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    <title>Recent its_tsc_rw items</title>
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    <description>Recent eScholarship items from Research Reports</description>
    <pubDate>Sun, 28 Jun 2026 15:52:12 +0000</pubDate>
    <item>
      <title>Jaywalking in California: History, Pedestrian Safety Trends, Law Enforcement Patterns, and Decriminalization Legislation</title>
      <link>https://escholarship.org/uc/item/4x06k8ww</link>
      <description>This report investigates jaywalking laws in connection with traffic safety, racial equity, and street design, focusing on California. It traces the concept of "jaywalking" to an early 20th-century auto industry campaign to shift safety responsibility from drivers to pedestrians. By analyzing national and California pedestrian injury and fatality data (2009–2022) alongside California Racial and Identity Profiling Act (RIPA) police stop data (2018–2022), the study describes demographic disparities in both pedestrian crashes and law enforcement of jaywalking. It also documents recent legislative efforts in California and other states and cities to decriminalize or reform jaywalking enforcement. Findings show that pedestrian fatalities reached a 40 year high in 2022, with California’s rates consistently exceeding the national average. Significant racial and economic disparities exist: Black pedestrians experience fatality rates multiple times those of White pedestrians, and lower-income...</description>
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      <pubDate>Fri, 5 Jun 2026 00:00:00 +0000</pubDate>
      <author>
        <name>Santos, Mike</name>
      </author>
      <author>
        <name>Lutzker, Liza</name>
      </author>
      <author>
        <name>Griswold, Julia, PhD</name>
      </author>
    </item>
    <item>
      <title>Vehicle Weight Safety Study Academic Report</title>
      <link>https://escholarship.org/uc/item/6rg2r0cj</link>
      <description>The Vehicle Weight Safety Study provides supporting analysis for the California Transportation Commission’s study on therelationship between vehicle weight and road user injury and roadway degradation required by Assembly Bill (AB) 251, which was signed by the Governor in October 2023. To inform the work of the CTC, this report summarizes trends of road user injuries and fatalities in California and potential factors contributing to these trends (Chapter 2); summarizes trends in vehicle weight, size, and height for registered vehicles in California (Chapter 3); documents the landscape of policy solutions focused on vehicle size that might address California’s road user injuries and fatality challenge (Chapter 4); analyzes the impact of potential weight-based fees on consumer vehicle purchasing behavior (Chapter 5); and, analyzes the relationship between shifts in passenger vehicle weight and degradation of road infrastructure (Chapter 6).</description>
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      <pubDate>Mon, 2 Mar 2026 00:00:00 +0000</pubDate>
      <author>
        <name>Raifman, Matthew, PhD</name>
      </author>
      <author>
        <name>Griswold, Julia, PhD</name>
      </author>
      <author>
        <name>Brownstone, David, PhD</name>
      </author>
      <author>
        <name>Harvey, John, PhD</name>
      </author>
      <author>
        <name>Stahl, Amalia, MA</name>
      </author>
      <author>
        <name>Atkins, Jon</name>
      </author>
      <author>
        <name>Johnson, Celia</name>
      </author>
      <author>
        <name>Anderson, Michael, PhD</name>
      </author>
      <author>
        <name>Vaco, Federico, PhD</name>
      </author>
    </item>
    <item>
      <title>A context-sensitive roadway classification framework for speed limit setting in the US</title>
      <link>https://escholarship.org/uc/item/3xd0k23j</link>
      <description>In the US, speed limit setting (SLS) procedures have historically relied on driver-behavior-based methods, such as the 85th percentile speed, which are considered objective and allow for consistent application. However, this approach has notable shortcomings, including drivers’ tendency to underestimate their speeds, speed creep, and insufficient consideration of vulnerable road users, which may conflict with the Safe System Approach and Vision Zero initiatives endorsed by the USDOT (US Department of Transportation). In contrast, context-sensitive approaches, which classify roads based on roadway typologies, have been developed in countries like New Zealand, Sweden, the Netherlands, and Australia. While effective, these approaches have largely been applied outside the US, leaving many US roads with speed limits that may not fit their surroundings or adequately address pedestrian and cyclist safety. Drawing on New Zealand’s One Network Framework, we developed a US-based, context-sensitive...</description>
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      <pubDate>Tue, 16 Sep 2025 00:00:00 +0000</pubDate>
      <author>
        <name>Hsu, Cheng-Kai</name>
      </author>
      <author>
        <name>Tsao, Melody</name>
      </author>
      <author>
        <name>Moran, Marcel E</name>
      </author>
      <author>
        <name>Griswold, Julia B</name>
      </author>
      <author>
        <name>Schneider, Robert J</name>
      </author>
      <author>
        <name>Bigham, John M</name>
      </author>
    </item>
    <item>
      <title>Creating an Inclusive Bicycle Level of Service: Virtual Bicycle Simulator Study</title>
      <link>https://escholarship.org/uc/item/6gd9s0bf</link>
      <description>Bicycle level of service (BLOS) is an essential performance measure for transportation agencies to monitor and prioritize improvements to infrastructure, but existing measures do not capture the nuance of facility differences on the state highway system. However, with the advancements in virtual reality (VR) technology, a VR bicycle simulator is an ideal tool to safely gather user feedback on a variety of bicycling environments and conditions. This research explored the benefits and limitations of using a VR environment to assess individuals’ bike infrastructure preferences. We conducted a bicyclist user experience survey in person on SafeTREC’s VR bicycle simulator and online and compared the results. The online survey consisted of showing participants pairs of VR videos of biking scenarios and asking them to choose the one that they preferred. To validate the online survey responses, we conducted in-person experiments with a VR bike simulator using the same pairs of videos....</description>
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      <pubDate>Fri, 21 Feb 2025 00:00:00 +0000</pubDate>
      <author>
        <name>Griswold, Julia B., PhD</name>
        <uri>https://orcid.org/0000-0002-1125-3316</uri>
      </author>
      <author>
        <name>Aguilar, Edna</name>
      </author>
      <author>
        <name>Wang, Han</name>
      </author>
      <author>
        <name>Miah, Md Mintu, PhD</name>
        <uri>https://orcid.org/0000-0001-6073-3896</uri>
      </author>
    </item>
    <item>
      <title>Observational Study of Cell Phone and Texting Use Among California Drivers 2015 and Comparison to 2011 through 2014 Data</title>
      <link>https://escholarship.org/uc/item/3qk7z3br</link>
      <description>This methodological and analysis report outlines the procedures and findings for the fifth annual wave of the “Observational Survey of Cell Phone and Texting Use among California Drivers Study, ”conducted by Ewald &amp;amp; Wasserman Research Consultants (E&amp;amp;W) on behalf of the&amp;nbsp;&amp;nbsp;&amp;nbsp; California Office of Traffic Safety (OTS) and the Safe Transportation Research and Education Center (SafeTREC) at the University of California, Berkeley.</description>
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      <pubDate>Wed, 13 Nov 2024 00:00:00 +0000</pubDate>
      <author>
        <name>Cooper, Jill F</name>
      </author>
      <author>
        <name>Ragland, David R</name>
      </author>
      <author>
        <name>Ewald, Katrin</name>
      </author>
      <author>
        <name>Lisa, Wasserman</name>
      </author>
      <author>
        <name>Murphy, Christopher J</name>
      </author>
    </item>
    <item>
      <title>Automated Assessment of Safety-Critical Dynamics in Multi-modal Transportation Systems</title>
      <link>https://escholarship.org/uc/item/33d7m0h1</link>
      <description>With the advent of emerging technologies, urban intersections are being increasingly equipped with various types of video-based and in-pavement sensing systems to facilitate round-the-clock monitoring and optimization of multi-modal flows. In comparison, the assessment of the safety performance of these facilities continues to be largely based on either crash history or citizen grievances.&amp;nbsp; Herein lies an opportunity to apply advanced sensing platforms to proactively monitor safety-critical events of multi-modal road users. This work presents a traffic safety monitoring framework which showcases the capabilities of utilizingin-pavement sensors to provide a detailed, automated assessment of mobility and safety-related performance measures for multi-modal traffic at signalized intersections. This effort supplements the crash data-based retrospective studies by routinely monitoring the safety-critical behavior of multimodal traffic. Herein, the term safety-critical refers to...</description>
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      <pubDate>Wed, 13 Nov 2024 00:00:00 +0000</pubDate>
      <author>
        <name>Medury, Aditya</name>
      </author>
      <author>
        <name>Yu, Mengqiao</name>
      </author>
      <author>
        <name>Bourdais, Cedric</name>
      </author>
      <author>
        <name>Grembek, Offer</name>
      </author>
    </item>
    <item>
      <title>Safe Routes for Older Adults</title>
      <link>https://escholarship.org/uc/item/01t1w86c</link>
      <description>Whether rural, suburban or urban dweller, transportation is a critical lifeline to meet the needs of daily living, maintain independence and enable social connection. Walking and bicycling are important transportation alternatives to motor vehicle travel. They are also important sources of physical activity and social connectedness. Creating and/or enhancing environments to be more supportive of walking and bicycling has been a significant initiative within the transportation and health communities for over a decade, with important progress in many locations.&amp;nbsp; Rates of walking and bicycling are up in California, and active transportation policies have become more institutionalized at the state and local level (e.g., Caltrans’ “Toward An Active California State Bicycle/Pedestrian Plan” and the City of Los Angeles Complete Streets Design Guide). &amp;nbsp;With the increased focus on walking and bicycling comes opportunities to improve the safety of the transportation environment...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/01t1w86c</guid>
      <pubDate>Wed, 13 Nov 2024 00:00:00 +0000</pubDate>
      <author>
        <name>McMillan, Tracy</name>
      </author>
      <author>
        <name>Lopez, Ana</name>
      </author>
      <author>
        <name>Cooper, Jill</name>
      </author>
    </item>
    <item>
      <title>Classification of bicycle traffic patterns in five North American Cities</title>
      <link>https://escholarship.org/uc/item/0ks783x0</link>
      <description>This paper analyses bicycle ridership patterns using a unique database of automated bicycle counts from approximately 40 locations in five North American cities and along the Route Verte in Quebec. The cities involved in this study are Montreal, Ottawa, Portland, San Francisco, and Vancouver. Count data show that the bicycle volume patterns at each location can be classified as utilitarian, mixed utilitarian, recreational and mixed recreational. Study locations classified into each of these categories are found to have consistent hourly and weekly traffic patterns, despite important differences between these cities in terms of factors such as weather, size, and urban form. Expansion factors for each location type are presented by hour and day of the week. There were differences in seasonal patterns of bicycle activity between the study locations, so different monthly expansion factors are presented for each city. Finally, some traffic volume characteristics are presented for comparison...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/0ks783x0</guid>
      <pubDate>Fri, 16 Aug 2024 00:00:00 +0000</pubDate>
      <author>
        <name>Miranda-Moreno, Luis F.</name>
      </author>
      <author>
        <name>Nosal, Thomas</name>
      </author>
      <author>
        <name>Schneider, Robert J.</name>
      </author>
      <author>
        <name>Proulx, Frank</name>
      </author>
    </item>
    <item>
      <title>Evaluate the Safety Effects of Adopting a Stop-as-Yield Law for Cyclists in California</title>
      <link>https://escholarship.org/uc/item/64h2s9cj</link>
      <description>The escalating number of injuries and fatalities among cyclists is a pressing safety concern. In the United States, communities are actively seeking strategies to boost cyclist safety, with some states implementing bike-specific policies, such as stop-as-yield laws, to support cyclists. Stop-as-yield laws allow cyclists to treat stop signs as yield signs. The laws are not yet widely implemented, and their potential safety impact is a subject of debate among transportation experts and advocates. This study investigates how stop-as-yield laws can positively or negatively affect safety and provides insights and guidelines for California policymakers and safety practitioners if the law passes in California. We collected cyclist data from five states that have enacted stop-as-yield laws—Idaho, Arkansas, Oregon, Washington and Delaware—and data from some of their contiguous states without such legislation. Using an observational before-after study with comparison groups at the state...</description>
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      <pubDate>Fri, 9 Aug 2024 00:00:00 +0000</pubDate>
      <author>
        <name>Mahdinia, Iman, PhD</name>
        <uri>https://orcid.org/0000-0003-1199-7398</uri>
      </author>
      <author>
        <name>Griswold, Julia B., PhD</name>
        <uri>https://orcid.org/0000-0002-1125-3316</uri>
      </author>
      <author>
        <name>Unda, Rafael</name>
        <uri>https://orcid.org/0000-0001-8072-9843</uri>
      </author>
      <author>
        <name>Sohrabi, Soheil, PhD</name>
        <uri>https://orcid.org/0000-0002-6298-5365</uri>
      </author>
      <author>
        <name>Grembek, Offer, PhD</name>
        <uri>https://orcid.org/0000-0003-1869-9457</uri>
      </author>
    </item>
    <item>
      <title>Assessing the Variation of Curbside Safety at the City Block Level</title>
      <link>https://escholarship.org/uc/item/46n9669d</link>
      <description>Investigating the dynamics behind the likelihood of vehicle crashes has been a focal research point in the transportationsafety field for many years. However, the abundance of data in today's world generates opportunities for deepercomprehension of the various parameters affecting crash frequency. This study incorporates data from many differentsources including geocoded police-reported crash data, curbside infrastructure data and socio-demographic data for thecity of San Francisco, CA. Findings revealed that the GFMNB model provides a better statistical fit than the FMNB andNB model in terms of AIC and log likelihood, while the NB model outperformed both mixture models in terms of BIC dueto model complexity of the latter. Among the signicant variables, TNC pick-ups/dropoffs and duration of parked vehicleswere positively associated with segment-level crashes.</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/46n9669d</guid>
      <pubDate>Thu, 1 Dec 2022 00:00:00 +0000</pubDate>
      <author>
        <name>Medury, Aditya, PhD</name>
      </author>
      <author>
        <name>Vlachogiannis, Dimitris</name>
        <uri>https://orcid.org/0000-0001-5486-0274</uri>
      </author>
      <author>
        <name>Grembek, Offer, PhD</name>
        <uri>https://orcid.org/0000-0003-1869-9457</uri>
      </author>
    </item>
    <item>
      <title>The Impact of COVID-19 on the Mobility Needs of an Aging Population in Contra Costa County</title>
      <link>https://escholarship.org/uc/item/8kb9s9wt</link>
      <description>In 2018, SafeTREC conducted a survey on transportation mobility issues among older adults in California. A follow-up survey planned for 2020, just as the COVID-19 pandemic changed life for all residents, was redesigned to assess mobility needs and changes during the Shelter-in-Place order and focused on COVID-19 impacts. Results indicate that the COVID-19 pandemic and subsequent Shelter-in-Place order have had a major impact on senior mobility. Communications for many were restricted to phone, email, texts, social media and video chats. Among those with a medical problem, just over 60% called a doctor or nurse line or went to a doctor’s office, while 11.2% went to an emergency room, and 8.6% did nothing. A total of 8% of respondents said they had run out of food or other important items during the Shelter-in-Place order. Rates of exercise outside the home dropped 20% between January and June 2020, and while over 60% sought outside entertainment in January 2020, by June 2020, nearly...</description>
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      <pubDate>Mon, 7 Dec 2020 00:00:00 +0000</pubDate>
      <author>
        <name>Ragland, David R, PhD, MPH</name>
      </author>
      <author>
        <name>Schor, Glenn, PhD, MPH</name>
        <uri>https://orcid.org/0000-0001-9006-8751</uri>
      </author>
      <author>
        <name>Felschundneff, Grace</name>
      </author>
    </item>
    <item>
      <title>Prehospital Response Time and Traumatic Injury—A Review</title>
      <link>https://escholarship.org/uc/item/8978m2pn</link>
      <description>A significant proportion of fatalities from motor vehicle collisions (MVC) could be prevented through better emergency medical service (EMS) care. Despite a lack of conclusive research, there is a consensus that prehospital time (the time between the MVC and the patient’s arrival at the hospital) must be reduced as much as possible. Many studies use response time (the time between EMS dispatch and arrival at the scene) as an indicator of overall prehospital time and a metric of EMS performance. However, there are other components of prehospital time that may be equally important, including the discovery time between the collision and EMS notification, the on-scene time, and the transport time from the scene to the hospital. In rural MVCs, the discovery time can be substantial if there are no witnesses or survivors capable of calling emergency services. Technologies that automatically detect MVCs can shorten discovery times in such circumstances. Transport times depend on the distance...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/8978m2pn</guid>
      <pubDate>Tue, 14 May 2019 00:00:00 +0000</pubDate>
      <author>
        <name>Doggett, Sarah</name>
      </author>
      <author>
        <name>Ragland, David R.</name>
      </author>
      <author>
        <name>Felschundneff, Grace</name>
      </author>
    </item>
    <item>
      <title>Evaluation of Injury Severity Updates in California Collision Data</title>
      <link>https://escholarship.org/uc/item/6n00x12d</link>
      <description>&lt;p&gt;Fatal or injury collisions in California must be reported to the California Highway Patrol (CHP) for inclusion in the Statewide Integrated Traffic Records System (SWITRS). After records have been entered into SWITRS they are made publicly available and are accessible through the CHP’s report and data retrieval site called I-SWITRS. However, records accessed in SWITRS are considered provisional and can be updated several years after initial entry. This includes the injury severity level of collisions. If the collision data was accessed prior to an injury severity update, the agency retrieving the data may unknowingly be working with an outdated version. This can have an impact on government agencies use of data driven safety analyses to apply for safety improvement funding in order to achieve key safety goals in reducing fatal and serious injury collisions. This paper evaluated the frequency and level of injury severity changes for severe injury and fatal collisions that occurred...</description>
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      <pubDate>Tue, 14 May 2019 00:00:00 +0000</pubDate>
      <author>
        <name>Bigham, John</name>
      </author>
      <author>
        <name>Oum, Sang Hyouk</name>
      </author>
    </item>
    <item>
      <title>Evaluating Research on Data Linkage to Assess Underreporting of Pedestrian and Bicyclist Injury in Police Crash Data</title>
      <link>https://escholarship.org/uc/item/0jq5h6f5</link>
      <description>Traffic safety decisions are based predominantly on information from police collision reports. However, a number of studies suggest that such reports tend to underrepresent bicycle and pedestrian collisions. Underreporting could lead to inaccurate evaluation of crash rates and may under- or overestimate the effects of road safety countermeasures. This review examined ten studies that used data linkage to explore potential underreporting of pedestrian and/or bicyclist injury in police collision reports. Due to variations in definitions of reporting level, periods of study, and study locations, it was difficult to directly compare the studies. Even among the six studies using the hospital link definition, estimates of reporting levels ranged from 44 to 75 percent for pedestrian crashes, and from 7 to 46 percent for bicycle crashes, suggesting a severe underreporting problem. However, few of the studies provided estimates of the error around their reporting level estimates, and as...</description>
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      <pubDate>Tue, 14 May 2019 00:00:00 +0000</pubDate>
      <author>
        <name>Doggett, Sarah</name>
      </author>
      <author>
        <name>Ragland, David R.</name>
      </author>
      <author>
        <name>Felschundneff, Grace</name>
      </author>
    </item>
    <item>
      <title>Assessing and Addressing the Mobility Needs of an Aging Population</title>
      <link>https://escholarship.org/uc/item/8p7283gg</link>
      <description>The mobility needs of an aging population is one of the most substantial challenges facing California in the coming decades. The number of residents age 65 and older is expected to double between 2012 and 2050, and the number age 85 and above is expected to increase by over 70% between 2010 and 2030. Declines in physical function related to age may reduce mobility options dramatically. A survey of 510 residents age 55 and older in Contra Costa County was conducted to determine mobility patterns and limitations related to age and other factors. Results of the survey indicate that a majority of seniors are car dependent. However, some older adults miss important activities due to mobility limitations associated with increasing age, poorer health, living alone, not having a licensed driver in the household, and having a disability. Mobility options are also limited in some geographic areas and demographic groups. Importantly, older adults want to “age in place.” Based on these findings...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/8p7283gg</guid>
      <pubDate>Thu, 9 May 2019 00:00:00 +0000</pubDate>
      <author>
        <name>Ragland, David R</name>
      </author>
      <author>
        <name>MacLeod, Kara E</name>
        <uri>https://orcid.org/0000-0003-0971-3288</uri>
      </author>
      <author>
        <name>McMillan, Tracy</name>
      </author>
      <author>
        <name>Doggett, Sarah</name>
      </author>
      <author>
        <name>Felschundneff, Grace</name>
      </author>
    </item>
    <item>
      <title>Observational Study of Cell Phone and Texting Use Among California Drivers 2012 and Comparison to 2011 Data</title>
      <link>https://escholarship.org/uc/item/9vd2x6dm</link>
      <description>This methodological report describes survey research and data collection methods employed for the second Observational Survey of Cell Phone and Texting Use among California Drivers study conducted in 2012. This study was conducted by Ewald &amp;amp; Wasserman Research Consultants (E&amp;amp;W) on behalf of the California Office of Traffic Safety and the Safe Transportation Research and Education Center at University of California at Berkeley. The survey’s goal was to obtain a statewide statistically representative observational sample of California’s cell phone use behaviors, focusing on mobile device use and compare it to 2011 survey data. Vehicle drivers were observed at controlled intersections, such as traffic lights and stop signs, using a protocol similar to the National Occupancy Protection Use Study methodology published by the National Highway Traffic Safety Administration. The sample frame included a total of 5,664 vehicle observations from 129 sites. The total percentage of...</description>
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      <pubDate>Sun, 12 Jul 2015 00:00:00 +0000</pubDate>
      <author>
        <name>Cooper, Jill F</name>
      </author>
      <author>
        <name>Ragland, David R</name>
      </author>
      <author>
        <name>Ewald, Katrin</name>
      </author>
      <author>
        <name>Wasserman, Lisa</name>
      </author>
      <author>
        <name>Murphy, Christopher J</name>
      </author>
    </item>
    <item>
      <title>A Database for Active Transportation Infrastructure and Volume</title>
      <link>https://escholarship.org/uc/item/8q9021rc</link>
      <description>Information about pedestrian infrastructure and volume is indispensable to monitoring, evaluating, and improving the environment for comfortable and safe walking. However, determining and organizing the various types of data in a way that is easy to update and analyze can present challenges. This study designed and developed a relational database for pedestrian infrastructure and volume, and comprises two core components (node table and approach table) and several sub-components (tables for crosswalks, sidewalks, buffers, signs, transits, bikeways, bicycle parking, and volumes). Important measurements were proposed based on the literature and practice review and grouped into different component categories based on their attributes and relationships. To connect all the components, links were defined according to their relative locations. To prove the feasibility of the database, an infrastructure data collection pilot was conducted across 100 miles of California highways using...</description>
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      <pubDate>Sun, 12 Jul 2015 00:00:00 +0000</pubDate>
      <author>
        <name>Proulx, Frank R.</name>
      </author>
      <author>
        <name>Zhang, Yuanyuan, PhD</name>
      </author>
      <author>
        <name>Grembek, Offer, PhD</name>
      </author>
    </item>
    <item>
      <title>Strategies for Reducing Pedestrian and Bicyclist Injury at the Corridor Level</title>
      <link>https://escholarship.org/uc/item/8n53t13f</link>
      <description>A systemic approach for identifying potential safety countermeasures and implementing them across groups of locations sharing the same risk characteristics has been developed for pedestrian-vehicle collisions. This study was funded by the California Department of Transportation (Caltrans) to develop methods for identifying sites where there is potential for significant reductions in pedestrian and bicyclist injury. Data collected between 1998 and 2007 from a 16.5-mile section of San Pablo Avenue (SR 123) in the San Francisco East Bay was used as the study area. A database containing all useful crash information was developed and applied to study the spatial patterns, crash types, and location types of pedestrian-related collision. Several data stratifications were investigated to determine appropriate data aggregations for pedestrian safety analysis. Bicycle-related collisions were also included in the analysis to show the differences between pedestrian and bicycle collisions....</description>
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      <pubDate>Sun, 12 Jul 2015 00:00:00 +0000</pubDate>
      <author>
        <name>Grembek, Offer</name>
      </author>
      <author>
        <name>Zhang, Yuanyuan</name>
      </author>
      <author>
        <name>Yavari, Afsaneh</name>
      </author>
      <author>
        <name>Yang, Zhao</name>
      </author>
      <author>
        <name>Ragland, David</name>
      </author>
    </item>
    <item>
      <title>Ten Years Later: Examining the Long-Term Impact of the California Safe Routes to School Program</title>
      <link>https://escholarship.org/uc/item/8m59g6vx</link>
      <description>California was the first state to legislate a Safe Routes to School (SR2S) program under Assembly Bill AB 1475 (1999). SR2S funds construction projects that make it safer for children to walk/bicycle to school and encourage a greater number of children to choose these modes of travel for the school commute. The main goal of this project was to assess the long-term impact of program-funded engineering modifications on walking/bicycling levels and on safety. Evaluation of improvements was determined using a targeted method of determining the countermeasures to result in safety and mode shift. Major results indicate that safety of pedestrians increased within 250 feet of an infrastructure improvement, such as a sidewalk. There was also evidence of mode shift near improvements, as well. Positive results for safety and mobility, as well as improved data collection for funded programs, should make Safe Routes to School programs competitive among other transportation needs.&amp;nbsp;</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/8m59g6vx</guid>
      <pubDate>Sun, 12 Jul 2015 00:00:00 +0000</pubDate>
      <author>
        <name>Ragland, David R</name>
      </author>
      <author>
        <name>Pande, Swati</name>
      </author>
      <author>
        <name>Bigham, John</name>
      </author>
      <author>
        <name>Cooper, Jill F</name>
      </author>
    </item>
    <item>
      <title>Limitations of Data on Cell Phone Involvement in Collisions: A Case Study of California</title>
      <link>https://escholarship.org/uc/item/7n02398s</link>
      <description>With the increasing prevalence of mobile technology and high-profile crashes bringing attention to distracted driving, data on cell phone involvement in collisions is critical for understanding the extent of the problem, examining the effectiveness of policies, and developing interventions to improve safety. Some limitations of existing data have been previously identified, but this paper examines the specific case of California’s collision data. Temporal, geographic, and jurisdictional trends are analyzed to identify the source and type of inconsistencies in the cell phone involvement data. Matching and  comparison of state and federal data sources highlight further limitations. Data could be improved by simplifying the California crash report form and aligning variables to be more consistent with federal standards. In the meantime, it is not recommended that existing data on cell phone involvement in collisions be used for any analyses to evaluate policy or driver behavior.</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/7n02398s</guid>
      <pubDate>Sun, 12 Jul 2015 00:00:00 +0000</pubDate>
      <author>
        <name>Griswold, Julia B., Corresponding author</name>
      </author>
      <author>
        <name>Grembek, Offer</name>
      </author>
    </item>
    <item>
      <title>Traffic Injury on Tribal Lands in California</title>
      <link>https://escholarship.org/uc/item/6v97d95z</link>
      <description>There is a disproportional risk of motor vehicle death and injury among American Indian/Alaska Native (AI/AN) populations in the United States. As home to the nation’s largest population of AI individuals, it is vital that California develop a better understanding of the factors contributing to this risk to guide the development and implementation of interventions to improve traffic safety for this population on the nearly 100 Rancherias and reservations in the state. However, there is very little data about the numbers and types of collisions, and driver and environmental factors contributing to the collisions that occur on tribal lands. As a first step toward better understanding the scope of the risk disparity, and the shortcomings in data collection, SafeTREC conducted a literature review and crash analysis using data from the Statewide Integrated Traffic Record System (SWITRS) and tribal area base maps targeting these communities. As a result of presentations and discussions...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/6v97d95z</guid>
      <pubDate>Sun, 12 Jul 2015 00:00:00 +0000</pubDate>
      <author>
        <name>Ragland, David, PhD, MPH</name>
      </author>
      <author>
        <name>Bigham, John</name>
      </author>
      <author>
        <name>Oum, Sang Hyouk</name>
      </author>
      <author>
        <name>Chen, Katherine</name>
      </author>
      <author>
        <name>Felschundneff, Grace</name>
      </author>
    </item>
    <item>
      <title>Experimental Evaluation of the Continuous Risk Profile (CRP) Approach to the Current Caltrans Methodology for High Collision Concentration Location Identification</title>
      <link>https://escholarship.org/uc/item/6sg5c0ng</link>
      <description>This report evaluates the performance of Continuous Risk Profile (CRP) compared with the Sliding Window Method (SWM) and Peak Searching (PS) methods. These three network screening methods all require the same inputs: traffic collision data and Safety Performance Functions (SPFs), however, depending on how these input parameters are analyzed at the network screening level, the result of the analysis can vary significantly. Findings indicated that the CRP method produced far fewer false positives than SWM and PS. The false negative rates for CRP, SWM and PS were comparable. These findings indicate that by using the CRP method, California Department of Transportation (Caltrans) can significantly reduce the resources spent on investigating falsely identified locations and better utilize the resources in improving high collision concentration locations. It will also help Caltrans in reducing the backlog in Caltrans Table C.</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/6sg5c0ng</guid>
      <pubDate>Sun, 12 Jul 2015 00:00:00 +0000</pubDate>
      <author>
        <name>Grembek, Offer</name>
      </author>
      <author>
        <name>Kim, Kwangho</name>
      </author>
      <author>
        <name>Kwon, Oh Hoon</name>
      </author>
      <author>
        <name>Lee, Jinwoo</name>
      </author>
      <author>
        <name>Liu, Haotian</name>
      </author>
      <author>
        <name>Park, Min Ju</name>
      </author>
      <author>
        <name>Washington, Simon</name>
      </author>
      <author>
        <name>Ragland, David</name>
      </author>
      <author>
        <name>Madanat, Samer M.</name>
      </author>
    </item>
    <item>
      <title>Safe Routes to Transit Program Evaluation Final Report</title>
      <link>https://escholarship.org/uc/item/5vj1h92m</link>
      <description>&lt;p&gt;Safe Routes to Transit (SR2T) was initiated in 2004 with the adoption of the San Francisco Bay Area’s Regional Measure 2 which established a $1 increase in Bay Area bridge tolls. The intended purpose of this funding was to support various transportation projects within the region in order to reduce congestion along the seven state-owned toll bridge corridors. Consistent with this purpose, the SR2T Program was awarded $20 million to fund enhancements to increase walking and cycling to regional transit stations.&lt;/p&gt;&lt;p&gt;SR2T funds were used for the following improvements, among others: ssecure bicycle storage at transit stations; safety enhancements for pedestrian and bicycle station access to transit stations/stops; removal of pedestrian/bicycle barriers near transit stations; and system-wide transit enhancements to accommodate bicyclists or pedestrians.&lt;/p&gt;&lt;p&gt;MTC collaborated with Fehr &amp;amp; Peers and the UC Berkeley Safe Transportation Research and Education Center (SafeTREC)...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/5vj1h92m</guid>
      <pubDate>Sun, 12 Jul 2015 00:00:00 +0000</pubDate>
      <author>
        <name>Sanders, Rebecca L.</name>
      </author>
      <author>
        <name>Weinzimmer, David</name>
      </author>
      <author>
        <name>Dittrich, Heidi</name>
      </author>
      <author>
        <name>Cooper, Jill F.</name>
      </author>
    </item>
    <item>
      <title>Identifying Factors that Determine Bicyclist and Pedestrian-Involved Collision Rates and Bicyclist and Pedestrian Demand at Multi-Lane Roundabouts</title>
      <link>https://escholarship.org/uc/item/5ss288j8</link>
      <description>This project examined the safety and demand issues for pedestrians and bicyclists at multi-lane roundabouts through a literature review, case studies, in-field counts and surveys, focus groups, and video analysis. This document presents research findings, synthesizes current information on best practices, and makes recommendations to assist local agencies planning and designing safer multi-lane roundabouts. These findings should help local agencies and Caltrans create roundabouts that better and more safely address the needs of bicyclists and pedestrians. The current literature is referred to throughout the document to augment the research team’s findings, especially for issues that were beyond the scope of this project. Key findings in the areas of pedestrian and bicyclist avoidance of, behavior around, and collisions at multi-lane roundabouts are presented along with recommendations for geometric design, design speed, sight distance, width of lanes, signage and pavement markings,...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/5ss288j8</guid>
      <pubDate>Sun, 12 Jul 2015 00:00:00 +0000</pubDate>
      <author>
        <name>Arnold, Lindsay S.</name>
      </author>
      <author>
        <name>Flannery, Aimee</name>
      </author>
      <author>
        <name>Ledbetter, Lauren</name>
      </author>
      <author>
        <name>Bills, Tierra</name>
      </author>
      <author>
        <name>Jones, Michael G.</name>
      </author>
      <author>
        <name>Ragland, David R.</name>
      </author>
      <author>
        <name>Spautz, Laura</name>
      </author>
    </item>
    <item>
      <title>A Comparative Analysis of Pedestrian and Bicyclist Safety Around University Campuses</title>
      <link>https://escholarship.org/uc/item/57s5214g</link>
      <description>Large college campuses generate considerable volumes of traffic in a variety of modes, and in greater numbers, than found in most U.S. settings. This setting presents a unique study opportunity, as well as a significant potential for conflicts between motorized and non-motorized users of the transportation system, surrounded as most campuses are by mixed-use environments&amp;nbsp; e.g. retail, restaurant, entertainment and high-density residential facilities such as apartments and dorms. At the same time, university campuses are also typically characterized by a central core area where most trips are made by bicycle or on foot in larger volumes than off campus. This study examines the campus cores and peripheries of the University of California, Berkeley, the University of California, Los Angeles, and California State University, Sacramento, in order to compare safety risks for pedestrians and bicyclists among the three locations. Together, they comprise a wide number of characteristics...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/57s5214g</guid>
      <pubDate>Sun, 12 Jul 2015 00:00:00 +0000</pubDate>
      <author>
        <name>Grembek, Offer</name>
      </author>
      <author>
        <name>Medury, Aditya</name>
      </author>
      <author>
        <name>Orrick, Phyllis</name>
      </author>
      <author>
        <name>Leung, Katherine</name>
      </author>
      <author>
        <name>Ragland, David R.</name>
      </author>
      <author>
        <name>Loukaitou-Sideris, Anastasia</name>
      </author>
      <author>
        <name>Fink, Camille N.Y.</name>
      </author>
      <author>
        <name>Resnick, Justin</name>
      </author>
      <author>
        <name>Wong, Norman</name>
      </author>
      <author>
        <name>Shafizadeh, Kevan</name>
      </author>
      <author>
        <name>Khan, Ghazan</name>
      </author>
    </item>
    <item>
      <title>Complete Streets: From Policy to Practice in the San Francisco Bay Area</title>
      <link>https://escholarship.org/uc/item/49w1v7wz</link>
      <description>This paper describes how regional funding guidelines can affect local adoption of Complete Streets projects. The Metropolitan Transportation Commission (MTC), the regional Metropolitan Planning Organization for the nine-county Bay Area region in California, has developed a funding approach called the One Bay Area Grant (OBAG) for the allocation of funds for the 2012-2016 Congestion Mitigation and Air Quality (CMAQ) and Surface Transportation Program (STP) across the Bay Area. Each jurisdiction receiving funding through OBAG was required to demonstrate compliance with Complete Streets (CS) policies either by passing a resolution or by certifying that its general plan circulation element was compliant with California’s Complete Streets Act of 2008. This analysis examines the extent and manifestation of this compliance. The OBAG framework allocated significantly more funding to County Congestion Management agencies than was provided during the prior CMAQ/STP cycle (Cycle 1 CMAQ)....</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/49w1v7wz</guid>
      <pubDate>Sun, 12 Jul 2015 00:00:00 +0000</pubDate>
      <author>
        <name>Pande, Swati, M.S., MPP</name>
      </author>
      <author>
        <name>Martinez, Martin, MPP</name>
      </author>
    </item>
    <item>
      <title>Evaluation of the Safe Routes to Transit Program in California </title>
      <link>https://escholarship.org/uc/item/3wv3g18b</link>
      <description>&lt;p&gt;This paper elaborates on findings from an evaluation of the San Francisco Bay Area’s Safe Routes to Transit (SR2T) program, which funded enhancements to increase walking and cycling to regional transit stations. To understand how the program influenced travel choices, behavior, and perceptions of safety and local air quality, researchers surveyed transit users and observed driver, pedestrian, and bicyclist behavior in the periods before and after the enhancements were made at multiple transit stations.&lt;/p&gt;&lt;p&gt;Data from the treatment and control stations suggest that the streetscape and roadway improvements made through the SR2T program positively influenced the propensity to walk, bicycle, and take the bus to transit stations as reported through surveys. In particular, results show that walking and bicycling increased by 3% among treatment sites compared with control sites. Bicycling also increased at control sites, indicating a general societal shift. Further, driving decreased...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/3wv3g18b</guid>
      <pubDate>Sun, 12 Jul 2015 00:00:00 +0000</pubDate>
      <author>
        <name>Weinzimmer, David</name>
      </author>
      <author>
        <name>Sanders, Rebecca L.</name>
      </author>
      <author>
        <name>Dittrich, Heidi</name>
      </author>
      <author>
        <name>Cooper, Jill F.</name>
      </author>
    </item>
    <item>
      <title>The Analysis of Right-of-way for different road users in China: Passing-Passenger-Unit Versus Passenger-Car-Unit </title>
      <link>https://escholarship.org/uc/item/3s64r0h8</link>
      <description>Being a public resource, the roadway space was distributed between different road users based on the Passenger-Car-Unit (PCU) concept. However, this concept tends to under estimate the capacity of public transportation and non-motorized travel. To improve the traditional car-oriented design to become more human-oriented, this study proposed a Passing-passenger-unit (PPU) and the method to observe the PPU in roadway level and area level. The PPU data were collected for urban arterials and residential areas in China to test the method and to compare the right-of-way distribution at different types of locations. Results showed that the PPU revealed the true efficiency of the facility carrying passengers. Using PPU would tell a different story about the facility or system compared to using PCU. Additionally, using PPU to analyze the right-of-way for the roadway or community could offer guidance for improving pedestrian and bicyclist environment.</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/3s64r0h8</guid>
      <pubDate>Sun, 12 Jul 2015 00:00:00 +0000</pubDate>
      <author>
        <name>Xiong, Wen, Professor</name>
      </author>
      <author>
        <name>Zhang, Yuanyuan, PhD</name>
      </author>
      <author>
        <name>Chen, Xiaohong, Professor</name>
      </author>
      <author>
        <name>Jiang, Chao</name>
      </author>
    </item>
    <item>
      <title>We All Want the Same Thing Results from a Roadway Design Survey of Pedestrians, Drivers, Bicyclists, and Transit Users in the Bay Area</title>
      <link>https://escholarship.org/uc/item/3nj2v3br</link>
      <description>&lt;p&gt;Pedestrians, bicyclists, drivers, and public transit users all desire similar roadway design features, at least according to findings from a recent intercept survey of 537 people along a major urban corridor in the San Francisco Bay Area. This research was sponsored by the California Department of Transportation to understand traveler preferences for street design that could increase perceived traffic safety, walkability, and bikability along urban arterials, as well as encourage economic vitality through increased patronage of local businesses.&lt;/p&gt;&lt;p&gt;In an open-ended question about street improvements to enhance perceived traffic safety, all respondent groups requested the same top five improvements. Bicycle lanes were ranked first by pedestrians, drivers, and bicyclists (fifth by public transit respondents), and improved pedestrian crossings were ranked second by pedestrians, drivers, and public transit users (third by bicyclists). The remaining top five elements, while the...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/3nj2v3br</guid>
      <pubDate>Sun, 12 Jul 2015 00:00:00 +0000</pubDate>
      <author>
        <name>Sanders, Rebecca L.</name>
      </author>
      <author>
        <name>Cooper, Jill F.</name>
      </author>
    </item>
    <item>
      <title>Building a Highway Linear Referencing System from Preexisting Reference Marker Measurements for Transportation Data Management</title>
      <link>https://escholarship.org/uc/item/38z4d12n</link>
      <description>To manage events associated with highways, data systems have been developed to store relevant event information. To reap the full benefits of geographic information system technologies, the relative locations can be integrated into a linear referencing system. The objective of this paper is to present a methodology for building a highway linear referencing system by applying preexisting marker measurements to a digital street network. The system was developed for locating motor vehicle collisions in California and resulted in improved accuracy compared to a previously developed system. Nearly 50 percent of the relative collision locations based on the two different systems were within one meter of each other, but 4.1 percent were greater than 1,000 meters. Differences in collision locations were likely because of improved accuracy for (1) an increased number of reference markers were used, (2) all route realignments were accounted for, and (3) all previously identified errors...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/38z4d12n</guid>
      <pubDate>Sat, 11 Jul 2015 00:00:00 +0000</pubDate>
      <author>
        <name>Bigham, John</name>
      </author>
      <author>
        <name>Kang, Sanghyeok</name>
      </author>
    </item>
    <item>
      <title>Pedestrian and Bicycle Safety Strategies for  UC Berkeley Campus and Periphery:  Recommendations for Implementation</title>
      <link>https://escholarship.org/uc/item/2nc3v9b0</link>
      <description>&lt;p&gt;The high level of pedestrian, bicycle, and transit activity on city-owned streets surrounding the UC Berkeley campus creates a dynamic social environment and gives Berkeley much of its charm. But the streets around the campus (henceforth called the campus periphery) are also places where pedestrians and bicyclists have been injured or killed in collisions with automobiles. This creates liability for drivers, the City, and the University—and worse, causes suffering for crash victims and their families.&lt;/p&gt;&lt;p&gt;Everyone has an interest in reducing the frequency and severity of pedestrian and bicycle crashes within the campus periphery. This document, developed by the UC Berkeley Safe Transportation Research and Education Center (SafeTREC), recommends short- and long-term actions to improve pedestrian and bicycle safety on and near the campus.&lt;/p&gt;</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/2nc3v9b0</guid>
      <pubDate>Sat, 11 Jul 2015 00:00:00 +0000</pubDate>
      <author>
        <name>Schneider, Robert J.</name>
      </author>
      <author>
        <name>Grembek, Offer</name>
      </author>
      <author>
        <name>Braughton, Matthew</name>
      </author>
      <author>
        <name>Orrick, Phyllis</name>
      </author>
      <author>
        <name>Ragland, David R.</name>
      </author>
    </item>
    <item>
      <title>Evaluation of the Accuracy of Global Positioning System Coordinates for Collision Locations in California </title>
      <link>https://escholarship.org/uc/item/2kh3z760</link>
      <description>Traffic collision reports typically provide descriptive locations indicating where a collision occurred and referencing the nearest intersection. Global Positioning System (GPS) technology can be used to provide latitude and longitude coordinates in addition to the descriptive location and many states now include GPS coordinates in collision reports. However, research has shown that there is potential for numerous errors when police agencies use GPS to complete traffic collision reports. In California, GPS coordinates have been included in the statewide collision database since 2006, but their overall accuracy has never been evaluated. The objective of this paper was to review the status of GPS coordinates in California collision data from 2009 to 2011 and to categorize types of errors or discrepancies that were exhibited, investigate error trends, and develop recommendations for use of the GPS coordinates. Instead of just classifying a GPS coordinate location as correct or incorrect,...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/2kh3z760</guid>
      <pubDate>Sat, 11 Jul 2015 00:00:00 +0000</pubDate>
      <author>
        <name>Bigham, John</name>
      </author>
      <author>
        <name>Strang, Garrett</name>
      </author>
      <author>
        <name>Oum, Sang Hyouk</name>
      </author>
    </item>
    <item>
      <title>Applying Safety Treatments To Rail-Highway At-Grade Crossings</title>
      <link>https://escholarship.org/uc/item/2dq0z8hj</link>
      <description>&lt;p&gt;At-grade rail crossings provide different levels of warnings and/or barriers to alert drivers to the potential dangers presented by approaching trains. For some drivers, an activated warning system, rather than being a signal to stop, merely serves as a cue for the need to make a decision whether or not to cross. In California, for the ten-year period from 2001 to 2010, the result was 1,033 trainvehicle crashes resulting in 157 deaths and 458 injuries.&amp;nbsp;&lt;/p&gt;&lt;p&gt;The best solution to rail crossing crashes is to remove the need for the driver to engage in a potentially faulty decision-making process by making it impossible, or at least very difficult, for the driver to bypass lowered gates. Two low-technology, low-cost, low-maintenance methods: median separators and long-arm gates, have been deployed in many locations and have been shown to prevent deaths and injuries while remaining economically feasible.&amp;nbsp;&lt;/p&gt;&lt;p&gt;Highway-railway grade crossing collisions tend to be spread...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/2dq0z8hj</guid>
      <pubDate>Sat, 11 Jul 2015 00:00:00 +0000</pubDate>
      <author>
        <name>Cooper, Douglas L</name>
      </author>
      <author>
        <name>Ragland, David R</name>
      </author>
    </item>
    <item>
      <title>Pedestrian Safety Improvement Program</title>
      <link>https://escholarship.org/uc/item/2c85n5xt</link>
      <description>The Pedestrian Safety Improvement Program is an effort of the California Department of Transportation (Caltrans) to identify and address systemic problems with regard to pedestrian safety in California, with the long-term goal of substantially reducing pedestrian fatalities and injuries in California. The efforts and findings presented in this report reflect the work of a team of experts in transportation engineering, transportation planning, public health, geographic information systems, and urban design from the UC Berkeley Safe Transportation Research &amp;amp; Education Center.</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/2c85n5xt</guid>
      <pubDate>Sat, 11 Jul 2015 00:00:00 +0000</pubDate>
      <author>
        <name>Grembek, Offer</name>
      </author>
      <author>
        <name>Bosman, Crakg</name>
      </author>
      <author>
        <name>Bigham, John M.</name>
      </author>
      <author>
        <name>Fine, Sara</name>
      </author>
      <author>
        <name>Griswold, Julia B.</name>
      </author>
      <author>
        <name>Medury, Aditya</name>
      </author>
      <author>
        <name>Sanders, Rebecca L.</name>
      </author>
      <author>
        <name>Schneider, Robert J.</name>
      </author>
      <author>
        <name>Yavari, Afsaneh</name>
      </author>
      <author>
        <name>Zhang, Yuanyuan</name>
      </author>
      <author>
        <name>Ragland, David R.</name>
      </author>
    </item>
    <item>
      <title>Variations in Teens' Perception of Risk Factors for Teen Motor Vehicle Collision Injuries</title>
      <link>https://escholarship.org/uc/item/1nk1m8kd</link>
      <description>Teen drivers, especially males, are known to be at greater risk of being involved in a motor vehicle collision than any other age group. While novice teen drivers’ primary risk factors are commonly known, less is known about what teens perceive as risk factors for peers getting hurt or killed in motor vehicle collisions. This mixed methods study uses survey data from the Teens in the Drivers Seat (TDS) program in California to explore (1) teens' perceived risk factors for motor vehicle collision injury; and (2) the relationship between perceived risks and age, gender, and driving experience. Findings may inform future program development and expansion for TDS and other teen driver safety programming.</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/1nk1m8kd</guid>
      <pubDate>Sat, 11 Jul 2015 00:00:00 +0000</pubDate>
      <author>
        <name>Chen, Katherine L.</name>
      </author>
      <author>
        <name>Cooper, Jill F., MSW</name>
      </author>
      <author>
        <name>Grembek, Offer, PhD</name>
      </author>
      <author>
        <name>Henk, Russell H., PE</name>
      </author>
      <author>
        <name>Tisdale, Stacey M.</name>
      </author>
    </item>
    <item>
      <title>Traffic Safety Among Latino Populations in California: Current Status and Policy Recommendations</title>
      <link>https://escholarship.org/uc/item/1fx5g427</link>
      <description>&lt;p&gt;This report summarizes the information gained from two community forums held in Latino communties in California, provides an analysis of trends in injury and demographic data, and reviews best practices for increasing safety and preventing injury in Latino populations. It highlights pressing traffic safety needs and presents recommendations. It is our goal that this report will serve as a prototype for policy, enforcement and program development to address traffic safety issues for Latinos in California.&lt;/p&gt;</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/1fx5g427</guid>
      <pubDate>Sat, 11 Jul 2015 00:00:00 +0000</pubDate>
      <author>
        <name>Cooper, Jill F</name>
      </author>
      <author>
        <name>Wilder, Tammy R</name>
      </author>
      <author>
        <name>Lankina, Elena</name>
      </author>
      <author>
        <name>Geyer, Judy A</name>
      </author>
      <author>
        <name>Ragland, David R</name>
      </author>
    </item>
    <item>
      <title>Guidebook on Pedestrian and Bicycle Volume Data Collection</title>
      <link>https://escholarship.org/uc/item/11q5p33w</link>
      <description>NCHRP Report 797: Guidebook on Pedestrian and Bicycle Volume Data Collection is directed to practitioners involved in collecting non-motorized count data. The Guidebook (1) describes methods and technologies for counting pedestrians and bicyclists, (2) offers guidance on developing a non-motorized count program, (3) gives suggestions on selecting appropriate counting methods and technologies, and (4) provides examples of how organizations have used non-motorized count data to better fulfill their missions. The research behind the Guidebook can be found on the TRB website as NCHRP Web-Only Document 205: Methods and Technologies for Pedestrian and Bicycle Volume Data Collection (NWOD 205). NWOD 205 includes the results of the testing and evaluation of a range of automated count technologies that capture pedestrian and bicycle volume data.</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/11q5p33w</guid>
      <pubDate>Sat, 11 Jul 2015 00:00:00 +0000</pubDate>
      <author>
        <name>Ryus, Paul</name>
      </author>
      <author>
        <name>Ferguson, Erin</name>
      </author>
      <author>
        <name>Laustsen, Kelly M.</name>
      </author>
      <author>
        <name>Schneider, Robert J.</name>
      </author>
      <author>
        <name>Proulx, Frank R.</name>
      </author>
      <author>
        <name>Hull, Tony</name>
      </author>
      <author>
        <name>Miranda-Moreno, Luis</name>
      </author>
    </item>
    <item>
      <title>Dynamic Programming-based Pedestrian Hotspot Identification Approach </title>
      <link>https://escholarship.org/uc/item/10d0x1z7</link>
      <description>Network screening techniques are widely used by state agencies to identify locations with high collision concentration, also referred to as hotspots. However, most of the research in this regard has focused on identifying highway segments that are of concern to automobile collisions. A major difference between pedestrian and automobile hotspots is that pedestrian-based conflicts are more likely to arise in localized regions, such as near intersections, mid-blocks, and/or other crossings, as opposed to along long stretches of roadway. Hence, in order to address this issue, a dynamic programming-based hotspot identification approach is proposed which provides efficient hotspot definitions for pedestrian crashes. The proposed approach is compared with the sliding window method and the results reveal that the dynamic programming method generates more hotspots with a higher number of crashes, while covering fewer miles.</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/10d0x1z7</guid>
      <pubDate>Sat, 11 Jul 2015 00:00:00 +0000</pubDate>
      <author>
        <name>Medury, Aditya</name>
      </author>
      <author>
        <name>Grembek, Offer</name>
      </author>
    </item>
    <item>
      <title>Airports and Bicycles: what are the obstacles and incentives for operators 1 to improve bicycle access?</title>
      <link>https://escholarship.org/uc/item/0001n47j</link>
      <description>&lt;p&gt;In this paper we use a case study approach to examine how airport operators are addressing bicycle access to their properties and the motivations and obstacles they face, in light of new policies to integrate bicycles, along with transit and walking, into transportation planning, design and construction, and to increase bicycles’ role in the transportation system.&lt;/p&gt;&lt;p&gt;Eight influential elements emerged from our review of policy documents and research literature. We used them to guide interviews with key informants. The eight elements are: governance structure, location, access roads, self-perceived environmental stewardship, spending restrictions on non-aviation transportation improvements, proximity to transit, policies and mandates to reduce environmental impacts and land use constraints. We report on seven cases, selected on the basis of inclusion in studies on key aspects of airport ground access and, for one, identification as exemplary. They are: Oakland International...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/0001n47j</guid>
      <pubDate>Sat, 11 Jul 2015 00:00:00 +0000</pubDate>
      <author>
        <name>Orrick, Phyllis</name>
      </author>
      <author>
        <name>Frick, Karen Trapenberg</name>
      </author>
    </item>
    <item>
      <title>Develop a Plan to Collect Pedestrian Infrastructure and Volume Data for Future Incorporation into Caltrans Accident Surveillance and Analysis System Database</title>
      <link>https://escholarship.org/uc/item/5sm444jz</link>
      <description>This project evaluates the feasibility of developing a pedestrian and bicycle infrastructure database and volume database for the California state highway system. While Caltrans currently maintains such data for motor vehicles in the Traffic Accident Surveillance and Analysis System - Transportation System Network (TASAS-TSN) database, the agency does not keep records on pedestrian or bicycle facilities. This information is crucial for improving the safety of these vulnerable road users. This project developed a proposed database structure and corresponding data collection methodology. It is recommended that the databases be linked to TASAS using the connection ID instead of incorporating them directly into the existing database. The volume and infrastructure databases will be constructed separately to accommodate different data collection procedures. In particular, volume data should be updated more regularly than infrastructure data. Volume data must be collected during field...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/5sm444jz</guid>
      <pubDate>Thu, 28 May 2015 00:00:00 +0000</pubDate>
      <author>
        <name>Zhang, Yuanyuan</name>
      </author>
      <author>
        <name>Proulx, Frank R.</name>
      </author>
      <author>
        <name>Ragland, David R.</name>
      </author>
      <author>
        <name>Schneider, Robert J.</name>
      </author>
      <author>
        <name>Grembek, Offer</name>
      </author>
    </item>
    <item>
      <title>Error Consideration for Geocoding Police Reported Collision Data in California</title>
      <link>https://escholarship.org/uc/item/7zv7196b</link>
      <description>Geographic Information Systems (GIS) are frequently used to analyze collision data. In order to utilize GIS, the data must be geocoded, or assigned a latitude and longitude coordinate by translating a descriptive location onto street network data. However, the ability for accurate spatial analysis can be limited by geocoding errors that may occur due to limitations in data collection technologies, incorrect data entry due to human error, or inaccurate street reference data. In the state of California there is an increased opportunity for data entry errors, given the long sequence of events and resulting paper trail that is required prior to finalizing each collision record. Data entry errors can occur during the initial traffic collision report completion, statewide database entry, state highway reference location input, or during a separate process to geocode fatal collisions. These data entry errors are incorporated into any geocoding process and frequently cause geocoding errors;...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/7zv7196b</guid>
      <pubDate>Thu, 11 Dec 2014 00:00:00 +0000</pubDate>
      <author>
        <name>Bigham, John</name>
      </author>
      <author>
        <name>Oum, Sang Hyouk</name>
      </author>
    </item>
    <item>
      <title>The Effects of Transportation Corridor Features on Driver and Pedestrian Behavior and on Community Economic Vitality: Final Study Report</title>
      <link>https://escholarship.org/uc/item/18h3k3gh</link>
      <description>This report presents the results from a multiyear effort to develop and test performance measures for evaluating the impact of landscaping and roadside features on pedestrian and bicyclist safety and mobility and economic vitality for Caltrans’ urban arterial network.&amp;nbsp; The first phase of the study was a literature review, and the second phase focused on developing performance measures. The third and fourth phases focused on testing the proposed performance measures consisting of an infrastructure analysis, policy review, safety analysis and a pedestrian and bicyclist intercept survey on two urban corridors in California. The results of the fieldwork indicate that the majority of the proposed performance measures are valid and ready for adoption by Caltrans.&amp;nbsp;&amp;nbsp; The remainder of the measures require additional testing to produce conclusive results. The study also revealed that drivers, pedestrians, bicyclists, and transit users all request similar roadside design features...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/18h3k3gh</guid>
      <pubDate>Wed, 30 Apr 2014 00:00:00 +0000</pubDate>
      <author>
        <name>Sanders, Rebecca L, PhD, MCP</name>
      </author>
      <author>
        <name>Griffin, Ashleigh, MS, MCP</name>
      </author>
      <author>
        <name>MacLeod, Kara E, MPH</name>
      </author>
      <author>
        <name>Cooper, Jill F, MSW</name>
      </author>
      <author>
        <name>Ragland, David R, PhD, MPH</name>
      </author>
    </item>
    <item>
      <title>Performance Measures for Complete, Green Streets: Initial Findings for Pedestrian Safety along a California Corridor</title>
      <link>https://escholarship.org/uc/item/23r3q5vz</link>
      <description>&lt;p&gt;This paper reports on research conducted by the Safe Transportation Research and Education Center and sponsored by the California Department of Transportation (“Caltrans”) to establish performance measures for pedestrian and bicycle safety and mobility along urban arterials. Although historically focused on motorized vehicle mobility, Caltrans has recently joined in a national trend to incorporate non-motorized transportation and community-level outcomes into transportation decision-making frameworks, an approach known as "Complete Streets." Recognizing that its current performance measurement system does not reflect this shift, Caltrans worked with researchers at the University of California, Berkeley to create new measures that more accurately gauge its progress toward these objectives. This paper discusses a field test of the validity and ease of application of the proposed performance measures for pedestrian safety. The test corridor was San Pablo Avenue, a 9.5-mile, multi-jurisdictional...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/23r3q5vz</guid>
      <pubDate>Mon, 13 Feb 2012 00:00:00 +0000</pubDate>
      <author>
        <name>Sanders, Rebecca</name>
      </author>
      <author>
        <name>Macdonald, Elizabeth</name>
      </author>
      <author>
        <name>Anderson, Alia</name>
      </author>
      <author>
        <name>Ragland, David R</name>
      </author>
      <author>
        <name>Cooper, Jill F</name>
      </author>
    </item>
    <item>
      <title>Safety and Other Impacts of Vehicle Impound Enforcement</title>
      <link>https://escholarship.org/uc/item/0077b2vr</link>
      <description>California vehicle impound law took affect on January 1, 1995. The law allows a police officer to seize a vehicle operated by a person whose license is suspended or revoked or who has never been issued a license. The seized vehicle shall then be impounded for 30 days. In California, a driver must be stopped for some other infraction before his/her license can be checked. The purpose of this evaluation is to assess the impact of Upland's vehicle impound program on traffic safety (crashes and on-the-road behavior) and police department resources and operations.</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/0077b2vr</guid>
      <pubDate>Tue, 7 Feb 2012 00:00:00 +0000</pubDate>
      <author>
        <name>Cooper, Douglas</name>
      </author>
      <author>
        <name>Chira-Chavala, T.</name>
      </author>
      <author>
        <name>Gillen, David</name>
      </author>
    </item>
    <item>
      <title>Strategies for Reducing Pedestrian and Bicyclist Injury at the Corridor Level</title>
      <link>https://escholarship.org/uc/item/0tx6f6qr</link>
      <description>&lt;p&gt;Methods for identifying sites with potential for preventing traffic fatalities and injuries have been developed for vehicle-vehicle collisions. This study was funded by the California Department of Transportation (Caltrans) to develop methods for identifying sites where there is potential for significant reductions in pedestrian and bicyclist injury. Data from 1998-2007 from a 16.5-mile section of San Pablo Avenue (SR 123) in the San Francisco East Bay was used as a study area. Several approaches for identifying sites with high potential for reducing pedestrian and bicyclist injury were evaluated and compared, a framework was developed for conducting benefit-cost analyses, and a prototype was developed for a training protocol for conducting analyses of pedestrian and bicyclist safety in a corridor or network. The basic principle followed is that sites with the most potential for reducing injury are those sites where the most injuries can be prevented per dollar spent. Everything...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/0tx6f6qr</guid>
      <pubDate>Fri, 16 Sep 2011 00:00:00 +0000</pubDate>
      <author>
        <name>Ragland, David R</name>
      </author>
      <author>
        <name>Grembek, Offer</name>
      </author>
      <author>
        <name>Orrick, Phyllis</name>
      </author>
    </item>
    <item>
      <title>Driver and Pedestrian Behavior at Uncontrolled Crosswalks in the Tahoe Basin Recreation Area</title>
      <link>https://escholarship.org/uc/item/4n66p1rx</link>
      <description>&lt;p&gt;For more than thirty years, pedestrian safety studies have considered pedestrian-vehicle collision patterns and pedestrian and driver behavior at marked and unmarked crosswalks at uncontrolled crossings. Recent research in this area conducted by the UC Berkeley Traffic Safety Center [aka SafeTREC] on behalf of Caltrans, and summarized in a 2008 Transportation Research Record paper by Mitman et al., “The Marked Crosswalk Dilemma: Uncovering Some Missing Links in a 35-Year Debate,” was designed to fill key gaps in the literature by analyzing driver/pedestrian behavior and knowledge of right-of-way laws regarding marked and unmarked crosswalks.&lt;/p&gt;&lt;p&gt;The Caltrans study, as with most previous crosswalk studies, focused on urban and suburban areas (in this case the San Francisco Bay Area), where the driver and pedestrian characteristics do not change significantly from day to day. Following this study was the recognition that similar research was needed in rural/recreational locations...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/4n66p1rx</guid>
      <pubDate>Wed, 24 Aug 2011 00:00:00 +0000</pubDate>
      <author>
        <name>Mitman, Meghan Fehlig</name>
      </author>
      <author>
        <name>Cooper, Douglas</name>
      </author>
      <author>
        <name>DuBose, Brooke</name>
      </author>
    </item>
    <item>
      <title>Bicycle Infrastructure that Extends beyond the Door: examining investments in bicycle-oriented design through a qualitative survey of commercial building owners and tenants</title>
      <link>https://escholarship.org/uc/item/6664b4mt</link>
      <description>&lt;p&gt;This paper presents the results of a qualitative survey of commercial owners, managers, and occupants in the City of Berkeley who have invested in on-site bicycle facilities such as secure parking, showers, changing rooms, and clothing lockers, what we are calling “bicycle-oriented design” (BOD). The sites represent a selection of building types common in the commercial building stock in U.S. cities.&lt;/p&gt;&lt;p&gt;The research is designed to answer three questions about the use of BOD: (1) what were motivations behind the decision to invest in BOD (2) what are the challenges and rewards for investing in BOD? and (3) what types of BOD were chosen? The survey was carried out through structured interviews and by site visits.&lt;/p&gt;&lt;p&gt;This research builds on the growing literature on bicycle facilities by exploring the concept that bicycle infrastructure does not stop at the door. We find a number of motivations and challenges shared across a variety of settings, and the insights derived...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/6664b4mt</guid>
      <pubDate>Tue, 23 Aug 2011 00:00:00 +0000</pubDate>
      <author>
        <name>Orrick, Phyllis</name>
      </author>
      <author>
        <name>Frick, Karen</name>
      </author>
      <author>
        <name>Ragland, David R</name>
      </author>
    </item>
    <item>
      <title>Cross-Section Designs for the Safety Performance of Buffer-Separated High-Occupancy Vehicle (HOV) lanes</title>
      <link>https://escholarship.org/uc/item/1mt047k5</link>
      <description>&lt;p&gt;High-occupancy vehicle (HOV) lanes have been deployed as a tool for traffic management in urban freeway systems to improve reliability and mobility of trips. As they are planned to traverse crowded urban areas, it is often difficult to acquire sufficient right-of-way for retrofitting HOV lanes to existing freeway systems with recommended cross-sectional design. The present study proposes a methodology to determine the optimal set of cross-sectional design for safety performance by evaluating individual impact of each design element on safety as well as tradeoffs between them. Detailed collision data of concurrent-flow buffer-separated HOV lanes along with their geometric features and traffic flow data were analyzed to estimate collision predictive models for HOV and the adjacent general purpose lanes by injury types. These models were used to determine the set of cross-sectional design elements that minimizes the expected collision occurrences. As a case study, a real freeway...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/1mt047k5</guid>
      <pubDate>Tue, 23 Aug 2011 00:00:00 +0000</pubDate>
      <author>
        <name>Jang, Kitae</name>
      </author>
      <author>
        <name>Kang, Sanghyeok</name>
      </author>
      <author>
        <name>Seo, Jongwon</name>
      </author>
      <author>
        <name>Chan, Ching-Yao</name>
      </author>
    </item>
    <item>
      <title>A Methodology of Quantifying Precipitation Exposure for Wet-Weather Collisions and Evaluating Effectiveness of Open-Grade Asphalt Concrete as a Countermeasure</title>
      <link>https://escholarship.org/uc/item/5w35z0js</link>
      <description>&lt;p&gt;Weather-related crashes represent a significant concern in roadway safety. Wet collisions often resulted in injuries or fatalities, at a ratio higher than collisions that occur in dry roadway conditions. Therefore, it is of strong interest to identify and manage the locations where collisions are prone to happen under wet pavement surface or adverse weather conditions. This paper introduces a method to estimate precipitation exposure of roadway segments by linking weather station data to collision database. Subsequently, the corresponding crash rate for a subject location is calculated based on the concept of conditional probability. The method is then applied to quantify and compare the wet collision rates of some study sites before and after pavement projects of installing Open Graded Asphalt Concrete (OGAC), a pavement countermeasure commonly adopted for wet collision reduction. The findings demonstrated that OGAC offered the reduction of wet collisions at a large fraction...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/5w35z0js</guid>
      <pubDate>Mon, 22 Aug 2011 00:00:00 +0000</pubDate>
      <author>
        <name>Chan, Ching-Yao</name>
      </author>
      <author>
        <name>Jin, Eui-Jae</name>
      </author>
      <author>
        <name>Oh, Soon Mi</name>
      </author>
      <author>
        <name>Ragland, David R</name>
      </author>
    </item>
    <item>
      <title>Community Pedestrian Safety Engagement Workshops in California</title>
      <link>https://escholarship.org/uc/item/5f40z9x2</link>
      <description>&lt;p&gt;The Community Pedestrian Safety Engagement Workshops are a community capacity building program to involve local residents in community pedestrian safety. The focus of these workshops is to engage, educate and empower residents to ensure they have the skills, knowledge and resources they need to become active in improving pedestrian safety in their neighborhood, district, city or county. This program uses pedestrian planning and community engagement curriculums as a framework for the content, and goes beyond this to tailor each workshop to the individual community needs, ensuring genuine resident engagement and continued involvement.&lt;/p&gt;&lt;p&gt;This paper highlights the processes and strategies used to engage community residents with local professionals in pedestrian safety workshops throughout California. Several case studies are highlighted focusing on a variety of engagement techniques from obtaining elected official’s participation, outreaching and working with existing collaboratives...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/5f40z9x2</guid>
      <pubDate>Mon, 22 Aug 2011 00:00:00 +0000</pubDate>
      <author>
        <name>Babka, Rhianna JoIris</name>
      </author>
      <author>
        <name>Cooper, Jill F</name>
      </author>
      <author>
        <name>Alfsen, Wendy</name>
      </author>
      <author>
        <name>Sabin, Marilyn</name>
      </author>
    </item>
    <item>
      <title>Pilot Models for Estimating Bicycle Intersection Volumes</title>
      <link>https://escholarship.org/uc/item/380855q6</link>
      <description>&lt;p&gt;Bicycle volume data are useful to practitioners and researchers to understand safety, travel behavior, and development impacts. This paper describes the methodology used to develop several simple models of bicycle intersection volumes in Alameda County, California. The models are based on two-hour bicycle counts performed at a sample of 81 intersections in the Spring of 2008 and 2009. Study sites represented areas with a wide range of population density, employment density, proximity to commercial property, neighborhood income, and street network characteristics. The explanatory variables considered for the models included intersection site, land use, transportation system, and socioeconomic characteristics of the areas surrounding each intersection. Four alternative models are presented with adjusted R-square values ranging from 0.39 to 0.60. The models showed that bicycle volumes tended to be higher at intersections surrounded by more commercial retail properties within 1/10...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/380855q6</guid>
      <pubDate>Mon, 22 Aug 2011 00:00:00 +0000</pubDate>
      <author>
        <name>Griswold, Julia B.</name>
      </author>
      <author>
        <name>Medury, Aditya</name>
      </author>
      <author>
        <name>Schneider, Robert J.</name>
      </author>
    </item>
    <item>
      <title>Single-Vehicle Fatal Crash Prediction for Two-Lane Rural Highways in the Southeastern United States</title>
      <link>https://escholarship.org/uc/item/35z1n9m3</link>
      <description>&lt;p&gt;The rural two-lane highway in the Southeastern United States is frequently associated with a disproportionate number of serious and fatal crashes and as such remains a focus of considerable safety research. The Georgia Department of Transportation spearheaded a regional fatal crash analysis to identify various safety performances on two-lane rural highways and offer guidance for identifying suitable countermeasures to mitigate fatal crashes. The fatal crash data used in this study were compiled from Alabama, Georgia, Mississippi, and South Carolina. The database, developed for an earlier study, included a total of 557 randomly selected fatal crashes from the years 1997 and/or 1998 (varied per state). Each participating state identified the candidate crashes and performed physical or video site visits to construct crash databases with enhance site-specific information.&lt;/p&gt;&lt;p&gt;Motivated by the hypothesis that single- and multiple-vehicle crashes arise under fundamentally different...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/35z1n9m3</guid>
      <pubDate>Mon, 22 Aug 2011 00:00:00 +0000</pubDate>
      <author>
        <name>Zhu, Hong</name>
      </author>
      <author>
        <name>Dixon, Karen K.</name>
      </author>
      <author>
        <name>Washington, Simon</name>
      </author>
      <author>
        <name>Jared, David M.</name>
      </author>
    </item>
    <item>
      <title>Safety Performance of Experimental Pavement Types in California Using Before-and-After Comparisons</title>
      <link>https://escholarship.org/uc/item/2vd9s3sb</link>
      <description>&lt;p&gt;This study focused on safety performance of new pavement surface types. Open graded or coarse-textured roadway surfaces are advisable for high-speed, wet-weather traffic conditions. They provide drainage relief at the tire-pavement interface, reduce the steepness of the speed gradient, decrease the likelihood of hydroplaning, minimize splash and spray, reduce the glare from wet pavements, and improve high-speed skid resistance. Before-and-after comparisons using historical collision data from California Traffic Accident Surveillance and Analysis System (TASAS) were conducted to assess the safety performance of three types of experimental pavement: open-graded asphalt concrete (OGAC), groove pavement (GP), and rubberized open-graded asphalt concrete (R-OGAC) projects implemented in recent years. Because these new types of pavement surfaces are expected to improve drainage, wet pavement related collisions were considered target collisions and analyzed in the before-and-after...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/2vd9s3sb</guid>
      <pubDate>Mon, 22 Aug 2011 00:00:00 +0000</pubDate>
      <author>
        <name>Oh, Soonmi</name>
      </author>
      <author>
        <name>Ragland, David R</name>
      </author>
      <author>
        <name>Chan, Ching-Yao</name>
      </author>
    </item>
    <item>
      <title>Property Damage Crash Equivalency Factors for Solving the Crash Frequency-Severity Dilemma: Case Study on South Korean Rural Roads</title>
      <link>https://escholarship.org/uc/item/02b2012z</link>
      <description>&lt;p&gt;Safety interventions (e.g. median barriers, photo enforcement) and road features (e.g. median type and width) can influence crash severities, crash frequencies, or both. Both dimensions—crash frequency and crash severity—are needed to obtain a full accounting of road safety. Extensive literature and common sense both dictate that all crashes are not ‘created’ equal—with fatalities costing society more than 1000 times the cost of property damage only crashes. Despite this glowing disparity, the profession has not unanimously embraced or successfully defended a non-arbitrary severity weighting approach for analyzing safety data and conducting safety analyses.&lt;/p&gt;&lt;p&gt;This paper argues that both the crash frequency and severity dimensions are made available by intelligently and reliably weighting crash frequencies and converting all crashes to property damage only crash equivalents (PDOEs) using comprehensive societal unit crash injury costs. This approach is analogous to calculating...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/02b2012z</guid>
      <pubDate>Mon, 22 Aug 2011 00:00:00 +0000</pubDate>
      <author>
        <name>Oh, Jutaek</name>
      </author>
      <author>
        <name>Washington, Simon</name>
      </author>
      <author>
        <name>Lee, Dongmin</name>
      </author>
    </item>
    <item>
      <title>Evaluation of Traffic and Environment Effects on Skid Resistance in California</title>
      <link>https://escholarship.org/uc/item/01p1d923</link>
      <description>&lt;p&gt;Skid resistance is one of the important serviceability indicators related to safety on wet pavements. There is a need to manage skid resistance systematically to maintain the level of safety performance of roadway surfaces. This study focused on the development of a skid resistance deterioration model based on the analysis of skid data inventory collected in California. The California Department of Transportation (Caltrans) has collected skid resistance data across the complete state highway network over the past two decades using a standard locked-wheel skid trailer, ASTM E-274. This study utilizes skid data collected on more than 300 miles of asphalt concrete freeway in California over a period of twenty years. Most of the possible factors found in previous studies to influence skid resistance were considered. Panel data parameter estimation methods were used. The results indicate that factors with the largest effects on skid resistance are the age of pavement, ADT, temperature,...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/01p1d923</guid>
      <pubDate>Mon, 22 Aug 2011 00:00:00 +0000</pubDate>
      <author>
        <name>Oh, Soon Mi</name>
      </author>
      <author>
        <name>Madanat, S M</name>
      </author>
      <author>
        <name>Ragland, David R</name>
      </author>
      <author>
        <name>Chan, Ching-Yao</name>
      </author>
    </item>
    <item>
      <title>Performance Measures for Complete, Green Streets: A Proposal for Urban Arterials in California</title>
      <link>https://escholarship.org/uc/item/54h8k27x</link>
      <description>&lt;p&gt;The California Department of Transportation (Caltrans or “Department”) manages more than 15,000 miles of state highways, ranging in scale and function from local streets to interstate highways. Historically, Caltrans has been governed by the principles of highway engineering, which focus on providing mobility to motorized vehicles. Over the past decade, however, the Department has joined in a national movement to better incorporate non-motorized transportation and community-level outcomes into its transportation decision-making framework, embodied by the approach known as "Complete Streets." Recognizing that Caltrans’ current performance measurement system does not reflect this shift toward Complete Streets principles, researchers at the University of California, Berkeley created new measures to more accurately gauge Departmental progress toward these objectives. This paper elaborates on a proposed framework of performance measures for encouraging non-motorized transportation...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/54h8k27x</guid>
      <pubDate>Tue, 9 Aug 2011 00:00:00 +0000</pubDate>
      <author>
        <name>Sanders, Rebecca</name>
      </author>
      <author>
        <name>Macdonald, Elizabeth</name>
      </author>
      <author>
        <name>Anderson, Alia</name>
      </author>
    </item>
    <item>
      <title>A Dynamic Congestion Pricing Strategy for High-Occupancy Toll Lanes</title>
      <link>https://escholarship.org/uc/item/4j56x02b</link>
      <description>&lt;p&gt;High Occupancy Toll (HOT) lanes are emerging as a solution to address the underutilization of High Occupancy Vehicle (HOV) lanes and also means of generating revenue for state department of transportation. This paper proposes a method for dynamically determining the HOT toll price in response to the changes in traffic condition and documents procedures for estimating parameters needed for the proposed pricing strategies: revenue maximization and delay minimization. The proposed strategies have been applied to 14-miles of freeway segment in the San Francisco Bay Area, and the findings show that utilizing all the available HOV lane capacity (i.e. difference between HOV lane capacity and HOV demand) to serve the HOT demand does not result in maximizing the total revenue. There exists optimal level of HOV lane capacity that can be allowed for the use of HOT vehicle to maximize the revenue.&lt;/p&gt;</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/4j56x02b</guid>
      <pubDate>Tue, 9 Aug 2011 00:00:00 +0000</pubDate>
      <author>
        <name>Jang, Kitae</name>
      </author>
      <author>
        <name>Chung, Koohong</name>
      </author>
    </item>
    <item>
      <title>Effects of Weather Variables on Pedestrian Volumes in Alameda County, California</title>
      <link>https://escholarship.org/uc/item/3zn9f4cr</link>
      <description>&lt;p&gt;Accurate estimates of pedestrian volume are important for analyzing pedestrian movement and safety; methods to estimate these volumes are continuously evolving and being improved. However, relatively little is known about the impact of weather conditions on pedestrian activity. This paper evaluates the effect of weather by including temperature, cloud cover, wind, and precipitation variables in a linear regression model of pedestrian volumes. Pedestrian volumes were collected over approximately one year using automated counters at 13 different locations in Alameda County, California. These volumes were compared with weather data available from nearby weather stations. Results show that several weather variables had a significant influence on pedestrian volumes during certain time periods. Rain had the largest effect on pedestrian volumes at a given location, though clouds, wind, and both hot and cold temperatures were also shown to decrease volumes. This study demonstrates...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/3zn9f4cr</guid>
      <pubDate>Tue, 9 Aug 2011 00:00:00 +0000</pubDate>
      <author>
        <name>Attaset, Vanvisa</name>
      </author>
      <author>
        <name>Schneider, Robert J.</name>
      </author>
      <author>
        <name>Arnold, Lindsay S.</name>
      </author>
      <author>
        <name>Ragland, David R</name>
      </author>
    </item>
    <item>
      <title>Influential Factors on Level of Injury in Pedestrian Crashes:  Applications of Ordered Probit Model with Robust Standard Errors</title>
      <link>https://escholarship.org/uc/item/3qd7k0bv</link>
      <description>&lt;p&gt;Pedestrian-involved crashes that occurred in the city of San Francisco over a six-year period, 2002–2007, were analyzed to examine various influential factors on the injury severity of pedestrian crashes. The crash data extracted from the Statewide Integrated Traffic Records System (SWITRS) include five categorical levels of injury severity in traffic crashes also in addition to detailed information about the features of each crash. This study applied an ordered probit model for injury severity analysis to specify the ordinal nature of injury categories. To draw unbiased implications from the estimated parameters, statistical tests were performed on the parameters based on robust standard errors. Then, the marginal effects of each variable on the likelihood of each injury level were computed. The variables that significantly increased the probability of severe injury and fatality were: i) age (under age 15 and over age 65), alcohol consumption and cell phone use among pedestrian...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/3qd7k0bv</guid>
      <pubDate>Tue, 9 Aug 2011 00:00:00 +0000</pubDate>
      <author>
        <name>Jang, Kitae</name>
      </author>
      <author>
        <name>Park, Shin Hyoung</name>
      </author>
      <author>
        <name>Chung, Sungbong</name>
      </author>
      <author>
        <name>Song, Ki Han</name>
      </author>
    </item>
    <item>
      <title>Impact of Traffic States on Freeway Collision Frequency</title>
      <link>https://escholarship.org/uc/item/1v9383k9</link>
      <description>&lt;p&gt;Freeway collisions are thought to be affected by traffic states. To reduce the number of collisions, the study to reveal how the traffic states influence collisions are required. Therefore, the purpose of the paper is to suggest a method to relate traffic states to collision frequency in freeway. We first defined section- based traffic phases showing traffic state of a section using upstream and downstream traffic states: free flow (FF), back of queue (BQ), bottleneck front (BN) and congestion (CT). Secondly, by integrating freeway collision data and traffic data from the California PeMS database, over a three-year period, we obtained the collision frequency for each traffic phase, and compared for a 32mile section of the I-880 freeway. The results show that collision rate in BN, BQ, and CT phase are approximately 5 times higher than the collision rate in FF. Also, the proposed method shows potential for predicting collision frequencies on freeway sections when combined by...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/1v9383k9</guid>
      <pubDate>Tue, 9 Aug 2011 00:00:00 +0000</pubDate>
      <author>
        <name>Yeo, Hwasoo</name>
      </author>
      <author>
        <name>Jang, Kitae</name>
      </author>
      <author>
        <name>Skabardonis, Alexander</name>
      </author>
    </item>
    <item>
      <title>Association between Roadway Intersection Characteristics and Pedestrian Crash Risk in Alameda County, California</title>
      <link>https://escholarship.org/uc/item/0d48w4gz</link>
      <description>&lt;p&gt;Each year from 1998 to 2007, an average of approximately 4,800 pedestrians were killed and 71,000 pedestrians were injured in United States traffic crashes. Because many pedestrian crashes occur at roadway intersections, it is important to understand the intersection characteristics that are associated with pedestrian crash risk. This study uses detailed pedestrian crash data and pedestrian volume estimates to analyze pedestrian crash risk at 81 intersections along arterial and collector roadways in Alameda County, California. The analysis compares pedestrian crash rates (crashes per 10,000,000 pedestrian crossings) with intersection characteristics. In addition, more than 30 variables were considered for developing a statistical model of the number of pedestrian crashes reported at each study intersection from 1998 to 2007. After accounting for pedestrian and motor vehicle volume at each intersection, negative binomial regression shows that there were significantly more pedestrian...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/0d48w4gz</guid>
      <pubDate>Tue, 9 Aug 2011 00:00:00 +0000</pubDate>
      <author>
        <name>Schneider, Robert J.</name>
      </author>
      <author>
        <name>Diogenes, Mara Chagas</name>
      </author>
      <author>
        <name>Arnold, Lindsay S.</name>
      </author>
      <author>
        <name>Attaset, Vanvisa</name>
      </author>
      <author>
        <name>Griswold, Julia</name>
      </author>
      <author>
        <name>Ragland, David R</name>
      </author>
    </item>
    <item>
      <title>Factors Associated with Hit-and-Run Pedestrian Fatalities and Driver Identification</title>
      <link>https://escholarship.org/uc/item/0c00b1j2</link>
      <description>&lt;p&gt;Because hit-and-run crashes account for a significant share of pedestrian fatalities, a better understanding of these crashes will assist efforts to reduce pedestrian fatalities. Of the more than 48,000 pedestrian deaths that were recorded in the United States between 1998 and 2007 (Fatality Accident Reporting System [FARS]), 18.1% of them were the victims of hit-and-run crashes, and the percentage of fatal pedestrian hit-and-runs has been rising as the number of all pedestrian fatalities has decreased. Using FARS data on single pedestrian fatal victim crashes between 1998-2007, logistic regression analyses were conducted to identify factors related to hit-and-run and to identify factors related to the identification of the hit-and-run driver. Results indicate an increased risk of hit-and-run in the early morning, during non-daylight, and on the weekend. Results also indicate that certain driver demographic characteristics (young, male), behavior (notably alcohol use), and...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/0c00b1j2</guid>
      <pubDate>Tue, 9 Aug 2011 00:00:00 +0000</pubDate>
      <author>
        <name>MacLeod, Kara E.</name>
      </author>
      <author>
        <name>Griswold, Julia</name>
      </author>
      <author>
        <name>Arnold, Lindsay S.</name>
      </author>
      <author>
        <name>Ragland, David R</name>
      </author>
    </item>
    <item>
      <title>Analysis of Wet Weather Related Collision Concentration Locations: Empirical Assessment of Continuous Risk Profile</title>
      <link>https://escholarship.org/uc/item/7ng2c2cb</link>
      <description>&lt;p&gt;The objective of the study described in this paper is to identify common site features that may contribute to high collision rates under wet pavement conditions. To minimize falsely identified high collision concentration locations (HCCL) in evaluating factors contributing to high collision rate, this study accessed the magnitude of false positives (i.e., identifying sites for safety improvements that should not have been selected) by comparing HCCLs identified by the existing conventional sliding moving window approach with the ones identified by the Continuous Risk Profile (CRP) approach and the safety investigators field evaluation notes. The result shows that CRP approach can reduce the false positive rate by 30%.&lt;/p&gt;&lt;p&gt;Significant shifts in collision distribution across traveling lanes were observed at some of the HCCLs under wet and dry pavement conditions. Speeding was the primary collision factor regardless of pavement condition, but it became a more dominant factor...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/7ng2c2cb</guid>
      <pubDate>Mon, 8 Aug 2011 00:00:00 +0000</pubDate>
      <author>
        <name>Oh, Soonmi</name>
      </author>
      <author>
        <name>Chung, Koohong</name>
      </author>
      <author>
        <name>Ragland, David R</name>
      </author>
      <author>
        <name>Chan, Ching-Yao</name>
      </author>
    </item>
    <item>
      <title>HOV Lane Configurations and Safety Performance of California Freeways – An Investigation of Differential Distributions and Statistical Analysis</title>
      <link>https://escholarship.org/uc/item/5sq7r65r</link>
      <description>&lt;p&gt;From a recent study of safety evaluation of HOV-equipped freeways, it was found that limited-access HOV lanes appear to have a safety performance disadvantage when measured by collision distribution or collision rates for the HOV lane alone and for the HOV and left lanes combined.	This paper describes the work performed to verify the statistical significance of related findings.	Several statistical tests were used: empirical cumulative density function (CDF), Kolmogorov-Smirnov Tests, and comparison of means based on Poisson Distributed Samples.	The conclusion that continuous-access HOV lanes perform better than limited-access ones by several safety metrics is confirmed by the three separate approaches.	In addition, the historical data for the HOV segments and the general-purpose lanes are extracted and compared, which offers supporting evidence for similar conclusions. The work described in this paper offers a methodology of statistical verification and can provide support...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/5sq7r65r</guid>
      <pubDate>Mon, 8 Aug 2011 00:00:00 +0000</pubDate>
      <author>
        <name>Jang, Kitae</name>
      </author>
      <author>
        <name>Chan, Ching-Yao</name>
      </author>
    </item>
    <item>
      <title>San Francisco PedSafe II Project Outcomes and Lessons Learned</title>
      <link>https://escholarship.org/uc/item/5kn520zb</link>
      <description>&lt;p&gt;This paper presents the project outcomes and lessons learned from the San Francisco PedSafe, a comprehensive pedestrian safety planning and engineering project funded by the Federal Highway Administration. It assesses the effectiveness of the Phase I pedestrian safety plan targeted to higher-injury areas by evaluating the Phase II implementation of a range of mostly low-to-moderate-cost innovative safety improvements.&lt;/p&gt;&lt;p&gt;A total of 13 countermeasures (comprised of nine general engineering countermeasures and four Intelligent Transportation Systems (ITS) countermeasures) were implemented by the San Francisco Municipal Transportation Agency (SFMTA) and evaluated by the University of California- Berkeley, Traffic Safety Center (TSC) in a three-year period (2004-2007). Regarding the effectiveness of the 13 countermeasures, six were considered generally successful; three were considered less successful and four were considered inconclusive. The six most successful countermeasures...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/5kn520zb</guid>
      <pubDate>Mon, 8 Aug 2011 00:00:00 +0000</pubDate>
      <author>
        <name>Hua, Jenna</name>
      </author>
      <author>
        <name>Gutierrez, Nicolas</name>
      </author>
      <author>
        <name>Banerjee, Ipsita</name>
      </author>
      <author>
        <name>Markowitz, Frank</name>
      </author>
      <author>
        <name>Ragland, David R</name>
      </author>
    </item>
    <item>
      <title>A Pilot Model for Estimating Pedestrian Intersection Crossing Volumes</title>
      <link>https://escholarship.org/uc/item/3nr8h66j</link>
      <description>&lt;p&gt;Better data on pedestrian volumes are needed to improve the safety, comfort, and convenience of pedestrian movement. This requires more carefully-developed methodologies for counting pedestrians as well as improved methods of modeling pedestrian volumes. This paper describes the methodology used to create a simple, pilot model of pedestrian intersection crossing volumes in Alameda County, CA. The model is based on weekly pedestrian volumes at a sample of 50 intersections with a wide variety of surrounding land uses, transportation system attributes, and neighborhood socioeconomic characteristics. Three alternative model structures were considered, and the final recommended model has a good overall fit (adjusted-R2=0.897). Statistically-significant factors in the model include the total population within a 0.5-mile radius, employment within a 0.25-mile radius, number of commercial retail properties within a 0.25- mile radius, and the presence of a regional transit station within...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/3nr8h66j</guid>
      <pubDate>Mon, 8 Aug 2011 00:00:00 +0000</pubDate>
      <author>
        <name>Schneider, Robert J.</name>
      </author>
      <author>
        <name>Arnold, Lindsay S.</name>
      </author>
      <author>
        <name>Ragland, David R.</name>
      </author>
    </item>
    <item>
      <title>Safety Performance of High-Occupancy Vehicle (HOV) Facilities: Evaluation of HOV Lane Configurations in California</title>
      <link>https://escholarship.org/uc/item/1cm7z3rd</link>
      <description>&lt;p&gt;Collision data from High Occupancy Vehicle (HOV) facilities with two different types of access, continuous and limited, are examined in this paper. The findings show that HOV facilities with limited access offer no safety advantages over those with a continuous access. Compared with continuous access HOV lanes, a higher percentage of collisions was concentrated on limited access HOV lanes. Limited access HOV lanes also had higher collision rates. Findings from investigating the relationship between collision rates in HOV lanes with respect to shoulder width, length of access, and the proximity of access to its neighboring ramps are also documented. These findings provide enhanced understanding about the effects of geometric factors on the collision rates in HOV lanes.&lt;/p&gt;</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/1cm7z3rd</guid>
      <pubDate>Mon, 8 Aug 2011 00:00:00 +0000</pubDate>
      <author>
        <name>Jang, Kitae</name>
      </author>
      <author>
        <name>Chung, Koohong</name>
      </author>
      <author>
        <name>Ragland, David R</name>
      </author>
      <author>
        <name>Chan, Ching-Yao</name>
      </author>
    </item>
    <item>
      <title>High Visibility Enforcement Programs: California’s State and University Traffic Safety Partnership</title>
      <link>https://escholarship.org/uc/item/1cg39553</link>
      <description>&lt;p&gt;Traffic collisions are a leading cause of death and injury in California and the number one cause of death for people between the ages of one and 44.&lt;/p&gt;&lt;p&gt;High-visibility enforcement programs (HVEs) are administered nationwide by the National Highway Traffic Safety Administration, and combine intensive enforcement of a particular traffic safety law with widespread media and public education campaigns. HVE programs have been shown to be effective in reducing alcohol-impaired driving and promoting seat belt use. A major challenge in implementing HVEs, however, exists among local police agencies, which have competing priorities for limited staff and funding. Maximizing the chance that local agencies will participate in HVEs requires a user-friendly, streamlined program that allows these public sector agencies to be accountable, efficient, and effective.&lt;/p&gt;&lt;p&gt;In California, the Office of Traffic Safety fostered a partnership with the University of California, Berkeley Traffic...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/1cg39553</guid>
      <pubDate>Mon, 8 Aug 2011 00:00:00 +0000</pubDate>
      <author>
        <name>Cooper, Jill F</name>
      </author>
      <author>
        <name>Kan, Irene</name>
      </author>
      <author>
        <name>Cadet, Akilah</name>
      </author>
      <author>
        <name>Rauch, Sharleen</name>
      </author>
      <author>
        <name>Murphy, Christopher J.</name>
      </author>
    </item>
    <item>
      <title>Evaluation of an Urban Travel Training for Older Adults</title>
      <link>https://escholarship.org/uc/item/16k3j6r3</link>
      <description>&lt;p&gt;The size of the aging population in the United States is increasing, and transportation is critical to maintaining older adults mobility, independence, and quality of life. Travel training programs designed to increase individual knowledge are one way to encourage older adult use of fixed- route transit and improve the transportation options for older adults. The analysis conducted in this paper explores characteristics of travel-training participants in Alameda County, California in 2007-2008 and their knowledge and concerns regarding public transit. Specific issues addressed include transit habits, degree of increase in knowledge after participating in the training, and factors that predict training participation. Participants in this study represent a diverse group of older adults with a broad range of transportation experience and knowledge. After participation in the travel training course, participants showed an increase in knowledge of local public transit and how to...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/16k3j6r3</guid>
      <pubDate>Mon, 8 Aug 2011 00:00:00 +0000</pubDate>
      <author>
        <name>Babka, Rhianna JoIris</name>
      </author>
      <author>
        <name>Cooper, Jill F.</name>
      </author>
      <author>
        <name>Ragland, David R.</name>
      </author>
    </item>
    <item>
      <title>Safe Routes to School&amp;nbsp;Local School Project: A health evaluation at 10 low-income schools</title>
      <link>https://escholarship.org/uc/item/37m6x95t</link>
      <description>&lt;p&gt;Routes to School National Partnership (Partnership) founded the Local School Project (Project) in 2008 to assist ten schools in lowincome communities to: 1) develop and evaluate a school-based SRTS program, 2) build local capacity to apply for state or federal SRTS funding, and 3) increase safe walking and bicycling to and from the school and in the community. The Centers for Disease Control and Prevention, Kaiser Permanente, and the Robert Wood Johnson Foundation provided funding for the Project.&lt;/p&gt;&lt;p&gt;This report presents the results, lessons learned and recommendations identified during the Project’s 20-month period. The Project involved a review of the relevant literature, development of a logic model, design and implementation of data collection tools, analysis of findings, and establishment of conclusions and recommendations.&lt;/p&gt;</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/37m6x95t</guid>
      <pubDate>Fri, 12 Feb 2010 00:00:00 +0000</pubDate>
      <author>
        <name>Cooper, Jill F, MSW</name>
      </author>
      <author>
        <name>McMillan, Tracy, MPH, PHD</name>
      </author>
    </item>
    <item>
      <title>The Continuous Risk Profile Approach for the Identification of High Collision Concentration Locations on Congested Highways</title>
      <link>https://escholarship.org/uc/item/24m8j57d</link>
      <description>&lt;p&gt;This paper documents a new method for monitoring traffic collision data from continuous roadway facilities to detect high collision concentration locations. Many existing methods for detecting collision concentration locations require segmentation of roadways and assume traffic collision data are spatially uncorrelated, resulting in both false positives (i.e., identifying sites for safety improvements that should not have been selected) and false negatives (i.e., not identifying sites that should have been selected). The proposed method does not require segmentation of roadways; spatial correlation in the collision data does not affect the results of analysis. This new method has a lower false positive rate than the conventional sliding moving window approach. This paper shows how the proposed method can proactively identify high collision concentration locations and capture the benefit of safety improvements observed in the project location and in neighboring sites.&lt;/p&gt;</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/24m8j57d</guid>
      <pubDate>Wed, 1 Jul 2009 00:00:00 +0000</pubDate>
      <author>
        <name>Chung, Koohong</name>
      </author>
      <author>
        <name>Ragland, David R.</name>
      </author>
      <author>
        <name>Madanat, Samer</name>
      </author>
      <author>
        <name>Oh, Soon Mi</name>
      </author>
    </item>
    <item>
      <title>Driver/Pedestrian Understanding and Behavior at Marked and Unmarked Crosswalks</title>
      <link>https://escholarship.org/uc/item/7xn8m790</link>
      <description>&lt;p&gt;Pedestrian injuries at crosswalk locations represent a significant problem. In 2002, 22.7 percent of US pedestrians involved in collisions were in a crosswalk at the time of the collision, and over 96% of these occurred at an intersection. Almost all crosswalk collisions resulted in pedestrian injury or fatality (98.6 percent), and about one-third resulted in severe or fatal injury (National Automotive Sampling System (NASS) and General Estimates System (GES) 2002).&lt;/p&gt;&lt;p&gt;As the owner of the California State Highway System, Caltrans is responsible for providing access to safe and convenient travel for pedestrians as users of a shared roadway network. Inadequate pedestrian safety in marked crosswalks at unsignalized intersections continues to challenge transportation engineers and planners. Results from thirty years of numerous localized studies have been confirmed by a nationwide study which indicate that marked crosswalks across multi-lane roads with travel volumes exceeding...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/7xn8m790</guid>
      <pubDate>Fri, 17 Oct 2008 00:00:00 +0000</pubDate>
      <author>
        <name>Mitman, Meghan F.</name>
      </author>
      <author>
        <name>Ragland, David R</name>
      </author>
    </item>
    <item>
      <title>Addressing Inappropriate Driver Behavior at Rail-Highway Crossings</title>
      <link>https://escholarship.org/uc/item/8kg5r9w3</link>
      <description>&lt;p&gt;Driver behavior at rail highway crossings has been the subject of numerous studies, most of which show that violations are relatively commonplace. The focus of this paper will be on those drivers who drive around fully descended gates. Drivers commonly misjudge the speed and distance of trains. They must make a decision about the time remaining before the train arrives based on sensory signals as well as non-sensory factors such as expectations and motivation. At a gated crossing, where drivers have been alerted to the imminent danger by lowered gates, there is more to be gained by preventing gate running, or at least making it very difficult, than by attempting to aid drivers in making a better informed decision as to whether or not there is sufficient time to clear the crossing before the train arrives. This is especially true given people’s innate inability to judge the speed of a large object coming directly at them, both because the growth in size is not linear, and because...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/8kg5r9w3</guid>
      <pubDate>Tue, 8 Apr 2008 00:00:00 +0000</pubDate>
      <author>
        <name>Cooper, Douglas L.</name>
      </author>
      <author>
        <name>Ragland, David R</name>
      </author>
    </item>
    <item>
      <title>Gap acceptance for vehicles turning left across on-coming traffic: Implications for Intersection Decision Support design</title>
      <link>https://escholarship.org/uc/item/8455h5gq</link>
      <description>&lt;p&gt;A left-turning vehicle (Subject Vehicle, SV) attempting to cross the path of an oncoming vehicle (Principal Other Vehicle, POV) at an intersection typically does not have the right of way. The main task of the SV driver is to find an adequate opportunity in opposing traffic to initiate the left-turn maneuver. To reduce the probability of a conflict, warning systems, such as Intersection Decision Support (IDS) systems, are being developed. These systems alert drivers of SV vehicles attempting to negotiate a left turn about traffic approaching from the opposite direction. The current paper (i) describes a video system that was used to assess gap length, gap acceptance and gap rejection in a Left Turn Across Path/Opposite Direction (LTAP-OD) scenario, (ii) describes a way to characterize gap distribution (log-normal) presented to the SV driver, and (iii) illustrates how a logistic model often used to describe dose-response curves can be used to characterize gap acceptance by the...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/8455h5gq</guid>
      <pubDate>Tue, 8 Apr 2008 00:00:00 +0000</pubDate>
      <author>
        <name>Ragland, David R</name>
      </author>
      <author>
        <name>Arroyo, Sofia</name>
      </author>
      <author>
        <name>Shladover, Steven E.</name>
      </author>
      <author>
        <name>Misener, James A.</name>
      </author>
      <author>
        <name>Chan, Ching-Yao</name>
      </author>
    </item>
    <item>
      <title>Comparison of collisions on HOV facilities with limited and continuous access</title>
      <link>https://escholarship.org/uc/item/7qf6g5fx</link>
      <description>&lt;p&gt;This paper describes comparisons of traffic safety during the morning and afternoon peak hours in extended stretches of eight High Occupancy Vehicle (HOV) lanes with two different types of access – four corridors with continuous access and the others with limited access. Traffic collision patterns in two different types of HOV lanes were investigated by evaluating 1) the differences in collision distribution, severity, types of collisions and per lane traffic utilization, 2) spatial distribution of collision concentrations by using Continuous Risk Profile (CRP) approach, and 3) collision rates in the vicinity of access points in HOV lanes with limited access. In the paper, the authors conducted detailed analysis on collision data occurred during peak hours in relation to geometry and traffic features. Based on the findings from the assessment on eight routes, the limited access HOV lanes appear to offer no safety advantages over the continuous access HOV lanes. Such difference...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/7qf6g5fx</guid>
      <pubDate>Tue, 8 Apr 2008 00:00:00 +0000</pubDate>
      <author>
        <name>Jang, Kitae</name>
      </author>
      <author>
        <name>Chung, Koohong</name>
      </author>
      <author>
        <name>Ragland, David R.</name>
      </author>
      <author>
        <name>Chan, Ching-Yao</name>
      </author>
    </item>
    <item>
      <title>Estimating Bicycle and Pedestrian Demand in San Diego</title>
      <link>https://escholarship.org/uc/item/6wj5h01h</link>
      <description>&lt;p&gt;This paper introduces the concepts behind estimating bicycle and pedestrian demand and provides an example of the development of a sketch-plan method for estimating bicycle and pedestrian demand from land use in San Diego County. The paper describes the methodology involved in collecting counts for the currently ongoing Seamless Travel project. The Seamless Travel project intends to develop a model for estimating bicycle and pedestrian demand within San Diego County. The project methodology includes conducting bicycle and pedestrian counts and intercept surveys over a two-year period throughout the County and evaluating the effects that socio-demographic factors and physical factors have on walking and biking rates within the County. The project is funded by Caltrans Division of Innovation and Research and is being conducted by the Traffic Safety Center of University of California Berkeley and Alta Planning + Design.&lt;/p&gt;</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/6wj5h01h</guid>
      <pubDate>Tue, 8 Apr 2008 00:00:00 +0000</pubDate>
      <author>
        <name>Jones, Michael</name>
      </author>
      <author>
        <name>Buckland, Lauren</name>
      </author>
    </item>
    <item>
      <title>Pedestrian Volume Modeling for Traffic Safety and Exposure Analysis: The Case of Boston, Massachusetts</title>
      <link>https://escholarship.org/uc/item/61n3s4zr</link>
      <description>&lt;p&gt;This paper examines three types of pedestrian volume models in light of their usefulness for estimating pedestrian exposure for pedestrian safety research. The need for pedestrian flow data as part of pedestrian exposure and safety analysis is outlined, and the background of each type of model is discussed. It then selects the space syntax network analysis model to estimate pedestrian volumes for the city of Boston, Massachusetts. It was found that the model was able to accurately predict pedestrian flows (r-squared 0.81, p-value &amp;lt; 0.0001) after incorporating distance to transit stops and major tourist attractions. These findings suggest that in addition to estimating pedestrian volumes in geographic locations where data is not available, pedestrian volume modeling can also be useful for estimating pedestrian volumes in future conditions. Planning and policy implications are discussed, as are directions for future research.&lt;/p&gt;</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/61n3s4zr</guid>
      <pubDate>Tue, 8 Apr 2008 00:00:00 +0000</pubDate>
      <author>
        <name>Raford, Noah</name>
      </author>
      <author>
        <name>Ragland, David</name>
      </author>
    </item>
    <item>
      <title>The Continuing Debate about Safety in Numbers—Data from Oakland, CA</title>
      <link>https://escholarship.org/uc/item/5498x882</link>
      <description>&lt;p&gt;The primary objective of this paper is to review the appropriate use of ratio variables in the study of pedestrian injury exposure. We provide a discussion that rejects the assumption that the relationship between a random variable (e.g., a population X) and a ratio (e.g., injury or disease per population Y/X) is necessarily negative. In the study of pedestrian risk, the null hypothesis is that pedestrian injury risk is constant with respect to pedestrian volume. This study employs a unique data set containing the number of pedestrian collisions, average annual pedestrian volume, average annual vehicle volume, and physical intersection characteristics for 247 intersections in Oakland, California. We use a GLM to estimate the expected injury risk given average annual pedestrian volume and other explanatory variables. Consistent with studies by Leden, Ekman and Jacobsen, the null hypothesis is rejected. Indeed, the risk of collision for pedestrians decreases with increasing pedestrian...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/5498x882</guid>
      <pubDate>Tue, 8 Apr 2008 00:00:00 +0000</pubDate>
      <author>
        <name>Geyer, Judy</name>
      </author>
      <author>
        <name>Raford, Noah</name>
      </author>
      <author>
        <name>Ragland, David</name>
      </author>
      <author>
        <name>Pham, Trinh</name>
      </author>
    </item>
    <item>
      <title>Pedestrian and Bicyclist Safety Effects of the California Safe Routes to School Program</title>
      <link>https://escholarship.org/uc/item/38v7z45z</link>
      <description>&lt;p&gt;In the last decade, there has been an increased focus in California on encouraging children to walk and bicycle to school safely. In 1999, the California Legislature created the Safe Routes to School (SR2S) program, authorizing issuance of a competitive grant process for roadway construction projects. There has been an overall decline in the numbers of child pedestrian/bicyclist collisions in California as a whole. When compared with the control areas, the SR2S project areas did not show a greater decline in numbers of collisions. However, it is likely that the number of children walking/bicycling in the SR2S project areas increased over the relevant time frame. When changes in mobility in the program areas are taken into account, the SR2S program appears to be associated with a net safety benefit for affected school age students.&lt;/p&gt;</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/38v7z45z</guid>
      <pubDate>Tue, 8 Apr 2008 00:00:00 +0000</pubDate>
      <author>
        <name>Gutierrez, Nicolas</name>
      </author>
      <author>
        <name>Orenstein, Marla</name>
      </author>
      <author>
        <name>Cooper, Jill</name>
      </author>
      <author>
        <name>Rice, Thomas</name>
      </author>
      <author>
        <name>Ragland, David R</name>
      </author>
    </item>
    <item>
      <title>Providing Intersection Decision Support under Challenging Conditions</title>
      <link>https://escholarship.org/uc/item/346254hh</link>
      <description>&lt;p&gt;This paper describes the results of simulation studies to determine how effectively left-turning drivers can be alerted to imminent conflicts with opposing traffic under difficult operating conditions and with limited detector capabilities. These conditions include approaching vehicles changing speed in locations that are not covered by detectors and detectors that may only be able to detect vehicle presence, but not speed. In cases without direct speed detection, one may try to rely on historical speed statistics to estimate the speed of approaching traffic, but unless the approach speeds are confined to a very narrow range the system is vulnerable to both false positive and false negative alerts in the respective cases of the real vehicle speeds being less than and greater than the assumed historical value.&lt;/p&gt;</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/346254hh</guid>
      <pubDate>Tue, 8 Apr 2008 00:00:00 +0000</pubDate>
      <author>
        <name>Shladover, Steven E.</name>
      </author>
      <author>
        <name>VanderWerf, Joel</name>
      </author>
      <author>
        <name>Ragland, David R</name>
      </author>
    </item>
    <item>
      <title>Effectiveness of a Commercially Available Automated Pedestrian Counting Device in Urban Environments: Comparison with Manual Counts</title>
      <link>https://escholarship.org/uc/item/2n83w1q8</link>
      <description>&lt;p&gt;High-quality continuous counts of pedestrian volume are necessary to evaluate the effects of pedestrian infrastructure investments and to improve pedestrian volume modeling. Automated pedestrian counting devices can meet the need for continuous counts of pedestrian volume and reduce the labor cost associated with manual pedestrian counting and data entry. However, most existing automated pedestrian devices are not well suited to the task of counting pedestrians in outdoor environments, and little is known about their effectiveness and accuracy. This study addresses the lack of performance information on automated counting devices by providing a review of commercially available devices and by testing the accuracy of a promising device in an outdoor urban context. It finds that a dual sensor passive infrared device is capable of producing reasonably accurate pedestrian volume counts in the outdoor urban context. It also finds a high degree of inter-reliability between counts...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/2n83w1q8</guid>
      <pubDate>Tue, 8 Apr 2008 00:00:00 +0000</pubDate>
      <author>
        <name>Greene-Roesel, Ryan</name>
      </author>
      <author>
        <name>Diogenes, Mara Chagas</name>
      </author>
      <author>
        <name>Ragland, David R.</name>
      </author>
      <author>
        <name>Lindau, Luis Antonio</name>
      </author>
    </item>
    <item>
      <title>Health Impacts of the School Commute</title>
      <link>https://escholarship.org/uc/item/2g612244</link>
      <description>&lt;p&gt;A dramatic decline in walking and cycling to school has been observed in many geographic and cultural regions, and most children in the US are now driven to school in private vehicles. There are a number of health implications associated with the choice of commute mode, including traffic safety, exposure to air pollution, and levels of physical activity and obesity, and the risks and benefits of each must be weighed. This paper reviews current evidence on these risks and benefits for each health topic area. From a traffic safety perspective, buses are best, while the risks of private vehicle and walking are roughly comparable. Less apparent is the observation that one student’s travel choice will affect another student’s risk, because changes in mode share alter the overall risk profile. Walking to school has been associated with higher levels of physical activity, although it is unclear whether this association is causal, or merely reflects a preference for walking among active...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/2g612244</guid>
      <pubDate>Tue, 8 Apr 2008 00:00:00 +0000</pubDate>
      <author>
        <name>Lee, Murray</name>
      </author>
      <author>
        <name>Orenstein, Marla</name>
      </author>
      <author>
        <name>Richardson, Maxwell J.</name>
      </author>
      <author>
        <name>Ragland, David R.</name>
      </author>
    </item>
    <item>
      <title>Removing Barriers for Seniors at Transit Stops and Stations and the Potential for Transit Ridership Growth</title>
      <link>https://escholarship.org/uc/item/1cw0t3hr</link>
      <description>&lt;p&gt;As the baby boomer generation ages there is an increased need for older adult sensitive transportation. Currently a small percentage of older adults utilize public transit; however, the utilization rates are likely to increase as the corresponding population of older adults increases. Older adults are a diverse population and it is likely that future generations of older adults will require a wider range of transit options.&lt;/p&gt;&lt;p&gt;The current research addresses (i) barriers for older adults at transit stops and stations, and (ii) older adult public transit habits and attitudes. This discussion presents the initial findings of a survey on urban older adults’ transit habits and attitudes. The preliminary findings suggest that older adults do not have enough information they require in order to access public transit, older adults are primarily concerned with real or perceived crime while utilizing public transit, and that older adults would be likely to ride public transit if the...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/1cw0t3hr</guid>
      <pubDate>Tue, 8 Apr 2008 00:00:00 +0000</pubDate>
      <author>
        <name>Babka, Rhianna JoIris</name>
      </author>
      <author>
        <name>Zheng, Joseph</name>
      </author>
      <author>
        <name>Cooper, Jill</name>
      </author>
      <author>
        <name>Ragland, David R</name>
      </author>
    </item>
    <item>
      <title>Identification of High Collision Concentration Locations Under Wet Weather Conditions</title>
      <link>https://escholarship.org/uc/item/1xp3g5b4</link>
      <description>&lt;p&gt;This paper focuses on identifying roadway locations that display high collision rates only under wet pavement condition  A unique approach of screening and identifying such locations, called the continuous risk profile (CRP) method, was utilized for this analysis  The CRP method was applied to over 380 miles of freeways in the San Francisco Bay Area to identify sites that display high collision rates only under wet pavement condition  Twelve of the identified sites were then further investigated to determine if there are any common geometric, topographic, or site conditions that may contribute to the high collision rates under wet pavement conditions.&lt;/p&gt;</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/1xp3g5b4</guid>
      <pubDate>Mon, 7 Apr 2008 00:00:00 +0000</pubDate>
      <author>
        <name>Hwang, Taesung</name>
      </author>
      <author>
        <name>Chung, Koohong</name>
      </author>
      <author>
        <name>Ragland, David</name>
      </author>
      <author>
        <name>Chan, Chin-Yao</name>
      </author>
    </item>
    <item>
      <title>The Marked Crosswalk Dilemma: Uncovering Some Missing Links in a 35-Year Debate</title>
      <link>https://escholarship.org/uc/item/13r7q036</link>
      <description>&lt;p&gt;Largely in response to several landmark safety studies, as an official or unofficial policy, many agencies across the U.S. have elected to remove marked crosswalks at uncontrolled intersections, or have shown resistance to installing them in the first place. This approach results in unacceptable pedestrian mobility restrictions, yet such restrictions are often not considered in policy-making. As such, there is a need for roadway system owners to develop strategic safety guidelines to address the marked crosswalk dilemma.&lt;/p&gt;&lt;p&gt;Since 2005, the UC Berkeley Traffic Safety Center, in a study funded by the California Department of Transportation (Caltrans), has focused on developing a better understanding of driver and pedestrian behavior and safety in both marked and unmarked crosswalks in an effort to recommend more informed crosswalk policies. The study was designed to fill key gaps in the literature by analyzing pedestrian and driver behavior and knowledge of right-of-way laws...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/13r7q036</guid>
      <pubDate>Mon, 7 Apr 2008 00:00:00 +0000</pubDate>
      <author>
        <name>Mitman, Meghan Felig</name>
      </author>
      <author>
        <name>Ragland, David R</name>
      </author>
      <author>
        <name>Zegeer, Charles V.</name>
      </author>
    </item>
    <item>
      <title>High Collision Concentration Location: Table C Evaluation and Recommendations</title>
      <link>https://escholarship.org/uc/item/9q17p6r6</link>
      <description>&lt;p&gt;This report describes the research work that was conducted under PATH Task Order 5215 and its extension Task  Order 6215, “Methods for Identifying High-Concentration Collision Locations (HCCL).” The subject matter is related  to regularly published Caltrans reports, so-called Table C, that are used to screen for and investigate locations within  the California State Highway System that have collision frequencies significantly greater than the base or expected  numbers when compared to other locations. The accuracy and reliability of such reports are critical as Table C is the  basis for follow-up field investigation as well as potential safety improvements.&lt;/p&gt;&lt;p&gt;In recent years, a Caltrans Table C Task Force reviewed the practices of Table C and subsequently made  recommendations for improvements based on the feedback from the users of such reports. Some immediate  revisions were made to correct certain issue addressed by the Task Force, yet it was clear from the review that...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/9q17p6r6</guid>
      <pubDate>Wed, 8 Aug 2007 00:00:00 +0000</pubDate>
      <author>
        <name>Ragland, David R.</name>
      </author>
      <author>
        <name>Chan, Ching-Yao</name>
      </author>
    </item>
    <item>
      <title>Estimating Pedestrian Accident Exposure: Protocol Report</title>
      <link>https://escholarship.org/uc/item/8j8685jt</link>
      <description>&lt;p&gt;Walking is a healthful, environmentally benign form of travel, and is the most basic form of human mobility. Walking trips account for more than 8 percent of all trips taken in California, making walking the second most commonly used mode of travel after the personal automobile (Caltrans, 2002). In addition, many trips made by vehicle or public transit begin and end with walking. In spite of the importance and benefits of walking, pedestrians suffer a disproportionate share of the harm of traffic incidents in California. As noted above, walking trips make up just 8 percent of all trips in the state, but 17 percent of all traffic fatalities are suffered by pedestrians. In 2004, 694 pedestrians were killed in the state of California and 13,892 were injured (California Highway Patrol, 2004). To address this problem, significant resources are focused on countermeasures that aim to reduce the risk of pedestrian injury. Because resources are limited, risk analysis is necessary to...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/8j8685jt</guid>
      <pubDate>Wed, 8 Aug 2007 00:00:00 +0000</pubDate>
      <author>
        <name>Greene-Roesel, Ryan</name>
      </author>
      <author>
        <name>Diogenes, Mara Chagas</name>
      </author>
      <author>
        <name>Ragland, David R</name>
      </author>
    </item>
    <item>
      <title>Driver/Pedestrian Understanding and Behavior at Marked and Unmarked Crosswalks</title>
      <link>https://escholarship.org/uc/item/1h52s226</link>
      <description>&lt;p&gt;Pedestrian injuries at crosswalk locations represent a significant problem. In 2002, 22.7 percent of US pedestrians  involved in collisions were in a crosswalk at the time of the collision, and over 96% of these occurred at an intersection.  Almost all crosswalk collisions resulted in pedestrian injury or fatality (98.6 percent), and about one-third resulted in  severe or fatal injury (National Automotive Sampling System (NASS) and General Estimates System (GES) 2002).&lt;/p&gt;&lt;p&gt;As the owner of the California State Highway System, Caltrans is responsible for providing access to safe and convenient travel for pedestrians as users of a shared roadway network. Inadequate pedestrian safety in marked crosswalks at unsignalized intersections continues to challenge transportation engineers and planners. Results from thirty years of numerous localized studies have been confirmed by a nationwide study which indicate that marked crosswalks across multi-lane roads with travel volumes exceeding...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/1h52s226</guid>
      <pubDate>Wed, 8 Aug 2007 00:00:00 +0000</pubDate>
      <author>
        <name>Ragland, David R</name>
      </author>
      <author>
        <name>Mitman, Meghan Fehlig</name>
      </author>
    </item>
    <item>
      <title>Estimating Pedestrian  Accident Exposure: Automated Pedestrian Counting Devices Report</title>
      <link>https://escholarship.org/uc/item/0p27154n</link>
      <description>&lt;p&gt;Automated methods are commonly used to count motorized vehicles, but are not frequently used to count pedestrians. This is because the automated technologies available to count pedestrians are not very developed, and their effectiveness has not been widely researched. Moreover, most automated methods are used primarily for the purpose of detecting, rather than counting, pedestrians (Dharmaraju et al., 2001; Noyce and Dharmaraju, 2002; Noyce et al., 2006). Automated pedestrian counting technologies are attractive because they have the potential to reduce the labor costs associated with manual methods, and to record pedestrian activity for long periods of time that are currently difficult to capture through traditional methods. Data input and storage may also be less time consuming than with manual methods. On the other hand, the capital costs of automated equipment may be high; specialized training may be required to operate it; and automated devices are generally not capable...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/0p27154n</guid>
      <pubDate>Wed, 8 Aug 2007 00:00:00 +0000</pubDate>
      <author>
        <name>Bu, Fanping</name>
      </author>
      <author>
        <name>Greene-Roesel, Ryan</name>
      </author>
      <author>
        <name>Diogenes, Mara Chagas</name>
      </author>
      <author>
        <name>Ragland, David R</name>
      </author>
    </item>
    <item>
      <title>Estimating Pedestrian Accident Exposure: Approaches to a Statewide Pedestrian Exposure Database</title>
      <link>https://escholarship.org/uc/item/05g9s4m5</link>
      <description>&lt;p&gt;This report discusses approaches to addressing the need for better and more widely  available pedestrian volume data in the state of California. While a variety of  approaches could be used, this report focuses on the strategy of a statewide  pedestrian volume database.&lt;/p&gt;&lt;p&gt;This database would meet a variety of data needs for different stakeholder groups.  One of its principal purposes would be to allow safety professionals at the state and  local levels to estimate pedestrian exposure to risk at specific sites.&lt;/p&gt;&lt;p&gt;Since exposure data is essentially equivalent to facility usage data, a pedestrian  exposure data would be used for many purposes beyond risk analysis. Facility usage  data might be used by municipalities to pinpoint new infrastructure needs, or to  determine whether new infrastructure encourages more pedestrian activity. Facility  usage data might also be used by advocacy groups as a means to promote new  facility investments.&lt;/p&gt;&lt;p&gt;If the database includes...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/05g9s4m5</guid>
      <pubDate>Wed, 8 Aug 2007 00:00:00 +0000</pubDate>
      <author>
        <name>Greene-Roesel, Ryan</name>
      </author>
      <author>
        <name>Diogenes, Mara Chagas</name>
      </author>
      <author>
        <name>Ragland, David R</name>
      </author>
    </item>
    <item>
      <title>Driver Behavior at Rail Crossings: Cost-Effective Improvements to Increase Driver Safety at Public At-Grade Rail-Highway Crossings in California</title>
      <link>https://escholarship.org/uc/item/16s1p6g6</link>
      <description>&lt;p&gt;This report examines conditions affecting vehicle-train collisions at rail crossings in California, and recommends effective countermeasures and implementation strategies. In doing so, the report helps meet California’s goal of efficiently utilizing state and federal funding available through SAFETEA-LU for increasing the safety at public atgrade rail-highway crossings&lt;/p&gt;</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/16s1p6g6</guid>
      <pubDate>Mon, 18 Jun 2007 00:00:00 +0000</pubDate>
      <author>
        <name>Cooper, Douglas L.</name>
      </author>
      <author>
        <name>Ragland, David R.</name>
      </author>
    </item>
    <item>
      <title>Space Syntax: The Role of Urban Form in Cyclist Route Choice in Central London</title>
      <link>https://escholarship.org/uc/item/8qz8m4fz</link>
      <description>&lt;p&gt;This paper presents a new method for forecasting cyclist volume and route choice based on space syntax techniques for urban analysis. Space syntax has been shown to correlate strongly with pedestrian and vehicular trips in a number of international studies, but little research to date has focused on the role of urban form and street network design in cyclist route choice. This paper addresses this gap by analyzing the distribution of cycling trips in the central London area, focusing on a sample of work-based commuting trips. A sample of 423 cyclists from 50 organizations was combined with cordon volume counts at several Central London locations. It was found that individual cycle trips were subject to a wide range of variables that made individual traces difficult to predict, but that total cyclist volumes corresponded strongly with the most accessible, direct streets in the urban network. This research suggests that angular minimization is an important factor in cyclist route...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/8qz8m4fz</guid>
      <pubDate>Wed, 4 Apr 2007 00:00:00 +0000</pubDate>
      <author>
        <name>Raford, Noah</name>
      </author>
      <author>
        <name>Chiaradia, Alain</name>
      </author>
      <author>
        <name>Gil, Jorge</name>
      </author>
    </item>
    <item>
      <title>Rail Crossings: A Strategy to Select Countermeasure Improvements for Rail-Highway Crossings in California</title>
      <link>https://escholarship.org/uc/item/8fp8t8zs</link>
      <description>&lt;p&gt;Rail crossing crashes have declined in the past 30 years, both nationally and in California. This is largely attributed to the closing of a large number of crossings as well as the deployment of a wide range of countermeasures, including signal systems, gating and grade separation programs. However, the number of crashes and subsequent injuries and deaths is still unacceptably high. Rail crossings provide different levels of warnings from four-quadrant gates down to stop signs. To understand how the state of California can best utilize state and federal funding available through SAFETEA-LU for making the state’s 7,719 at-grade rail-highway crossings safer, this report presents an analysis of the effectiveness of different types of railroad crossing warning devices with a cost-benefit comparison.&lt;/p&gt;</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/8fp8t8zs</guid>
      <pubDate>Wed, 4 Apr 2007 00:00:00 +0000</pubDate>
      <author>
        <name>Cooper, Douglas L.</name>
      </author>
      <author>
        <name>MacLeod, Kara E.</name>
      </author>
      <author>
        <name>Ragland, David R.</name>
      </author>
    </item>
    <item>
      <title>Evaluation of Countermeasures: A Study on the Effect of Impactable Yield Signs Installed at Intersections in San Francisco</title>
      <link>https://escholarship.org/uc/item/61k2k9bz</link>
      <description>&lt;p&gt;The present study evaluated the effect of impactable signs that used the yield-symbol as approved by the National Committee on Uniform Traffic Control Devices (NCUTCD) in the 2003 Manual of Uniform Traffic Control Devices (MUTCD). Impactable yield signs are low- costsignsconstructed of flexible material. The signs wereinstalled in the medians adjacent to crosswalks at selected non-signalized intersections to instruct drivers to yield the right-of-way to pedestrians. This paperexamines the effect on safety characteristics of the intersections of these signs at three stop-sign controlled intersections in San Francisco over two follow up periods. Since these signs were installed recently, there were no post-installation crash data for comparison with the pre-installation crash data.As such, surrogate measures, including (a) driver yielding behavior, (b) conflicts among drivers and pedestrians crossing the intersection, (c) waiting time for pedestrians, and (d) time taken by pedestrians...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/61k2k9bz</guid>
      <pubDate>Wed, 4 Apr 2007 00:00:00 +0000</pubDate>
      <author>
        <name>Banerjee, Ipsita</name>
      </author>
      <author>
        <name>Ragland, David R.</name>
      </author>
    </item>
    <item>
      <title>Changes in Driver Behavior Resulting from Pedestrian Countdown Signals</title>
      <link>https://escholarship.org/uc/item/5g82b3r5</link>
      <description>&lt;p&gt;This paper explores the effects that pedestrian countdown signals have on driver behavior. Observations of two intersections, one with pedestrian signals and one without, were made focusing specifically on driver behavior during the amber and red phases. It was found that drivers at the pedestrian countdown intersection were less likely to enter the intersection at the end of the amber phase than those at the traditional pedestrian signal intersection. It was also found that drivers at the intersections with traditional pedestrian signals exhibited different stopping behavior near the intersection, possibly related to sudden braking. This was determined by measuring the rate of vehicles stopping at each intersection per cycle.&lt;/p&gt;</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/5g82b3r5</guid>
      <pubDate>Wed, 4 Apr 2007 00:00:00 +0000</pubDate>
      <author>
        <name>Huey, S. Brian</name>
      </author>
      <author>
        <name>Ragland, David</name>
      </author>
    </item>
    <item>
      <title>Safe Routes to School Safety and Mobility Analysis</title>
      <link>https://escholarship.org/uc/item/5455454c</link>
      <description>&lt;p&gt;This report evaluates the SR2S program for a number of mandated issues:   (i) The effectiveness of the program in reducing crashes, injuries and fatalities involving children in the vicinity of the projects;   (ii) The impact of the program on levels of walking and bicycling to school; and   (iii) The safety benefits of the program in comparison with other highway safety programs.&lt;/p&gt;</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/5455454c</guid>
      <pubDate>Wed, 4 Apr 2007 00:00:00 +0000</pubDate>
      <author>
        <name>Orenstein, Marla R.</name>
      </author>
      <author>
        <name>Gutierrez, Nicolas</name>
      </author>
      <author>
        <name>Rice, Thomas M.</name>
      </author>
      <author>
        <name>Cooper, Jill F.</name>
      </author>
      <author>
        <name>Ragland, David R.</name>
      </author>
    </item>
    <item>
      <title>What They Don’t Know Can Kill Them</title>
      <link>https://escholarship.org/uc/item/3w56v3k7</link>
      <description>&lt;p&gt;Traffic safety researchers have long argued that driver behavior outweighs physical elements (such as road design) as a causal factor in motor vehicle collisions. A fundamental causal component of pedestrian-vehicle collisions is also behavior—that of the driver and that of the pedestrian. One determinant of this behavior may be whether the driver, the pedestrian, or both understand the motor vehicle code, which demarcates right-of-way in pedestrian-vehicle interactions. That is, inappropriate or unlawful behavior may occur because the law is not understood or is misunderstood.  Previous studies have shown that drivers and pedestrians have a limited knowledge of pedestrian right-of-way laws. This research expands on these studies by specifically considering knowledge of right-of-way laws related to marked and unmarked crosswalks. Driver and pedestrian knowledge was assessed through intercept surveys and focus groups conducted in the San Francisco Bay Area. Results confirm that...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/3w56v3k7</guid>
      <pubDate>Wed, 4 Apr 2007 00:00:00 +0000</pubDate>
      <author>
        <name>Mitman, Meghan Fehlig</name>
      </author>
      <author>
        <name>Ragland, David R.</name>
      </author>
    </item>
    <item>
      <title>San Pablo Avenue Pedestrian Signal Timing Optimization</title>
      <link>https://escholarship.org/uc/item/2r40n79r</link>
      <description>&lt;p&gt;The focus of this study is to quantify the sufficiency of “Flashing Don’t Walk” (FDW) intervals at signalized pedestrian crossings in the San Pablo Avenue (SPA) corridor in Northern California. Our goal is to determine if pedestrian signal intervals on the SPA corridor can be optimized in a way that makes the pedestrian crossing environment safer and more comfortable for all pedestrians without diminishing vehicular throughput. This study provides a corridor-wide as well as a city-by-city assessment of FDW intervals on the SPA corridor. We suggest a possible tool to assist traffic control jurisdictions in prioritizing intersections that may require adjustments of timing to pedestrian signals. The findings provide the agencies participating in the “SMART” corridor program a means to evaluate an aspect of pedestrian safety and comfort that has likely been adversely affected by placing a high priority on vehicular traffic through the corridor, without sufficiently considering...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/2r40n79r</guid>
      <pubDate>Wed, 4 Apr 2007 00:00:00 +0000</pubDate>
      <author>
        <name>Nguyen, Ahn</name>
      </author>
      <author>
        <name>Ragland, David R.</name>
      </author>
    </item>
    <item>
      <title>Pedestrian Counting Methods at Intersections: a Comparative Study</title>
      <link>https://escholarship.org/uc/item/208349wf</link>
      <description>&lt;p&gt;Resources for implementing countermeasures to reduce pedestrian collisions in urban centers are usually allocated on the basis of need, which is determined by risk studies. They commonly rely on pedestrian volumes at intersections. The methods used to estimate pedestrian volumes include direct counts and surveys, but few studies have addressed the accuracy of these methods. This paper investigates the accuracy of three common counting methods: manual counts using sheets, manual counts using clickers, and manual counts using video cameras. The counts took place in San Francisco. For the analysis, the video image counts, with recordings made at the same time as the clicker and sheet counts, were assumed to represent actual pedestrian volume. The results indicate that manual counts with either sheets or clickers systematically underestimated pedestrian volumes. The error rates range from 8-25%. Additionally, the error rate was greater at the beginning and end of the observation...</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/208349wf</guid>
      <pubDate>Wed, 4 Apr 2007 00:00:00 +0000</pubDate>
      <author>
        <name>Diogenes, Mara Chagas</name>
      </author>
      <author>
        <name>Greene-Roesel, Ryan</name>
      </author>
      <author>
        <name>Arnold, Lindsay S.</name>
      </author>
      <author>
        <name>Ragland, David R.</name>
      </author>
    </item>
    <item>
      <title>A 3D Computer Simulation Test of the Leibowitz Hypothesis</title>
      <link>https://escholarship.org/uc/item/1bc23165</link>
      <description>&lt;p&gt;Do large objects appear to approach more slowly than smaller objects traveling at the same speed?  If so then this might help explain the inordinately high accident rates involving large vehicles such as buses and trains. To test this, this study constructed an experiment using a 3D visual simulator in which different sized textured spheres approached at different speeds. We found that observers consistently judged the smaller sphere to be the faster, even in cases where the larger sphere was traveling at up to twice the speed of the smaller. Analysis of these results suggests that the brain relies upon the perceived rate of change of an object’s visual angle, d"theta"/dt, to determine how quickly an object is approaching.&lt;/p&gt;</description>
      <guid isPermaLink="true">https://escholarship.org/uc/item/1bc23165</guid>
      <pubDate>Wed, 4 Apr 2007 00:00:00 +0000</pubDate>
      <author>
        <name>Barton, Joseph E.</name>
      </author>
      <author>
        <name>Cohn, Theodore E</name>
      </author>
    </item>
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