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Delay Underestimation at Free Right-turn Channelized Intersections

机译:自由右转渠化交叉口的延误低估

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To quantify the effect of unnecessary motorist hesitation in free right-turn channels and its impact on engineering delay models, the authors observed peak-hour operations at two free right-turn channelized intersections in Utah County, Utah. Regression analysis demonstrated that perceived vehicle conflicts would significantly increase individual vehicle delay at free right-turn channels, and that existing traffic prediction models did not adequately describe this delay. On average, motorists yield about 2seconds for each conflicting vehicle. This finding raises questions about the validity of current delay assumptions for free rightturn channels, or indicates the driving public may need more adequate signage. ? 2011 Published by Elsevier Ltd.
机译:为了量化在自由右转通道中不必要的驾驶者犹豫的影响及其对工程延误模型的影响,作者观察了犹他州犹他州的两个自由右转通道化交叉口的高峰时间运营。回归分析表明,感知到的车辆冲突会显着增加自由右转通道的单个车辆延迟,而现有的交通预测模型并未充分描述这种延迟。平均而言,每辆有冲突的车辆驾驶员的出力大约为2秒。这一发现提出了有关自由右转通道当前延误假设是否正确的疑问,或者表明驾车公众可能需要更充分的指示牌。 ? 2011年由Elsevier Ltd.出版

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