Abstract

To facilitate the evaluation of the safety performance of freeway merge, diverge, and weave areas, conventional crash-based Safety Performance Functions (SPFs) were developed using generalized linear models (GLM) with a negative binomial (NB) error structure. However, crash-based SPFs may not take into account all factors that contribute to the crashes. The use of simulated conflicts as a surrogate safety measure to predict crashes can address this issue and provide recommendations for the designs and traffic control strategies. This approach was explored by using Surrogate Safety Assessment Model (SSAM) and VISSIM software to generate and analyze conflicts for merge areas on Ontario freeways. Crash-conflict integrated SPFs with different Time to Collision (TTC) thresholds were then developed and compared. Their predictive capabilities were also evaluated. To complement this analysis, the transferability of US crash prediction models to Ontario data was evaluated and the goodness-of-fit of these models was explored.

Highlights

  • 1.1 Road Safety IssuesTransportation problems such as the increased traffic congestion and amount of traffic collisions have become critical global challenges

  • The goodness-of- fit was determined by evaluating P- values, Mean prediction bias (MPB), Mean absolute deviation (MAD), Mean squared prediction error (MSPE), Mean squared error (MSE), k, and Cumulative Residual (CURE) plots for these models

  • Collision data for 22 sites were collected from auxiliary lanes and adjacent freeway mainline to develop the Safety Performance Functions (SPFs) for weave areas

Read more

Summary

Road Safety Issues

Transportation problems such as the increased traffic congestion and amount of traffic collisions have become critical global challenges. The fatalities and injuries occurring in motor vehicle collisions lead to high costs for society. According to a report from Transport Canada 2007, the annual social costs of the 613,000 motor vehicle collisions regarding loss of life, medical treatment, rehabilitation, lost productivity, and property damage was around $62.7 billion (4.9% of Canada’s 2004 Gross Domestic Product). In terms of Ontario, the social cost generated by motor vehicle collisions in 2004 was $18 billion, in which fatalities made the largest single contribution of $11 billion (Vodden 2007; Heydari 2012). High speed and lane change maneuver behaviours can increase the risk of collisions on freeways. Designed ramps with inappropriate speed-change lanes could result in high frequency of collisions

Problem Statement
Objectives
Organization of Thesis
Methodologies
Goodness of Prediction Measures
Crash Prediction Models for Freeway Entrance and Exit Ramps
Surrogate Safety Measures
Traffic Conflict Techniques
Software Overview
VISSIM
Definition of Speed-Change Lanes
Merge and Diverge Influence Areas
Weave Influence Areas
Geometry Data
Traffic Volumes
Crash Data
Develop Crash-based Safety Performance Functions for Speed-Change Lanes
Coding Merge Areas in VISSIM
VISSIM Input Data
Coding of Geometric Features
Speed Control Coding
Model Calibration
Simulation Setting
Conflict Analysis from SSAM
Development of Conflict-based Safety Performance Functions for Merge Areas
Development of Crash-Conflict Integrated Safety Performance Functions for Merge Areas
Merge Areas
Crash-Merge-ACC SPFs
Model Comparison
Diverge Areas
Crash-Diverge-DEC SPFs
Weave Areas
Model Validation Test
NCHRP 17-45 Model Transferability Analysis
Findings
Summary and Conclusions
Full Text
Paper version not known

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call

Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.