横摇带降低速度的效果

M. Marizwan
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引用次数: 0

摘要

横向隆隆带(TRS)设置在道路的行驶车道上,垂直于车辆流动。这些警示牌通常放置在道路表面,以提供触觉和听觉警告,提醒司机注意不寻常的交通状况。本研究的主要目的是评估TRS在降低选定路段的交通运行速度方面的有效性。进行的分析类型包括安装TRS前后道路使用者的速度分布、平均减速率和制动率。本研究选择了两个地点,即Jalan Sultan和Jalan Barat。本研究的主要发现是安装TRS后,两个位置的运行速度都有所降低。在这两个地点都有TRS,速度符合率也有所增加。即使在TRS安装1周后,依从性仍保持不变。在评估制动率时,TRS安装1天后获得的制动率高于两个站点的任何其他时间段。由于TRS可能作为降低或控制行车速度的对策,建议在弯道或接近交叉路口等高风险位置安装TRS。然而,由于本研究获得的速度降低不明显,在下坡时TRS的使用还有待进一步研究或改进。应采取预防措施,确保TRS使用的规格和材料符合标准,并符合表面防滑值。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
The Effectiveness of Transverse Rumble Strip to Reduce Speed
Transverse Rumble Strip (TRS) are placed across the travel lanes of the roadway and perpendicular to flow of vehicles. The strips typically placed crossing the roadway surface to provide a tactile and audible warning to alert drivers on unusual traffic conditions. The main aim of this study is to evaluate the effectiveness of the TRS to reduce operating speed of traffic along selected road sections. Types of analysis conducted were speed distribution, average speed reduction and rate of braking by road users before and after the installation of TRS. Two locations were selected for this study i.e. Jalan Sultan and Jalan Barat. The key findings obtained in this study is operating speed was reduced at both locations after the installation of TRS. The speed compliancy rate was also increased with the presence of TRS at both locations. The compliancy was maintained even after 1-week of TRS installation. In evaluating the rate of braking, the higher rate was obtained after 1-day of TRS installation than any other period on both sites. Due to its potential as a countermeasure in reducing or controlling operating speed, it is recommended that TRS is installed at high risk location such as at curve or approaching intersection. However, TRS usage at downhill slope should be further studied or improvised due to the non-significant speed reduction obtained in this study. Precautions should be taken in ensuring that the specifications and materials used for TRS is following the standard and comply with the surface skid resistance value.
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