Walking is an environment-friendly trip mode and can help ease the congestion caused by automobiles. Proper design of pedestrian facilities that promotes effi-ciency and safety can encourage more people to choose walking. Upstream detection (UD) strategy is proposed by previous studies to reduce pedestrian waiting time at mid-block crosswalk (MBC). This paper applied UD strategy to MBC under mixed traffic circumstance where the crosswalk serves both pedestrians and non-motor us-ers. Traffic data was collected from an MBC in the city of Nanjing, China. Simulation models were developed by using the VISSIM software and its add-on module Vehicle Actuated Programming (VAP). The models were catego-rised by the volume and composition of pedestrians and non-motor users. Models were simulated according to different experimental schemes to explore the effective-ness of the UD strategy under mixed traffic circumstance. T-test and analysis of variance (ANOVA) were used to interpret the simulation results. The main conclusions of this paper are that the UD strategy is still effective at the MBC with a mixed traffic circumstance despite the pro-portion of non-motor users. However, as the proportion of non-motor users becomes higher, the average delay of pedestrians and non-motor users will increase compared to pure pedestrian flow.
Kothuri S, et al. Guidance on signal control strategies for pedestrians to improve walkability. ITE Journal. 2018;88: 35-39. https://ppms.trec.pdx.edu/media/project_files/ITE_Jounal_May_2018_Guidance_on_Signal_Control_Strategies_for_Pedestrians_to_Improve_Walkability.pdf [Accessed 3rd May 2018].
Zhao J, Ma W, Li P. Optimal design of midblock crosswalk to achieve trade-off between vehicles and pedestrians. Journal of Transportation Engineering, Part A: Systems. 2017;143(1): 04016003. doi: 10.1061/JTEPBS.0000006.
Godavarthy RP. Effectiveness of a Pedestrian Hybrid Beacon at mid-block pedestrian crossings in decreasing unnecessary delay to drivers and a comparison to other systems. PhD thesis. Kansas State University; 2010.
Brewer MA, Fitzpatrick K, Avelar R. Rectangular rapid flashing beacons and pedestrian hybrid beacons: Pedestrian and driver behavior before and after installation. Transportation Research Record: Journal of the Transportation Research Board. 2015;2519: 1-9. doi: 10.3141/2519-01.
Moshahedi N, Kattan L, Tay R. Factors associated with compliance rate at pedestrian crosswalks with Rectangular Rapid Flashing Beacon. Canadian Journal of Civil Engineering. 2018;45: 554-558. doi: 10.1139/cjce-2017-0524.
Van Houten R, Hochmuth J, Dixon DL. An examination of the effects of the gateway R1-6 treatment on drivers’ yielding right-of-way to pedestrians, speed at crosswalk, and sign durability over time. Proceedings of Transportation Research Board 97th Annual Meeting, Washington DC, United States; 2018.
Lu G, Noyce DA. Pedestrian crosswalks at midblock locations: Fuzzy logic solution to existing signal operations. Transportation Research Record: Journal of the Transportation Research Board. 2009;2140: 63-78. doi: 10.3141/2140-07.
Fitzpatrick K, Pratt MP. Road user behaviors at Pedestrian Hybrid Beacons. Transportation Research Record: Journal of the Transportation Research Board. 2016;2586: 9-16. doi: 10.3141/2586-02.
Kim NS, Yoon SS, Yook D. Performance comparison between pedestrian push-button and pre-timed pedestrian crossings at midblock: A Korean case study. Transportation Planning and Technology. 2017;40(6): 706-721. doi: 10.1080/03081060.2017.1325146.
Zhao J, Ma W, Li P. Optimal design of midblock crosswalk to achieve trade-off between vehicles and pedestrians. Journal of transportation engineering, Part A: Systems. 2017;143(1): 04016003. doi: 10.1061/JTEPBS.0000006.
Wang Y, Su Q, Wang C, Prato CG. Investigating yielding behavior of heterogeneous vehicles at a semi-controlled crosswalk. Accident Analysis & Prevention. 2021;161: 106381. doi: 10.1016/j.aap.2021.106381.
Kutela B, Teng H. Prediction of drivers and pedestrians’ behaviors at signalized mid-block Danish offset crosswalks using Bayesian networks. Journal of Safety Research. 2019;69: 75-83. doi: 10.1016/j.jsr.2019.02.008.
Bak R, Kiec M. Influence of midblock pedestrian crossings on urban street capacity. Transportation Research Record: Journal of the Transportation Research Board. 2012;2316(1): 76-83. doi: 10.3141/2316-09.
Dhamaniya A, Chandra S. Influence of undesignated pedestrian crossings on midblock capacity of urban roads. Transportation Research Record: Journal of the Transportation Research Board. 2014;2461(1): 137-144.
Walker R, Winnett M, Martin A, Kennedy J. Puffin crossing operation and behaviour study. Transport Research Laboratory project report for the London Road Safety Unit, Transport for London. Report number: SC.0388.006, 2005.
TRB. Highway Capacity Manual 2010. Transportation Research Board of the National Academies, Washington DC; 2010.
Van Houten R, Ellis R, Kim JL. Effects of various minimum green times on percentage of pedestrians waiting for midblock “Walk” signal. Transportation Research Record: Journal of the Transportation Research Board. 2007;2002: 78-83. doi: 10.3141/2002-10.
Hassan SA, Hounsell NB, Shrestha BP. Investigating the applicability of upstream detection strategy at pedestrian signalised crossings. Promet – Traffic&Transportation. 2017;29: 503-510. doi: 10.7307/ptt.v29i5.2225.
Hassan SA, Puan OC, Mashros N, Sukor NSA. A review into traffic signal improvement at pedestrian signalised crossings. Jurnal Teknologi. 2014;70: 27-31. doi: 10.11113/jt.v70.3485.
Hassan SA, Hounsell NB, Shrestha BP. Verification of Puffin modelling using VISSIM. Jurnal Teknologi. 2013;65: 81-84. doi: 10.11113/jt.v65.2150.
Yang Z, et al. Improving pedestrian hybrid beacon crosswalk by using upstream detection strategy. Journal of Advanced Transportation. 2019;2019: 1-11. doi: 10.1155/2019/8491042.
Ma W, Han B, An K, Zhang N. Investigating the applicability of exclusive pedestrian phase at two-phase actuated controlled intersections. Journal of Advanced Transportation. 2015;49: 752-767. doi: 10.1002/atr.1303.
FHWA. Manual on Uniform Traffic Control Devices (2009 Edition). FHWA, U.S. Department of Transportation; 2009.
Hsu H, Lachenbruch PA. Paired t test. Encyclopedia of Biostatistics. 2005;6: 1-2. doi: 10.1002/0470011815.b2a15112.
Chang K, Foss P, Larrea M, Bautista E. Student pedestrian walking speeds at crosswalks near schools. Transportation Research Record: Journal of the Transportation Research Board. 2018;2672(32): 22-29. doi: 10.1177/0361198118786814.
Armstrong RA, Eperjesi F, Gilmartin B. The application of analysis of variance (ANOVA) to different experimental designs in optometry. Ophthalmic and Physiological Optics. 2002;22(3): 248-256. doi: 10.1046/j.1475-1313.2002.00020.x.
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