Passenger Car Equivalents on Downgrades of Two-Lane Roads

Authors

  • Marko Subotić Faculty of Transport and Traffic Engineering, University of East Sarajevo, Doboj, Bosnia and Herzegovina
  • Željko Stević Faculty of Transport and Traffic Engineering, University of East Sarajevo, Doboj, Bosnia and Herzegovina
  • Edis Softić Faculty of Technical Sciences, University of Bihac, Bihac, Bosnia and Herzegovina
  • Veljko Radičević Technical College of Applied Sciences, Urosevac (Leposavic), Serbia

DOI:

https://doi.org/10.7250/bjrbe.2020-15.499

Keywords:

passenger car equivalent, traffic operation, two-lane road

Abstract

In this paper, empirical research about Passenger Car Equivalents (PCEs) on the longitudinal downgrade of two-lane roads in Bosnia and Herzegovina has been conducted in order to determine the influence of vehicle structure under free traffic flow conditions. The research has been carried out considering the classes of vehicles at cross-sections on the downgrade of two-lane roads. As a result, the negative influence of vehicle structure under free traffic flow conditions using passenger car equivalents (PCEs) has been determined. The results show that on the downgrade of two-lane roads, the value of passenger car equivalent decreases from the level terrain to the boundary minimum value for the determined downgrade g = −3.00%, after which its value starts to increase slightly. Based on the obtained values, the models calibrated with a second-degree polynomial have been developed to determine the average value of passenger car equivalent as a function of its boundary value. The paper also compares the results obtained by the developed models with the models from the Highway Capacity Manual under free traffic flow conditions. In addition, models for the percentage values of PCE15%, PCE50% and PCE85% have been established.

References

Al-Kaisy, A. F., Hall, F. L., & Reisman, E. S. (2002). Developing Passenger Car Equivalents for Heavy Vehicles on Freeways During Queue Discharge Flow. Transportation Research Part A: Polisy and Practice, 36(8), 725–742. https://doi.org/10.1016/s0965-8564(01)00032-5

Al-Kaisy, A., Jung, Y., & Rakha, H. (2005). Developing Passenger Car Equivalency Factors for Heavy Vehicles During Congestion. Journal of Transportation Engineering, 131(7), 514–523. https://doi.org/10.1061/(ASCE)0733-947X(2005)131:7(514)

Al-Obaedi, J. T. S. (2016). Estimation of Passenger Car Equivalents for Basic Freeway Sections at Different Traffic Conditions. World Journal of Engineering and Technology, 4(2), 153–159. https://doi.org/10.4236/wjet.2016.42013

Anwaar, A., Van Boxel, D., Volovski, M., Anastasopoulos, P. Ch., Labi, S., & Sinha, K. (2011). Using Lagging Headways to Estimate Passenger Car Equivalents on Basic Freeway Sections. Journal of Transportation of the Institute of Transportation Engineers, 2(1), 1–17.

Bhatt, M., & Patel, P. (2017). Determination of Dynamic PCU in Ahmedabad City. International Journal of Advance Research and Innovative Ideas in Education, 3(2), 1179–1184.

Bham, G. H., & Benekohal, R. F. (2004). A High Fidelity Traffic Simulation Model based on Cellular Automata and Car-Following Concepts. Transportation Research Part C: Emerging Technologies, 12(1), 1–32. https://doi.org/10.1016/j.trc.2002.05.001

Biswas, S., Chandra, S., & Ghosh, I. (2017). Estimation of Vehicular Speed and Passenger Car Equivalent Under Mixed Traffic Condition Using Artificial Neural Network. Arabian Journal for Science and Engineering, 42(9), 4099–4110. https://doi.org/10.1007/s13369-017-2597-9

Brackstone, M., McDonald, M., & Sultan, B. (1999). Dynamic Behavioral Data Collection Using an Instrumented Vehicle. Transportation Research Record: Journal of the Transportation Research Board, 1689, 9–16. https://doi.org/10.3141/1689-02

Chandra, S., & Sikdar, P. K. (2000). Factors Affecting PCU in Mixed Traffic on Urban Roads. Road and Transport Research, 9(3), 40–50.

Cunagin, W. D., & Messer, C. J. (1983). Passenger Car Equivalents for Rural Highways. Transportation Research Record, 905, 61–68.

Demarchi, S. H., & Setti, J. R. (2003). Limitations of Passenger-Car Equivalent Derivation for Traffic Streams With More Than One Truck Type. Transportation Research Record, 1852(1), 96–104. https://doi.org/10.3141/1852-13

Elefteriadou, L., Torbic, D., & Webster, N. (1997). Development of Passenger Car Equivalents for Freeways, Two-Lane Highways, and Arterials. Transportation Research Record: Journal of the Transportation Research Board, 1572(1), 51–58. https://doi.org/10.3141/1572-07

Fadhloun, K., Rakha, H., Loulizi, A., & Abdelkefi, A. (2015). Vehicle Dynamics Model for Estimating Typical Vehicle Accelerations. Transportation Research Record: Journal of the Transportation Research Board, 2491, 61–71. https://doi.org/10.3141/2491-07

Garbarino, S., Guglielmi, O., Sannita, W., Magnavita, N., & Lanteri, P. (2018). Sleep and Mental Health in Truck Drivers: Descriptive Review of the Current Evidence and Proposal of Strategies for Primary Prevention. International Journal of Environmental Research and Public Health, 15(9), 1852. https://doi.org/10.3390/ijerph15091852

Gautam, A., Das, A., Rao, K. R., & Tiwari, G. (2018). Estimation of PCE Values for Hill Roads in Heterogeneous Traffic Conditions. Transportation letters, 10(2), 83–91. https://doi.org/10.1080/19427867.2016.1190884

Giuffrè, O., Granà, A., Mauro, R., Silva, A. B., & Chiappone, S. (2015). Developing Passenger Car Equivalents for Freeways by Microsimulation. Transportation Research Procedia, 10, 93–102. https://doi.org/10.1016/j.trpro.2015.09.059

Hoban, C. J. (1983). Towards a review of the concept of level of service for two-lane rural roads. Australian Road Research, 13(3).

Hoban, C. J. (1984). Bunching on two-lane rural roads. ARRB Internal report AIR359- Australian Road Research Board. Nunawading.

TRB (Transportation Research Board). (1985). Highway Capacity Manual. National Research Council. Special report 209. Washington D.C.

TRB (Transportation Research Board). (2000). Highway Capacity Manual. National Research Council. Washington D.C.

TRB (Transportation Research Board). (2010). Highway Capacity Manual. Volume 4. Applications Guide.

TRB (Transportation Research Board). (2016). Highway Capacity Manual. 6th Edition, Volume 2: Uninterrupted Flow. Washington D.C.

Krammes, R., & Crowley, K. (1986). Passenger Car Equivalents for Trucks on Level Freeway Segments. Transportation Research Record, 1091, 10–17.

Krumins, I. V. (1988). Modeling headway distribution on two-lane highways. Report to Alberta Research Council. Edmonton.

Kumar, P., Arkatkar, S. S., Joshi, G., & Dhamaniya, A. (2017). New Methodology for Estimating PCU on Multi-Lane Urban Roads Under Mixed Traffic Scenario Based on Area Occupancy. In Proc., Transportation Research Board 96th Annual Meeting, Washington, D.C.: Transportation Research Board, National Research Council.

Lay, M. G. (1984). Source Book for Australian Roads, 2nd edition. Australian Road Research Board. 551 p.

Nunić, Z. B., Ajanović, M., Miletić, D., & Lojić, R. (2019). Determination of the Rolling Resistance Coefficient Under Different Traffic Conditions. Facta Universitatis, Series: Mechanical Engineering. https://doi.org/10.22190/FUME181116015N

Raj, P., Sivagnanasundaram, K., Asaithambi, G., & Ravi Shankar, A. U. (2019). Review of Methods for Estimation of Passenger Car Unit Values of Vehicles. Journal of Transportation Engineering, Part A: Systems, 145(6), 04019019. https://doi.org/10.1061/jtepbs.0000234

Rakha, H., & Lucic, I. (2002). Variable Power Vehicle Dynamics Model for Estimating Truck Accelerations. Journal of Transportation Engineering, 128(5), 412–419. https://doi.org/10.1061/(asce)0733-947x(2002)128:5(412)

Sorensen, H. (1998). Determining Passenger Car Equivalents for Freeways. In TRB-Road Directorate Denmark, Proceedings of the Third International Symposium on Highway Capacity. Denmark, Copenhagen.

Stanković, M., Stević, Ž., Das, D. K., Subotić, M., & Pamučar, D. (2020). A New Fuzzy MARCOS Method for Road Traffic Risk Analysis. Mathematics, 8(3), 457. https://doi.org/10.3390/math8030457

Subotić, M., Stević, B., Ristić, B., & Simić, S. (2020). The Selection of a Location for Potential Roundabout Construction – A Case Study of Doboj. Operational Research in Engineering Sciences: Theory and Applications, 3(1), 41–56. https://doi.org/10.31181/oresta2002041s

Subotić, M., & Tubić, V. (2017). Car Equivalents Dependence on the Longitudinal Road Gradient on Two-Lane Roads in Bosnia and Herzegovina. Promet-Traffic & Transportation, 29(4), 401–409. https://doi.org/10.7307/ptt.v29i4.2226

Sumner, R., Hill, D., & Shapiro, S. (1984). Segment Passenger Car Equivalent Values for Cost Allocation on Urban Arterial Roads. Transportation Research Part A, 18, 399–406. https://doi.org/10.1016/0191-2607(84)90014-1

Underwood, R. T. (1963). Traffic flow and bunching. Australian Road Research, 8(1). Australian Road Research Board.

Webster, N., & Elefteriadou, L. (1999). A Simulation Study of Truck Passenger Car Equivalents (PCE) on Basic Freeway Sections. Transportation Research Part B: Methodological, 33(5), 323–336. https://doi.org/10.1016/s0965-8564(98)00036-6

Wolhuter, K. M. (1989). Headways on rural two-lane roads. Roads and Transport Technology Report DPVT 56, CSIR. Pretoria.

Yeung, J. S., Wong, Y. D., & Secadiningrat, J. R. (2015). Lane-Harmonised Passenger Car Equivalents for Heterogeneous Expressway Traffic. Transportation Research Part A: Policy and Practice, 78, 361–370. https://doi.org/10.1016/j.tra.2015.06.001

Zhou, J., Rilett, L., Jones, E., & Chen, Y. (2018). Estimating Passenger Car Equivalents on Level Freeway Segments Experiencing High Truck Percentages and Differential Average Speeds. Transportation Research Record, 2672(15), 44–54. https://doi.org/10.1177/0361198118798237

Downloads

Published

28.09.2020

How to Cite

Subotić, M., Stević, Željko, Softić, E., & Radičević, V. (2020). Passenger Car Equivalents on Downgrades of Two-Lane Roads. The Baltic Journal of Road and Bridge Engineering, 15(4), 152-173. https://doi.org/10.7250/bjrbe.2020-15.499