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<br /> 14 <br />Test sites were chosen without any prior knowledge of their crash history. School crossings were not <br />included in this study because the presence of crossing guards and/or special school signs and markings <br />could increase the difficulty of quantifying the safety effects of crosswalk markings. <br /> <br />Test sites were selected from the following cities: <br /> <br />• East: Cambridge, MA; Baltimore, MD (city and county); Pittsburgh, PA; Cleveland, OH; <br /> Cincinnati, OH. <br /> <br />• Central: Kansas City, MO; Topeka, KS; Milwaukee, WI; Madison, WI; St. Louis, MO (city and <br />county). <br /> <br />• South: Gainesville, FL; Orlando, FL; Winter Park, FL; New Orleans, LA; Raleigh, NC; Durham, NC. <br /> <br />• West: San Francisco, CA; Oakland, CA; Salt Lake City, UT; Portland, OR; Seattle, WA. <br /> <br />• Southwest: Austin, TX; Ft. Worth, TX; Phoenix, AZ; Scottsdale, AZ; Glendale, AZ; Tucson, AZ; <br />Tempe, AZ. <br /> <br />Detailed information was collected at each of the 2,000 sites, including pedestrian crash history (average <br />of 5 years per site), daily pedestrian volume estimates, ADT volume, number of lanes, speed limit, area <br />type, type of median, type and condition of crosswalk marking patterns, location type (midblock or <br />intersection), and other site characteristics. It was recognized that pedestrian crossing volumes would <br />likely be different in marked and unmarked crosswalks. This study design involved collecting pedestrian <br />volume counts at each of the 2,000 sites, and controlled for differences in pedestrian crossing exposure. <br />The study computed pedestrian crashes per million crossings to normalize the crash data for pedestrian <br />crossing volumes, as described below in more detail. <br /> <br />All of the 1,000 marked crosswalks had one of the marking patterns shown in figure 12 (i.e., none had a <br />brick pattern for the crosswalk). Of the 2,000 crosswalks, 1,622 (81.2 percent) were at intersections; the <br />others were at midblock. Very few of the marked crosswalks had any type of supplemental pedestrian <br />warning signs. While not much information currently exists on the safety effects of various types of <br />warning signs (under various conditions), a behavioral evaluation of several innovative signs performed <br />in 2000 by Huang et al. may be found at www.walkinginfo.org/rd.(25) Furthermore, none of the test sites <br />had traffic-calming measures or special pedestrian devices (e.g., in-pavement flashing lights). Estimates <br />of daily pedestrian volumes at each crosswalk site and unmarked comparison site were determined based <br />on pedestrian volume counts at each site, which were expanded to estimated daily pedestrian volume <br />counts based on hourly adjustment factors. Specifically, at each of the 2,000 crossing locations, trained <br />data collectors conducted onsite counts of pedestrian crossings and classified pedestrians by age group <br />based on observations.