Evaluation of Protected Left-Turn Phasing and Leading Pedestrian Intervals Effects on Pedestrian Safety

被引:5
|
作者
Goughnour, Elissa [1 ]
Carter, Daniel [2 ]
Lyon, Craig [3 ]
Persaud, Bhagwant [4 ]
Lan, Bo [5 ]
Chun, Piljin [1 ]
Hamilton, Ian [1 ]
Signor, Kari [5 ]
Bryson, Meg [5 ]
机构
[1] VHB, Raleigh, NC USA
[2] North Carolina Dept Transportat, Garner, NC USA
[3] Persaud & Lyon Inc, Ottawa, ON, Canada
[4] Ryerson Univ, Dept Civil Engn, Toronto, ON, Canada
[5] UNC Highway Safety Res Ctr, Chapel Hill, NC USA
关键词
D O I
10.1177/03611981211025508
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Pedestrian safety is an important public health issue for the United States, with pedestrian fatalities representing approximately 16% of all traffic-related fatalities in 2016. Nationwide, transportation agencies are increasing their efforts to implement engineering-based improvements that increase pedestrian safety. These agencies need statistically rigorous crash modification factors (CMFs) to demonstrate the safety effectiveness of such countermeasures, and to apply in benefit-cost analyses to justify their implementation. This study focused on developing CMFs for two countermeasures that show promise for improving pedestrian safety: protected or protected/permissive left-turn phasing, and leading pedestrian intervals (LPIs). Data were acquired from four North American cities that had installed one or both of the countermeasures of interest: Chicago, IL; New York City, NY; Charlotte, NC; and Toronto, ON. The empirical Bayes before-after study design was applied to estimate the change in expected crash frequency for crashes following treatment. The protected left-turn phasing evaluation showed a benefit in reducing vehicle-vehicle injury crashes, but did not produce statistically significant results for vehicle-pedestrian crashes. For those crashes a disaggregate analysis did reveal that this treatment could be especially beneficial where pedestrian volumes exceed 5,500 per day. The LPI evaluation showed a statistically significant reduction in vehicle-pedestrian crashes with an estimated CMF of 0.87.
引用
收藏
页码:1219 / 1228
页数:10
相关论文
共 50 条
  • [1] Effect of Left-Turn Operational Mode on Pedestrian Safety
    Pratt, Michael P.
    Bonneson, James A.
    Songchitruksa, Praprut
    [J]. TRANSPORTATION RESEARCH RECORD, 2013, (2393) : 95 - 103
  • [2] Safety Effects of Protected Left-Turn Phasing at Signalized Intersections: An Empirical Analysis
    De Pauw, Ellen
    Daniels, Stijn
    Van Herck, Stijn
    Wets, Geert
    [J]. SAFETY, 2015, 1 (01): : 94 - 102
  • [3] Left-turn phasing selection considering vehicle to vehicle and vehicle to pedestrian conflicts
    Kakan C.Dey
    Md Tawhidur Rahman
    Subasish Das
    Amrit Manova Williams
    [J]. Journal of Traffic and Transportation Engineering(English Edition), 2023, 10 (01) : 58 - 69
  • [4] Left-turn phasing selection considering vehicle to vehicle and vehicle to pedestrian conflicts
    Dey, Kakan C.
    Rahman, Md Tawhidur
    Das, Subasish
    Williams, Amrit Manova
    [J]. JOURNAL OF TRAFFIC AND TRANSPORTATION ENGINEERING-ENGLISH EDITION, 2023, 10 (01) : 58 - 69
  • [5] Safety Evaluation for Conversion From Protected-Only Left-Turn Phasing to Time-of-Day Protected-Permissive Left-Turn Phasing Using Flashing Yellow Arrows
    Lee, Taehun
    Cunningham, Christopher
    Simpson, Carrie L.
    [J]. TRANSPORTATION RESEARCH RECORD, 2023, 2677 (06) : 609 - 619
  • [6] Pedestrian Safety at Intersections Under Control of Permissive Left-Turn Signal
    Qi, Yi
    Yuan, Peina
    [J]. TRANSPORTATION RESEARCH RECORD, 2012, (2299) : 91 - 99
  • [7] AN EVALUATION OF PERMISSIVE LEFT-TURN PHASING
    AGENT, KR
    [J]. ITE JOURNAL-INSTITUTE OF TRANSPORTATION ENGINEERS, 1981, 51 (12): : 16 - 20
  • [8] GUIDELINES FOR THE USE OF PROTECTED PERMISSIVE LEFT-TURN PHASING
    AGENT, KR
    [J]. ITE JOURNAL-INSTITUTE OF TRANSPORTATION ENGINEERS, 1987, 57 (07): : 37 - 42
  • [9] Analytical evaluation of the use of left-turn phasing for single left-turn lane only
    Yang, Qiaoli
    Shi, Zhongke
    Yu, Shaowei
    Zhou, Jie
    [J]. TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 2018, 111 : 266 - 303
  • [10] Left-turn gap acceptance models considering pedestrian movement characteristics
    Alhajyaseen, Wael K. M.
    Asano, Miho
    Nakamura, Hideki
    [J]. ACCIDENT ANALYSIS AND PREVENTION, 2013, 50 : 175 - 185