Evaluation of Pedestrian and Bicycle Exposure and Crash Risk at Signalized Intersections in San Diego


Book Description

Over the last decade, demand for active transportation modes such as walking and cycling has increased. While it is desirable to provide high levels of safety for these eco-friendly modes of travel, unfortunately, the overall percentage of pedestrian and bicycle fatalities, increased from 13% to 18% of total road crash fatalities in the last decade. In San Diego County, although the total number of pedestrian and cyclist fatalities decreased over the same period of time, a similar trend with a more drastic change is observed; the overall percentage of pedestrian and bicycle fatalities increased from 19.5% to 31.8%. Technological advancement in transportation has been creating new opportunities to explore and investigate new sources of data for the purpose of improving safety planning. This study aims to identify signalized intersections with the highest risk for walking and cycling within the City of San Diego, California, USA. Multiple data sources such as permanent pedestrian and bicycle counters, video cameras, and crash data were utilized. Data mining techniques and a new sampling strategy were adopted to demonstrate a holistic approach that can be applied to identify facilities with the highest need for improvement. Cluster analysis coupled with stratification was employed to select a representative sample of intersections for data collection and estimate annual average daily pedestrian and bicyclist (AADP and AADB). Additionally, the study quantified risk incorporating injury severity levels, the frequency of victims, distance crossed, and exposure into a single equation. It was found that not all intersections with the highest number of pedestrian and bicyclist victims were identified as high-risk after exposure and other factors such as crash severity were taken into account.




Models to Estimate Risk to Pedestrians at Signalized Intersections


Book Description

Presently there is no common method or measure to estimate the pedestrian crashes at intersections. Consequently the total number of pedestrian crashes at an intersection depends on pedestrian exposure or activity at the intersections. In general, pedestrian activity at a signalized intersection depends on the land use characteristics, demographic characteristics (population, household units), socio-economic characteristics (mean income, total employment), road network characteristics (average speed, number of approaches, number of lanes, presence of median), land use characteristics ( single family residential area, urban commercial residential area, commercial center area) and accessibility to public transit systems. These characteristics could be used as explanatory variables to estimate risk to pedestrian at a signalized intersection. The focus of this paper is to study the relationship between pedestrian crashes and explanatory variables, and develop models to estimate risk to pedestrians at signalized intersections. Data collected for 176 signalized intersections in the City of Charlotte, North Carolina are used to study the relationship and develop models using generalized linear models based on negative binomial analysis distribution. The number of pedestrian crashes at each signalized intersection is considered as the dependent variable and the land use characteristics, demographic characteristics, socio-economic characteristics, road network characteristics, number of transit stops and other explanatory variables are considered as the independent variables. The models developed could be proactively used to estimate risk to pedestrians and could be helpful in identifying suitable countermeasures to improve pedestrian safety at signalized intersections.




Proactive Evaluation of Safety for Vulnerable Road Users at Signalized Intersections


Book Description

Continued emphasis on active transportation has led to a proliferation of vulnerable road users (VRUs) such as bicyclists and pedestrians at intersections. Intersections are critical locations as many crashes occur due to mixed traffic flow and various conflicting patterns between road users. Intersection safety has primarily relied on historical crash data. However, due to several limitations including unpredictability and irregularity of occurrence of crashes in real environment, quantitative and qualitative determination of crashes may not be accurate. This study explores alternative measures to the traditional safety analysis known as surrogate safety measures (SSMs). SSMs such as Time to Collision (TTC), Post Encroachment Time (PET) and a variant of TTC, Relative Time to Collision (RTTC) were used to evaluate safety at ten signalized intersections in the city of San Diego. The analysis was conducted in two main parts: proactive safety evaluation for VRUs at signalized intersections by comparison of SSMs and predicting critical bicycle-vehicle conflicts at signalized intersections. In part one, frequency of each SSMs was estimated to identify critical intersections for VRUs and then a comparative study of each SSMs were conducted. It was found that RTTC alone was insufficient to accurately identify critical conflicts. Furthermore, safety evaluation results showed that a single SSM was not reliable but a combination of different SSMs was necessary to ensure the reliability of evaluations. In part two, logistic regression model was developed in R to predict critical conflicts based on PET measure. Bicycle-vehicle kinematics data were monitored for certain period before predicting critical conflicts. Several scenarios were analyzed considering different combinations of PET threshold value and monitoring period, and it was found that a scenario with PET threshold value of 3s and monitoring period of 2s led to the best model based on its statistical performance. Of the many input variables investigated, velocity of the conflicting objects and minimum relative approach velocity were found to be statistically more significant. The model was tested under two cases; sensitivity maximization and maximum overall accuracy, and it was found that sensitivity maximization was more suitable as it ensured accurate prediction of critical conflicts.







The Evaluation of Engineering Treatments for Right-Hook Crashes at Signalized Intersections with Bicycle Traffic


Book Description

A right-hook crash is a bicycle-motor vehicle crash between a right-turning motor vehicle and an adjacent through-moving bicycle. This study focuses on right-hook crashes that occur during the latter stage of the circular green indication at signalized intersections with shared right-turn and through lanes. The overall objective was to evaluate and identify engineering treatments that are effective in reducing the frequency and severity of right-hook crashes. The areas of engineering treatments that were considered are as follows: signage, pavement markings, curb radii, and protected intersections. The driver performance measures include visual attention, crash avoidance, and potential crash severity. The resulting analysis suggests that while these various driver performance metrics can be measured robustly, and all of the treatments had some positive effect on measured driver performance, it is not yet clear how to map the magnitudes of the differences to expected crash outcomes. Additional work is recommended to address the limitations of this study and to further consider the potential effects of the right-hook crash mitigation strategies from this research.




Analyzing Pedestrian Collision Risk Variables Through Statistical Modeling in San Diego


Book Description

This study aims to evaluate the relationship between 33 variables that fit into the categories of roadway environment, crossing characteristics, population characteristics, and travel behavior with collision risk for pedestrians in City of San Diego using 14 years worth of collision data. The dependent variable, collision risk, measures the ratio of pedestrian collisions to pedestrian volume, controlling for exposure. 60 study sites were disaggregated to approach and departure sides, which resulted in an expanded sample of 342 study cases. This study examines both four-way intersections and mid-block crossings. A preliminary analysis found 13 significant variables, all with weak associations with the pedestrian risk variable. Based on these results, two models were created and analyzed: simple linear regression models with the 13 significant variables, and a multiple linear regression model utilizing all 33 independent variables. The multiple linear regression model found four variables to be significant (sidewalk width, posted speed, curb ramp not present, and informal crosswalk not passable), all with a positive association. The significant variables from both models belong into two categories of variables: variables that increase the amount of time a pedestrian spends crossing the street without separation from vehicle traffic, and variables that decrease visibility. Recommendations for future studies include utilizing a larger sample to increase the probability of achieving statistical significance. This study’s inclusion of both mid-block and intersection sites increases the depth of understanding of pedestrian risk in the City of San Diego by more accurately reflecting the use of both intersection and mid-block crossing locations by pedestrians.







Traffic Monitoring Guide


Book Description




Guidance to Improve Pedestrian and Bicyclist Safety at Intersections


Book Description

Intersections are challenging locations for all road users, but they can be especially difficult for people walking and biking. Between 2014 and 2016, 27 percent of pedestrians and 38 percent of bicyclists killed in crashes were struck at intersections. The TRB National Cooperative Highway Research Program's NCHRP Research Report 926: Guidance to Improve Pedestrian and Bicyclist Safety at Intersections provides a succinct process for selecting intersection designs and operational treatments that provide safety benefits for pedestrians and bicyclists, and the most appropriate situation for their application. In 2016 and 2017, pedestrians and bicyclists made up 18 percent of all fatalities on U.S. streets, despite representing less than 4 percent of all trips. This continues an upward trend in these modes' share of roadway fatalities since 2007.




Urban Bikeway Design Guide, Second Edition


Book Description

NACTO's Urban Bikeway Design Guide quickly emerged as the preeminent resource for designing safe, protected bikeways in cities across the United States. It has been completely re-designed with an even more accessible layout. The Guide offers updated graphic profiles for all of its bicycle facilities, a subsection on bicycle boulevard planning and design, and a survey of materials used for green color in bikeways. The Guide continues to build upon the fast-changing state of the practice at the local level. It responds to and accelerates innovative street design and practice around the nation.