Capacity Analysis Framework for Freeway Ramp Weaves
Publication: Journal of Transportation Engineering, Part A: Systems
Volume 147, Issue 12
Abstract
The Highway Capacity Manual 6th Edition (HCM6) provides methods for evaluating freeway segments and facilities, including weaving segments. Recent research has cast doubt on the validity of some elements of the HCM6 weaving methodology. The core objectives of this research were to identify, document, and address key deficiencies in the current HCM6 weaving method through an improved modeling framework and its calibration. This new framework starts with the basic freeway segment speed model and incorporates a speed impedance factor that represents the effect of weaving turbulence. This approach proved to be simpler and more accurate than the current HCM6 models when tested with field measurements. The speed and capacity prediction models were developed for ramp weaves, avoiding the use of intermediate models to predict the number of lane changes and speeds by weaving maneuvers. The study found that the new speed prediction model is more accurate, while the HCM6 model underestimates the speed within the weaving section compared to field data. A sensitivity analysis showed that the new speed and capacity models behaved properly to changes in segment length, weaving flows, and overall demand. The proposed framework is applicable to the analysis of merge and diverge segments and can ensure continuity in predicting the operational performance across different freeway segment types.
Get full access to this article
View all available purchase options and get full access to this article.
Data Availability Statement
Some or all data, models, or code generated or used during the study are available from the corresponding author by request.
Acknowledgments
This material is based upon work supported by the regional Southeastern Transportation Research and Innovation, Development and Education (STRIDE) center project (69A3551747104). Assessing and addressing deficiencies in the HCM weaving segment analyses.
References
Ahmed, I., D. Xu, N. Rouphail, and A. Karr. 2019. “Lane change rates at freeway weaving sites: Trends in HCM6 and from NGSIM trajectories.” Transp. Res. Rec. 2673 (5): 627–636. https://doi.org/10.1177/0361198119841281.
Cassidy, M., P. Chan, B. Robinson, and A. D. May. 1990. A proposed analytical technique for the design and analysis of major freeway weaving sections.. Washington, DC: Federal Highway Administration.
Cassidy, M. J., and A. D. May. 1991. “Proposed analytical technique for estimating capacity and level of service of major freeway weaving sections.” Transp. Res. Rec. 1320: 99–109.
Fazio, J. 1985. “Development and testing of a weaving operational design and analysis procedures.” Master’s thesis, Dept. of Civil Engineering, Univ. of Illinois at Chicago.
Fazio, J., J. Holden, and N. M. Rouphail. 1993. “Use of freeway conflict rates as an alternative to crash rates in weaving section safety analyses.” Transp. Res. Rec. 1401: 61–69.
Kondyli, A., B. S. George, L. Elefteriadou, and G. Bonyani. 2017. “Defining, measuring, and modeling capacity for the highway capacity manual.” J. Transp. Eng. Part A: Syst. 143 (3): 04016014. https://doi.org/10.1061/JTEPBS.0000017.
Lertworawanich, P. 2003. “Capacity estimation for weaving areas based on gap acceptance and linear optimization.” Ph.D. dissertation, Dept. of Civil and Environmental Engineering, Pennsylvania State Univ.
Lertworawanich, P., and L. Elefteriadou. 2001. “Capacity estimations for type B weaving areas based on gap acceptance.” Transp. Res. Rec. 1776 (1): 24–34. https://doi.org/10.3141/1776-04.
Lertworawanich, P., and L. Elefteriadou. 2003. “A methodology for estimating capacity at ramp weaves based on gap acceptance and linear optimization.” Transp. Res. Part B: Methodol. 37 (5): 459–483. https://doi.org/10.1016/S0191-2615(02)00024-3.
Lertworawanich, P., and L. Elefteriadou. 2007. “Generalized capacity estimation model for weaving areas.” J. Transp. Eng. 133 (3): 166–179. https://doi.org/10.1061/(ASCE)0733-947X(2007)133:3(166).
Moskowitz, K., and L. Newman. 1962. Notes on freeway capacity. Sacramento, CA: California Division of Highways.
Normann, O. K. 1957. “Operation of weaving areas.” Highway Res. Board Bull. 167: 38–41.
Ostrom, B., L. Leiman, and A. D. May. 1993. “Suggested procedures for analyzing freeway weaving sections.” Transp. Res. Rec. 1398: 42–48.
Reilly, W. R. 1984. Weaving analysis procedures for the new highway capacity manual. Washington, DC: Federal Highway Administration, Offices of Research & Development, Traffic.
Roess, R., and J. Uliero. 2008. Analysis of freeway weaving sections.. Brooklyn, NY: Transportation Research Institute, Polytechnic Univ.
Skabardonis, A., and A. M. Kim. 2010. Weaving analysis, evaluation and refinement., 70. Berkeley, CA: Univ. of California.
Skabardonis, A., and M. Mauch. 2015. “Evaluation of methodologies for analyzing freeway ramp weaving.” Transp. Res. Rec. 2483 (1): 130–139. https://doi.org/10.3141/2483-15.
Skabardonis, A., F. Papadimitriou, B. Halkias, and P. Kopelias. 2016. “Operational analyses of freeway off-ramp bottlenecks.” Transp. Res. Procedia 15: 573–582. https://doi.org/10.1016/j.trpro.2016.06.048.
Transportation Research Board. 1980. Interim materials on highway capacity, circular 212. Washington, DC: Transportation Research Board.
Transportation Research Board. 2000. Highway capacity manual 2000. Washington, DC: Transportation Research Board, National Research Council.
Transportation Research Board. 2010. Highway capacity manual. Washington, DC: Transportation Research Board.
Transportation Research Board. 2016. Highway capacity manual. 6th ed. Washington DC: Transportation Research Board.
Transportation Research Board, National Research Council. 1985. Special report 209: Highway capacity manual. Washington, DC: Transportation Research Board, National Research Council.
US National Research Council and Highway Research Board Committee on Highway Capacity. 1950. Highway capacity manual: Practical applications of research. Washington, DC: US Dept. of Commerce, Bureau of Public Roads.
US National Research Council and Highway Research Board Committee on Highway Capacity. 1965. Highway capacity manual, 1965. Washington, DC: Highway Research Board of the Division of Engineering and Industrial.
Windover, J. R., and A. D. May. 1994. “Revisions to level D methodology of analyzing freeway ramp weaving sections.” Transp. Res. Rec. 1457: 43–49.
Xu, D., N. M. Rouphail, B. Aghdashi, I. Ahmed, and L. Elefteriadou. 2020. “Modeling framework for capacity analysis of freeway segments: Application to ramp weaves.” Transp. Res. Rec. 2674 (1): 148–159. https://doi.org/10.1177/0361198119900157.
Zhou, C., J. Rong, S. Wang, and X. Feng. 2015. “An assessment research on the predicted model of weaving speed in the 2010 HCM.” In Proc., TRB 94th Annual Meeting Compendium of Papers. Washington, DC: Transportation Research Board.
Information & Authors
Information
Published In
Copyright
© 2021 American Society of Civil Engineers.
History
Received: Nov 9, 2020
Accepted: Jul 7, 2021
Published online: Sep 23, 2021
Published in print: Dec 1, 2021
Discussion open until: Feb 23, 2022
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
Cited by
- Lily Elefteriadou, Lily Elefteriadou, Freeways, An Introduction to Traffic Flow Theory, 10.1007/978-3-031-54030-1_9, (207-237), (2024).
- Rajesh Chouhan, Ashish Dhamaniya, Investigating the dynamics of speed and acceleration at merging and diverging sections using UAV based trajectory data, International Journal of Transportation Science and Technology, 10.1016/j.ijtst.2023.08.007, (2023).