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Location of Signs at Tunnel Entrance and Layout Combination of Signs and Markings

机译:隧道入口处标志的位置及标志与标记的布局组合

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Under highway free-flow conditions, 13 male drivers were tested by the UCWin Road Ver.9 driving simulator. Eye movement and motion data were obtained for a 380-m-long short tunnel where three layouts of signs and markings were installed. Through a nonparametric test, (i) the gazes' characteristics were studied by fixation time; (ii) the speed and position control effect were studied by average speed, 85 percentile speed, standard deviation speed, and lane-changing frequency. The results show that the percentage of fixation time on the road pavement increases during 3 second traveling distance before and after the tunnel entrance while the percentage of the head-up area remains unchanged. Both the red colored pavement and the transverse deceleration markings have speed control effect, but the latter one causes the increase of speed dispersion. The horizontal combination of the speed limit sign and the no-passing zone sign is superior to the vertical combination.
机译:在高速公路自由流动的条件下,通过UCWin Road Ver.9驾驶模拟器对13名男性驾驶员进行了测试。获得了一条380米长的短隧道的眼动和运动数据,该隧道安装了三种布局的标志和标记。通过非参数测试,(i)通过注视时间研究凝视的特性; (ii)通过平均速度,85%的速度,标准偏差速度和换道频率来研究速度和位置控制效果。结果表明,在隧道入口前后3秒的行进距离内,固定在路面上的时间的百分比增加,而平视区域的百分比保持不变。红色路面和横向减速标记都具有速度控制作用,但后者会导致速度分散增加。限速标志和不通过区域标志的水平组合优于垂直组合。

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