and B. Persaud. 2014. “Integrated traffic conflict model for estimating crash modification factors.” Accid. Anal. Prev. 71 (Oct): 228–235. https://doi.org/10.1016/j.aap.2014.05.019.
Steyn, H., Z. Bugg, B. Ray, A. Daleiden, P. Jenior, and J. Knudsen. 2014. Displaced left turn informational guide. Washington, DC: Federal Highway Administration.
VDOT (Virginia DOT). 2020. “VDOT junction screening tool—VJuST.” Accessed July 21, 2020. http://www.virginiadot.org/innovativeintersections/.
Yahl, M. E. 2013. “Safety effects of continuous flow intersections.” M.S. thesis, Dept. of Civil Engineering, North Carolina State Univ.
Zlatkovic, M. 2015. Development of performance matrices for evaluating innovative intersections and interchanges. Taylorsville, UT: Utah DOT.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering, Part A: Systems
Journal of Transportation Engineering, Part A: Systems
Volume 148Issue 3March 2022

History

Received: Apr 5, 2021
Accepted: Nov 8, 2021
Published online: Dec 28, 2021
Published in print: Mar 1, 2022
Discussion open until: May 28, 2022

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Authors

Affiliations

State Traffic Management Engineer, North Carolina Dept. of Transportation 1561 Mail Service Center, Mobility and Safety Division, Raleigh, NC 27699-1561 (corresponding author). ORCID: https://orcid.org/0000-0003-3598-5818. Email: [email protected]
P.E.
Assistant Professor, Dept. of Civil Engineering, Univ. of Mississippi, 206 Carrier Hall, University, Oxford, MS 38677. ORCID: https://orcid.org/0000-0002-8540-1174. Email: [email protected]

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Cited by

  • Introducing the concept of alternative intersections with three-phase traffic signals, Transportation Letters, 10.1080/19427867.2024.2334101, (1-14), (2024).
  • Modeling the performance of restricted crossing U-turn intersections including the effects of connected and autonomous vehicles: a case study in California, Canadian Journal of Civil Engineering, 10.1139/cjce-2022-0098, 50, 7, (560-570), (2023).
  • Surrogate safety assessment of super DDI design: A case study in Denver, Colorado, Journal of Transportation Safety & Security, 10.1080/19439962.2022.2054038, 15, 3, (265-290), (2022).
  • Evaluating Traffic Operation and Safety of a New Interchange Design in Comparison to System Cloverleaf Interchanges, International Conference on Transportation and Development 2022, 10.1061/9780784484333.025, (277-286), (2022).

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