Multi-objective analysis of using U-turns as alternatives to direct left turns at two-way stop-controlled intersections

被引:3
|
作者
Yang, Zhao [1 ]
Liu, Pan [2 ]
Zhang, Yuanyuan [3 ]
Ragland, David [3 ]
机构
[1] Nanjing Univ Aeronaut & Astronaut, Civil Aviat Coll, Jiangjun Rd 29, Nanjing 211106, Jiangsu, Peoples R China
[2] Southeast Univ, Jiangsu Collaborat Innovat Ctr Modern Urban Traff, Jiangsu Key Lab Urban ITS, Si Pai Lou 2, Nanjing 210096, Jiangsu, Peoples R China
[3] Univ Calif Berkeley, Inst Transportat Studies, Safe Transportat Res & Educ Ctr, 2614 Dwight Way,Mail Code 7374, Berkeley, CA 94720 USA
基金
中国国家自然科学基金;
关键词
multi-objective evaluation; indirect left turn; U-turn; intersection; SAFETY; OPTIMIZATION; TRAVEL; MODEL;
D O I
10.1002/atr.1328
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study aims to propose a method to conduct multi-objective analysis of traffic treatments by taking into consideration multiple external impacts. To illustrate the procedure, the economic benefit of converting a two-way stop-controlled (TWSC) intersection to a right turn followed by U-turn (RTUT) intersection was calculated, considering not only the safety impacts but also the operational and environmental impacts. First, vissim simulation models were developed to obtain the total travel time, vehicle emissions, and fuel consumption for the intersection both before and after the treatment. The operational impact was calculated as the travel time saving benefits. The environmental impact was calculated as the reduction in vehicle emissions and fuel consumption costs. The safety impact was estimated as the crash reduction benefits for the RTUT treatment using safety performance functions and crash modification factors (CMFs). CMFs were estimated using meta-analysis methods. Finally, the life-cycle cost method was used to combine different components in the total benefit. The Monte Carlo simulation method was used to conduct uncertainty analysis by using random sampling from probability descriptions of uncertain input variables to generate a probabilistic description of results. The findings showed that, first, the benefits with the use of RTUT treatment can be countervailing even for a single objective. Second, the net present value associated with the RTUT treatment increased with an increase in the proportion of left-turn traffic from the major street when the percentage of left-turn traffic from the major street was from 0% to 22% and became stable after that. The study illustrates the detailed process of evaluating projects considering multiple objectives. This process offers policy and decision makers a solid and practical reference using existing guidebooks and software. The findings also provide suggestions about the suitable condition to install RTUT treatments at TWSC intersections. Copyright (c) 2015 John Wiley & Sons, Ltd.
引用
收藏
页码:389 / 405
页数:17
相关论文
共 38 条
  • [1] Operational effects of U-turns as alternatives to direct left-turns
    Liu, Pan
    Lu, Jian John
    Zhou, Huaguo
    Sokolow, Gary
    [J]. JOURNAL OF TRANSPORTATION ENGINEERING, 2007, 133 (05) : 327 - 334
  • [2] Operational effects of U-turns as alternatives to direct left turns from driveways
    Zhou, HG
    Lu, JJ
    Yang, XK
    Dissanayake, S
    Williams, KM
    [J]. GEOMETRIC DESIGN AND THE EFFECTS ON TRAFFIC OPERATIONS 2002: HIGHWAY AND FACILITY DESIGN, 2002, (1796): : 72 - 79
  • [3] Operational Performance at Two-Way Stop-Controlled Intersections
    Early, Marci
    Dixon, Karen
    Avelar, Raul
    Zhou, Yanfen
    [J]. TRANSPORTATION RESEARCH RECORD, 2016, (2562) : 1 - 8
  • [4] Movement capacity at two-way stop-controlled intersections
    Luttinen, RT
    [J]. TRAFFIC FLOW THEORY AND HIGHWAY CAPACITY AND QUALITY OF SERVICES 2004, 2004, (1883): : 198 - 202
  • [5] Validation of left-turn delay at two-way stop-controlled intersections
    Simpson, SA
    Matthias, JS
    [J]. TRAFFIC FLOW THEORY AND HIGHWAY CAPACITY 2000: HIGHWAY OPERATIONS, CAPACITY, AND TRAFFIC CONTROL, 2000, (1710): : 181 - 188
  • [6] Determination of capacity at two-way stop-controlled urban intersections
    Li, Haiyuan
    Deng, Wei
    [J]. 2007 IEEE INTERNATIONAL CONFERENCE ON AUTOMATION AND LOGISTICS, VOLS 1-6, 2007, : 498 - +
  • [7] Safety performance of two-way stop-controlled expressway intersections
    Maze, TH
    Burchett, G
    Welch, TM
    Hawkins, NR
    [J]. ITE JOURNAL-INSTITUTE OF TRANSPORTATION ENGINEERS, 2006, 76 (01): : 28 - 32
  • [8] Toward a Capacity Analysis Procedure for Nonstandard Two-Way Stop-Controlled Intersections
    Bogdanovic, Vuk
    Ruskic, Nenad
    Kulovic, Mirsad
    Han, Lee D.
    [J]. TRANSPORTATION RESEARCH RECORD, 2013, (2395) : 132 - 138
  • [9] Empirical analysis of traffic characteristics at two-way stop-controlled intersections in Alaska
    Lu, Jian John
    Lall, B.Kent
    [J]. Transportation Research Record, 1995, (1495) : 49 - 56
  • [10] Empirical delay models for multi-lane two-way stop-controlled intersections
    Zhou, Huaguo
    Hagen, Larry
    Lu, Jian John
    Tian, Zongzhong
    [J]. ITE JOURNAL-INSTITUTE OF TRANSPORTATION ENGINEERS, 2006, 76 (09): : 41 - 46