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    <title>Recent its_tsc_cp items</title>
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    <description>Recent eScholarship items from Conference Papers</description>
    <pubDate>Tue, 23 Jun 2026 10:21:10 +0000</pubDate>
    <item>
      <title>Using Time-Based Metrics to Compare Crash Risk Across Modes and Locations</title>
      <link>https://escholarship.org/uc/item/7vk8n6s4</link>
      <description>The objective of this work is to identify better metrics of exposure when comparing traffic crash risk across modes or across locations. We propose that total time travelled should be used for road user exposure to crash risk. The idea behind this is that travel time reflects the differences in speeds across different modes and hence should be used as the basic exposure metric from which crash risk based on other metrics, such as travel distance, can easily be derived. We also propose that when comparing crash risk of different modes across different locations the time-based mode share should be used as an explanatory variable. By using mode share we are generalizing the safety in numbers concept which focuses on absolute numbers. This work presents a discussion on why these two metrics were chosen and how they are different from the commonly used metrics. Quantitative evidence for the choice of time-based metrics is also presented using travel survey data to compare crash risk...</description>
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      <pubDate>Fri, 24 Apr 2026 00:00:00 +0000</pubDate>
      <author>
        <name>Guler, S. Ilgin</name>
      </author>
      <author>
        <name>Grembek, Offer</name>
      </author>
      <author>
        <name>Ragland, David R</name>
      </author>
    </item>
    <item>
      <title>Safety Assessment of Uncontrolled Intersections Using Both Conflict Probability and Severity</title>
      <link>https://escholarship.org/uc/item/92r8f3xr</link>
      <description>This paper presents a method to assess the safety of uncontrolled intersections considering both conflict probability and severity, which are two major properties of traffic conflicts. This method provides not only the safety level of the entire intersection but also the distribution of safety within intersections. Intersections are modelled by a two-dimensional Cartesian coordinate system and the internal space of intersections is divided into cells. Firstly, vehicle movement characteristics of at uncontrolled intersections are modelled. Secondly, conflict probability of each cell within the intersection is estimated considering approaching probability and lateral migration probability of vehicles. The quantification of conflict severity is based on kinetic energy loss of potential crashes. Grey cluster analysis is used to combine conflict probability and severity to model the safety assessment of each cell. Thirdly, the application of this method discussed, and an overall safety...</description>
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      <pubDate>Wed, 22 Apr 2026 00:00:00 +0000</pubDate>
      <author>
        <name>Ma, Yingying</name>
      </author>
      <author>
        <name>Qin, Xiaoran</name>
      </author>
      <author>
        <name>Grembek, Offer</name>
      </author>
      <author>
        <name>Chan, Zhiwei</name>
      </author>
    </item>
    <item>
      <title>Using Variable Speed Limits To Reduce Rear-End Collision Risks Near Recurrent Bottlenecks</title>
      <link>https://escholarship.org/uc/item/05w6f3q6</link>
      <description>Rear-end collisions would occur if vehicle speeds decrease abruptly when encountering kinematic waves (KWs) emanating from active bottlenecks. This study aims to develop a control strategy in variable speed limits (VSL) to reduce rear-end collision risks near recurrent bottlenecks. Using the crash prediction model developed for rear-end collisions related to risky KWs, the effectiveness of VSL control strategies were evaluated in the cell transmission model (CTM). Several strategies were tested in sequence to determine the best case for risk reduction. Results of this study show that the collision risk can be effectively reduced if the speed limit is lowered in an opportune occasion. The VSL needs to response quickly to the fast changing traffic condition while should simultaneously avoid the potential disturbance to the traffic. According to the simulation results, the following recommendations are made when implementing the VSL to improve safety situation near recurrent bottlenecks:...</description>
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      <pubDate>Wed, 22 Apr 2026 00:00:00 +0000</pubDate>
      <author>
        <name>Li, Zhibin</name>
      </author>
      <author>
        <name>Liu, Pan</name>
      </author>
      <author>
        <name>Bigham, John M..</name>
      </author>
      <author>
        <name>Ragland, David R.</name>
      </author>
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