Delay model for right-turn lanes at signalized intersections with uniform arrivals and right turns on red

被引:0
|
作者
Qureshi, MA
Han, LD
机构
[1] Univ Missouri, Dept Civil Engn, Rolla, MO 65409 USA
[2] Univ Tennessee, Dept Civil & Environm Engn, Knoxville, TN 37996 USA
关键词
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A framework for the future incorporation of proper right-turn-on-red (RTOR) delay estimation procedures into the Highway Capacity Manual signalized intersection chapters is provided. Models of uniform delay that are based on queuing theory and that incorporate RTORs are developed. Queuing accumulation polygons (QAPs) were used to analyze the effects of RTOR operations. A classification system for placement of any signal phasing scheme into one of four classes based on a sequence of three red regimes and one green regime is showcased. The three red regimes are characterized by the traffic stream that is given priority over the RTOR traffic during the red regime. One red regime gives priority to the intersecting and conflicting traffic. The second red regime gives priority to the intersecting but nonconflicting traffic. The third red regime prioritizes the opposing and conflicting traffic. It is further demonstrated that the four classes of signal phasing schemes result in one of two general QAP patterns. The first pattern consists of two conflicting regimes, followed by two nonconflicting regimes. The second consists of alternating conflicting and nonconflicting regimes. Models used to calculate delay for each basic pattern are presented. The parameters needed to calculate delays based on the models that were developed are discussed. Furthermore, models from related research that may be used to develop any necessary parameter estimates are also presented.
引用
收藏
页码:143 / 150
页数:8
相关论文
共 50 条
  • [41] Coordinated optimization of signal timing for intersections with dynamic shared through- and right-turn lanes
    Zheng, Zhe
    Yuan, Jian
    An, Kun
    Zheng, Nan
    Ma, Wanjing
    JOURNAL OF INTELLIGENT AND CONNECTED VEHICLES, 2024, 7 (03) : 219 - 228
  • [42] Road Users' Behavior at Marked Crosswalks on Channelized Right-Turn Lanes at Intersections in the State of Qatar
    Muley, Deepti
    Kharbeche, Mohamed
    Downey, Lucy
    Saleh, Wafaa
    Al-Salem, Mohammed
    SUSTAINABILITY, 2019, 11 (20)
  • [43] Effects of right-turn lanes on driveway sight distance
    Zeidan, G.R.
    McCoy, P.T.
    Transportation Research Record, 2000, (1737) : 78 - 83
  • [44] Effects of right-turn lanes on driveway sight distance
    Zeidan, GR
    McCoy, PT
    GEOMETRIC DESIGN AND EFFECTS ON TRAFFIC OPERATIONS 2000: HIGHWAY AND FACILITY DESIGN, 2000, (1737): : 78 - 83
  • [45] Capacity of Dual-Right-Turn Lanes at Signalized Intersections under Mixed Traffic Conditions
    艾树波
    杨孝宽
    Journal of Southwest Jiaotong University(English Edition), 2009, 17 (03) : 229 - 239
  • [46] Gap acceptance capacity for right turns at signalized intersections
    Virkler, MR
    Krishna, MA
    HIGHWAY CAPACITY ISSUES 1998, 1998, (1646): : 47 - 53
  • [47] Volume warrant for free right-turn lanes at unsignalized intersections on rural two-lane highways
    McCoy, Patrick T.
    Bonneson, James A.
    Transportation Research Record, 1996, (1523): : 83 - 90
  • [48] Safety Effect of Smart Right-turn Design at Intersections
    Barua, Upal
    ITE JOURNAL-INSTITUTE OF TRANSPORTATION ENGINEERS, 2018, 88 (11): : 38 - 43
  • [49] Safety effectiveness of intersection left- and right-turn lanes
    Harwood, DW
    Bauer, KM
    Potts, IB
    Torbic, DJ
    Richard, KR
    Rabbani, ERK
    Hauer, E
    Elefteriadou, L
    Griffith, MS
    STATISTICAL METHODS AND MODELING AND SAFETY DATA, ANALYSIS, AND EVALUATION: SAFETY AND HUMAN PERFORMANCE, 2003, (1840): : 131 - 139
  • [50] ADOPTION OF RIGHT TURN ON RED - EFFECTS ON INJURY ACCIDENTS AT SIGNALIZED INTERSECTIONS - A COMMENT
    FRITH, WJ
    ACCIDENT ANALYSIS AND PREVENTION, 1984, 16 (02): : 75 - 76