Department of Civil Engineering & Architecture, University of Catania, Via Santa Sofia 64, I-95125 Catania, Italy.
Faculty of Civil Engineering, Cracow University of Technology, Warszawska 24, 31-155, Cracow, Poland.
Accid Anal Prev. 2018 Jul;116:94-102. doi: 10.1016/j.aap.2017.07.001. Epub 2017 Jul 8.
The paper target is to analyze the influence of passing lane section and merging area lengths, which represent a critical part in the geometric design of passing lanes. The lack of observed data and the still limited implementation of short passing 2+1 lane in Poland do not allow to perform a reliable performance-based design of their length to balance context and economical restrains with operational and safety performances. Besides, defining the optimum geometric design from observed data is a reactive approach which require detailed observations and evaluations of the safety and operational performances for different geometric configurations. The present research work aims to fill the gap by performing an evaluation of optimal length, based on microsimulation analysis. Particular attention was paid to the calibration and validation of microsimulation models using real data of traffic characteristics and crash history. The assessment was conducted using simulation models in VISSIM and Surrogate Safety Assessment Model (SSAM) software and comparison based on simulated results at different lengths of passing lane, merging area in a wide range of AADT values. The results suggested not only that conflicts can be a surrogate measure of safety but also that the influence of geometric parameter, such as the length of the additional lane, plays a fundamental role in the safety performance of the 2+1 short passing lane.
本文旨在分析加速车道段和渐变段长度的影响,它们是加速车道几何设计的关键部分。由于缺乏观测数据以及波兰短程 2+1 车道的实施仍有限,因此无法根据性能进行可靠的设计,以平衡上下文和经济限制与运营和安全性能。此外,从观测数据中定义最佳的几何设计是一种被动的方法,需要对不同几何配置的安全和运营性能进行详细的观测和评估。本研究旨在通过基于微观模拟分析来评估最佳长度,从而填补这一空白。特别关注使用交通特征和事故历史的真实数据对微观模拟模型进行校准和验证。评估是在 VISSIM 和替代安全评估模型(SSAM)软件中的仿真模型中进行的,并基于在不同长度的加速车道、渐变段和广泛的 AADT 值范围内的模拟结果进行比较。结果不仅表明冲突可以作为安全的替代衡量标准,而且几何参数(例如附加车道的长度)的影响对 2+1 短程加速车道的安全性能起着至关重要的作用。