Center for Advanced Transportation Systems Simulation, Department of Civil, Environmental and Construction Engineering, University of Central Florida, Orlando, FL 32816-2450, USA.
Florida Department of Transportation (FDOT), 719 South Woodland Blvd., Orlando, FL 32720, USA.
Accid Anal Prev. 2022 Mar;166:106548. doi: 10.1016/j.aap.2021.106548. Epub 2022 Jan 8.
In recent years, pedestrian safety has emerged to be of major concern to selected States in the US and at the national level. With the transition to the mobility of people, pedestrian safety has become more prevalent for governmental agencies to address and prioritize for strategic implementation. It was crucial to address the pedestrian-vehicular conflict within Florida as it was reported as having the highest four pedestrian incident locations in the country. Many pedestrian sidewalks in Florida are not continuous and there is a concern among planners and engineers in the Florida Department of Transportation (FDOT) that these gaps constitute discontinuity of flow and are potentially posing threats to pedestrian safety. This paper investigates the correlation between pedestrian safety and sidewalk gaps within the Central Florida region. A sidewalk gap is defined as a length of a roadway segment with missing or absent sidewalk between existing sidewalks (before and after) along the same segment. "Missing" sidewalks are locations where the sidewalk is not only absent, but there is a desire to have one constructed or it would be used if it were constructed. The missing sidewalk can be on one side of the road or both sides. A wide array of Geographic Information Systems (GIS) information associated with the sidewalk gaps and the safety data were secured by FDOT. The data included all the Roadway Characteristics Inventory (RCI) within the district. Crash data combined with other geometric design data, traffic data, and census data were used to develop a statistical model. The results showed that presence of sidewalk along roadway segments is one of the main factors that have significant impact on the expected number of pedestrian crashes at a specific location. Other factors included daily traffic volumes, roadway category, specifically along urban two-way divided and undivided arterials with four to six lanes as well as the population within half-mile radius surrounding the crash location. The model results revealed that the Incident Risk Ratio (IRR) of a pedestrian crash along roadways with no sidewalk is 1.67 times greater than the likelihood of a crash with the presence of a sidewalk at 95% Confidence Interval (C.I.). The analysis also concluded that the likelihood of a pedestrian crash per mile along roadways with no sidewalk is three times greater than the likelihood of a crash per mile with the presence of a sidewalk.
近年来,行人安全已成为美国部分州和国家层面关注的主要问题。随着人们出行方式的转变,行人安全已成为政府机构更关注的问题,并将其作为优先事项进行战略实施。解决佛罗里达州的行人和车辆冲突至关重要,因为据报道,该国行人事故发生率最高的四个地点都在佛罗里达州。佛罗里达州的许多行人道并不连续,佛罗里达州交通部(FDOT)的规划者和工程师担心这些缺口构成了交通流的不连续性,可能对行人安全构成威胁。本文研究了佛罗里达州中部地区行人安全与人行道缺口之间的相关性。人行道缺口定义为道路段的长度,该长度在同一道路段中,存在缺失或不存在人行道(前后)。“缺失”的人行道是指不仅不存在人行道的位置,但人们希望建造一条人行道,如果建造了,也会使用。缺失的人行道可能在道路的一侧或两侧。FDOT 获得了与人行道缺口和安全数据相关的大量地理信息系统(GIS)信息。这些数据包括该地区的所有道路特征清单(RCI)。将事故数据与其他几何设计数据、交通数据和人口普查数据结合使用,开发了一个统计模型。结果表明,道路段旁是否有人行道是影响特定位置行人事故预期数量的主要因素之一。其他因素包括每日交通量、道路类别,特别是在城市双向分隔和不分隔的干线道路上,有四到六条车道,以及事故地点周围半英里半径内的人口。模型结果表明,在没有人行道的道路上发生行人事故的事故风险比(IRR)是有人行道的道路上发生事故的可能性的 1.67 倍,置信区间(C.I.)为 95%。分析还得出结论,在没有人行道的道路上每英里发生行人事故的可能性是有人行道的道路上每英里发生事故的可能性的三倍。