Open Access
Subscription Access
Modelling Lateral Width for Merging of U-Turning Vehicles in Divided Urban Roads
The present study was carried out to understand the lateral width for merging (LWM) characteristics and for developing LWM prediction models for U-turning vehicles. Data were collected from 14 test sections using videography. The collected data were analysed and it was observed that various operational characteristics, namely service delay, occupancy time and approaching through traffic volume influence LWM of U-turning vehicles. Subsequently, utilizing the stepwise multilinear regression method, LWM prediction models were developed in six-lane and four-lane divided urban roads. Finally, using the proposed LWM85 prediction model, a geometrical augmentation scheme has been suggested. The present study holds significance to enhance the level of service and safety at uncontrolled mid-block median openings.
Keywords
Geometrical Augmentation, Heterogeneous Traffic, Lateral Width for Merging, Mid-Block Median Opening, U-Turning Vehicles.
User
Font Size
Information
- GoI, Basic Road Statistics of India (Report), Ministry of Road Transport and Highways, Government of India, 2016.
- Das, U., Trends in growth of roads development programmes in India. Int. J. Soc. Sci. Econ. Res., 2018, 3(6), 2617–2630.
- Cooner, S. A., Rathod, Y. K., Alberson, D. C., Bligh, R. P., Ranft, S. E. and Sun, D., Development of guidelines for cable median barrier systems in Texas. Federal Highways Administrations, US Department of Transportation, USA, 2009.
- Mondal, S. and Gupta, A., Assessment of vehicles headway during queue dissipation at signal-controlled intersection under mixed traffic. Curr. Sci., 2019, 116(3), 437–444.
- Mohapatra, S. S. and Dey, P. P., Lateral placement of U-turns at median openings on six-lane divided urban roads. Transp. Lett, 2015, 7(5), 252–263.
- Saha, A., Chandra, S. and Ghosh, I., Assessment of level of ser-vice for urban signalized intersections in India. Curr. Sci., 2019 117(9), 1516.
- Dey, P. P., Nandal, S. and Kalyan, R., Queue discharge character-istics at signalised intersections under mixed traffic conditions. Eur. Transp., 2013, 55(7), 1–12.
- Aldian, A. and Taylor, M. A. P., Selecting priority junction traffic models to determine U-turn capacity at median opening. Eastern Asia Soc. Transp. Stud., 2001, 3(2), 101–113.
- Khan, T. and Mohapatra, S. S., Effect of operational attributes on lateral merging position characteristics at mid-block median open-ing. Transp. Lett., 2020, 13(2), 1–14.
- Liu, P., Lu, J. J., Zhou, H. and Sokolow, G., Operational effects of U-turns as alternatives to direct left-turns. J. Transp. Eng., 2007, 133(5), 327–334.
- Cassidy, M. J., Madanat, S. M., Wang, M. H. and Yang, F., Unsignalized intersection capacity and level of service: revisiting critical gap. Transp. Res. Rec., 1995, 1484, 16–23.
- Kaysi, I. and Alam, G., Driver behavior and traffic stream inter-actions at unsignalized intersections. J. Transp. Eng., 2000, 126(6), 498–505.
- Brilon, W. and Wu, N., Capacity at unsignalized intersections derived by conflict technique. Transp. Res. Rec.: J. Transp. Res. Board, 2001, 1776, 82–90.
- Al-Masaeid, H. R., Capacity of U-turn at median openings. Inst. Transp. Eng., ITE J., 1999, 69(6), 28–30.
- Jenjiwattanakul, T. and Sano, K., Effect of waiting time on the gap acceptance behavior of U-turning vehicles at midblock median openings. J. East. Asia Soc. Transp. Stud., 2011, 9, 1601–1613.
- Liu, P., Lu, J. J., Hu, F. and Sokolow, G., Capacity of U-turn movement at median openings on multi-lane highways. J. Transp. Eng., 2008, 134(4), 147–154.
- Mohapatra, S. S. and Dey, P. P., Estimation of U-turn capacity at median openings. J. Transp. Eng., Part A, 2018, 144(9), 04018049.
- Liu, P., Qu, X., Yu, H., Wang, W. and Cao, B., Development of a VISSIM simulation model for U-turns at unsignalized intersec-tions. J. Transp. Eng., 2012, 138(11), 1333–1339.
- Zhang, S., Chang, Y. L. and Wu, Z. H., Probabilistic model of capacity of short right-turn lanes at signalized intersections. J. Transp. Syst. Eng. Inf. Technol., 2015, 15(4), 192–197.
- Liu, P., Lu, J. and Cao, B., Capacity of U-turns at unsignalized median openings on six-lane streets. Transp. Res. Rec.: J. Transp. Res. Board, 2009, 2130, 59–65.
- Mehar, A., Chandra, S. and Velmurugan, S., Speed and accelera-tion characteristics of different types of vehicles on multi-lane highways. Eur. Transp., 2013, 55(1), 1–12.
- Khan, T. and Mohapatra, S. S., Lateral placement characteristics of U-turning vehicles: a statistical investigation. Transp. Develop. Econ., 2020, 6(1), 1–12.
- Sil, G., Mohapatra, S. S., Dey, P. P. and Chandra, S., Merging process of U-turns at uncontrolled median openings under mixed traffic conditions. Transport, 2016, 33(2), 370–379.
- Benjamini, Y., Opening the box of a boxplot. Am. Stat., 1988, 42(4), 257–262.
- Day, C. M., Wasson, J. S., Brennan Jr, T. M. and Bullock, D. M., Application of travel time information for traffic management. Indiana Department of Transportation and Purdue University, West Lafayette, Indiana, USA, 2012.
- Kanagaraj, V., Srinivasan, K. and Sivanandan, R., Modeling ve-hicular merging behaviour under heterogeneous traffic conditions. Transp. Res. Rec.: J. Transp. Res. Board, 2010, 2188, 140–147.
- Fitzpatrick, K., Krammes, R. A. and Fambro, D. B., Design speed, operating speed and posted speed relationships. Inst. Transp. Eng., ITE J., 1997, 67(2), 52.
- Ewadh, H. A. and Neham, S. S., Conflict to study safety at four leg-signalised intersections. Proc. Inst. Civ. Eng.-Transp., 2011, 164(4), 221–230.
- Mohapatra, S. S., Dey, P. P. and Chandra, S., Conflicting volume for U-turns at uncontrolled median openings. Proc. Inst. Civ. Eng.-Transp., 2016, 169(4), 195–204.
Abstract Views: 338
PDF Views: 132