Abstract

Network segmentation is foundational and critical to traffic safety analysis. Existing approaches to conduct segmentation require engineering judgement and are subject to a lack of standard metrics for assessing segmentation performance. This paper presents a novel methodology for data-driven analytics of crash distribution, crash aggregation, and network segmentation. It provides general solutions to determine optimal segment lengths for rigorous safety analysis, and extends the knowledge of crash distribution and aggregation for innovating segment-based safety analysis. The methodology is based on a redesigned spectral analysis of crash density in the spatial frequency domain (SFD) in which frequency components represent the natural patterns how crashes occur along roadways. By proposing the one-dimensional spatial frequency domain analysis (SFDA), this paper reveals the characteristic of power spectral concentration within the low frequency band for crash distribution. Based on this finding, this paper further proposes the power spectral segment length (PSSL) for determining optimal segment lengths and the power spectral percentage (PSP) for assessing the segmentation performance. Based on those new concepts and inferences, the paper proposes the low-pass filtering (LPF) method that outperforms the sliding window (SW) method, and the improved wavelet-based method that identifies high-risk segments properly. Those new techniques are easy to implement and ready for practical application. This research illustrates that interdisciplinary and innovative analytics combined with high-quality data collected by intelligent transportation infrastructure can reshape the fundamental knowledge and conventional paradigms in traffic safety.

Highlights

  • Motor vehicle crashes are among the leading causes of death in the United States [1]

  • The first metric indicates that 7 corridors have major power (73.65%–86.60%) concentrated in the lowest 1/4 bandwidth (0–0.5 S-Hz/0–2 S-Hz), and 2 corridors have over half (54.04% and 57.53%) power concentrated in the lowest 1/4 bandwidth

  • The second metric indicates that 8 corridors have major power (73.23%–84.47%) concentrated in the lowest 2/5 bandwidth (0–2 S-Hz/0–5 S-Hz), and only 1 corridor has over half (65.94%) power concentrated in the lowest 2/5 bandwidth

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Summary

Introduction

Motor vehicle crashes are among the leading causes of death in the United States [1]. To improve safety performance of highway facilities, researchers conduct safety analysis based on crash and roadway data for highway planning, design, operations, and maintenance. By segmenting the network into either homogeneous or heterogeneous segments and establishing the relationship between crash data and roadway characteristics, researchers and engineers can trivially conduct safety analysis tasks, such as network screening, diagnosis, countermeasure selection, crash predication, and the development and application of crash modification factors (CMFs) [3]. Fixed-length segmentation weights the crash information aggregated in each segment in a spatially equivalent manner by dividing the network into predetermined lengths. This approach is straightforward to implement, especially for many traditionally aggregated datasets [7]. A short segment length is necessary for capturing fine details of spatial information but may cause measurements to be oversensitive while a long segment length may alleviate over-sensitivity and redundancy but could filter out many fine details

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