Developing a Model for Estimating Weaving and Non-Weaving Speed within Highways Weaving Segments (Tehran)

Document Type : Research Paper

Authors

1 Associate Professor, Department of Industrial Engineering, Iran University of Science and Technology.

2 MSc Student, Department of Industrial Engineering, Iran University of Science and Technology

Abstract

In weaving section due to a strong need for lane changing, a type of turbulence is created in traffic flow; so, the speed
and the capacity of the weaving section decreases. Therefore, investigation of the weaving section is very important.
However, due to shortage of the manual for urban principal arterials (highways), calibration of these models is necessary.
One of these models that are used to evaluate the level of service of the weaving sections is speed model which
will be developed in this paper. Thus, data of the lane-changing rates and travel time (speed) have been collected in
9 principal arterials of Tehran. Then, two models for estimating of weaving and non-weaving speed are developed.
Validations also confirm the accuracy of the developed models. Exploration of these developed models reveals that
speed decreases by increasing the weaving intensity. In addition, Comparison of the developed models and HCM 2010
for similar condition shows that the developed models estimate more than the HCM 2010 model.

Keywords


- Cassidy, M., Chan, P., Robinson, B. and May, A. D. (1990) “A proposed technique for the design and analysis of major freeway weaving sections”, Research Report UCB-ITS-RR-90-16, Institute of Transportation Studies, University of California – Berkeley, Berkeley CA.
- Cassidy, M., and May , A.D. (1991) ” Proposed analytic technique for estimating capacity and level of service of major freeway weaving sections”, Transportation Research Record 1320, Transportation Research Board, Washington DC.
- Fazio, J. (1985) “Development and testing of a weaving operational design and analysis procedures”, M.S. Thesis, University of Illinois at Chicago Circle, Chicago IL.
- Leisch, J. (1983) “Completion of Procedures for Analysis of and Design of Traffic Weaving Areas”, Final Report, Vols 1 and 2, U.S. Department of Transportation, Federal Highway Administration, Washington DC.
- Moridpour, S., Sarvi, M., Rose, G., Mazloumi Shomali, E. (2012) “Lane-changing decision model for heavy vehicle drivers”, Journal of Intelligent Transportation Systems: technology, planning, and operations, vol 16, issue 1, Taylor & Francis, USA, pp. 24-35.
- Pignataro, L.J. , McShane, W.R. , and Roess, R.P. (1975) “Weaving Areas- Design and Analysis”, National Cooperative Highway Research Report 159, Transportation Research Board, Washington DC.
- Roess, R.P. , Prassas, E.S. (2014) “the highway capacity manual: A conceptual and research history springer tracts on transportation and traffic”, Volume 5.
- Reilly, W., Kell, J., and Johnson, P. (1984) “Weaving analysis procedures for the new highway capacity manual”, Technical Report, Contract No. DOT-FH-61- 83-C-00029, U.S. Department of Transportation, Federal Highway Administration, Washington DC.
- Sarvi, M., Ejtemai, O., Zavabeti, S. (2011) “ Modelling freeway weaving maneuver”, Proceedings of ATRF 2011 - 34th Australasian Transport Research Forum, 28 September 2011 to 30 September 2011, Australasian Transport Research Forum, Adelaide SA, pp. 1-16
- Sarvi, M. (2014) “Freeway weaving phenomena observed during congested traffic”, Transportmetrica A: Transport Science, vol 9, issue 4, Taylor & Francis, Abingdon OX UK, pp. 299-315.
- Tehran Comprehensive Transportation and Traffic Studies Company (2014) “codification criteria for access management and weaving section length specification in urban roads”, Report 540.
- Transportation Research Board (2008) “Analysis of freeway weaving sections”, Final Report. - Transportation Research Board (1980), “Interim Materials on Highway Capacity”, Circular 212, Washington DC.
- Transportation Research Board Publication (2014) “The fourth Edition of the Highway Capacity Manual” (HCM2010).
- Windover, J. and May, A. D. (1995) “Revisions to level d methodology of analyzing freeway ramp-weaving sections”, Transportation Research Record 1457, Transportation Research Board, Washington DC.